HomeMy WebLinkAboutWQMP Paseo Del Sol �����
Project Specific
Water Quality Management Plan
For: Paseo del Sol
In the City of Temecula, California
DEVELOPMENT NO. TRACT NOS. 24188, 24188-2 AND 24188-3
DESIGN REVIEW NO. PA10-0176
Prepared for:
Lennar
391 N. Main Street, Suite 301
Corona, CA 92880
Telephone: 951-817-3600
Jarnne Valdez, Project Manager
Paseo del Sol Master Association
C/O Walters Management
25109 Jefferson Avenue, Suite 300
Murrieta, CA 92562-8119
Telephone: 951-698-8511
Jenny Fisher
Prepared by:
RBF Consulting
40810 County Center Drive, Suite 100
Temecula, CA 92591-4679
Telephone: 951.676.8042
Miguel V. Gonzalez, P.E.
RBF 7N 15-102203.001
WQMP Preparation Date: April 6, 2010
WQMP Revision 1 Date: )uly 26, 2010
WQMP Revision 2 Date: September 1, 2010
�oF����, WATER QUALITY MANAGEMENT PLAN (WQMP)
��y�,�����,s���. 1NITIAL APPLiCABILITY CHECKLIST
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ly � � � ti {f ApplicantName: Lennar
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ivxv ;r� Planning Application Numbcr. PA10-0176
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Project Name: Paseo del Sol Tract 24188-F
Does the proposed project incorporate any of the following categorics?
Yes No
(All questions must be answered)
Modifications to Existing Developmen[s — 1'l�is category includes projects that create, add, or replace 5,000 sq.
ft. or more of impervio�s surface on an al�eadv developed si[e. This category includes:
(a) L�xpansion of a buildi�g footprint, or addition or replacement of a stmcture;
(b) Increase in the gross floor area, or major exterior construction or remodeling;
1 (c) Replaeement of impervious surfaces that are not part of routine maintenance activities, X
(d) Land disturbing ac[ivities related to a stmch�re or impervious surface.
Note: If modifications create less than 50% of the impervious swface of a previously existing development, aod
tl�e existing developmen[ was no[ originally subject to WQMP req�irements, a WQMP shall be required only to
the addition, and not to the entire developme�t.
2 Kesidential Developmen[ - This category includes subdivisions of single-family homes, multi-family homes, X
coudominiums, and apartments consisting of 10 or more dwelling units.
3 Non-Residential Development - 1'his category includes projects where the ]a�d area for development is greater X
than 100,000 sq. R.
Automotive Maintenance and Repair Shops - Tl�is category includes facilities engaged in general maintenance
��• 4 and mechanical repairs; body and upholstery repair; painting; transmission and exhaust repair; [ire servicing; glass X
re air.
Restaurants - This category includes all eating ai�d driiilcing establishments where the land area for development
Sa � greater tha� 5,000 sq. ft. X
Restaorants where the land area for developme�t is less than 5,000 sq. fr. are ooly required to follow the site
Sb desig� a�d source control requirements of the WQMP. X
Hillside Development — Tl�is category includes any developmen[s [hat create 5,000 sq. ft. of impervious surface,
6 are located in an area with known erosive soil eonditions, and where the project will require gradi�g namral slopes X
of 2S% (4:1) or steeper. ,
Enviromnentally Sensitive Areas (ESAs) — This category incl�des all developme�t located within or directly
adjacent to or discl�arging directly to an ESA which either creates 2,500 sq. Ct. of impervious surface or inereases
the area of impervio�sness by 10% or more of its naturally occurring condition.
7 X
Note: "Directly adjacen[" nteans within 200 feet of the ESA. "Discharging direcdy to" means o�tflow from a
drainage conveyanee system that is eomposed entirely of flows from the subject development or modificatioq and
not commin �led with flows from adjacent lands.
Parking Lots — This category includes projects wliere the laod area for development creates 5,000 sq. ft. or more
S for the temporary parking or storage of motor vehicles. This category i�cludes parking areas associated with any X
of the developme��ts outli�ed above. Ro�tine mainte�a�ce, including remova] a�d replacement, is exempt.
Streets, Roads, Highways & Freeways — This category i��cludes projects that create 5,000 sq. ft. or more of
4 impervious surface for traosportatiou of motor vehicles. Routine maintenance, including removal and X
replacement, is exempt .
� 0 Retail Gasoline Outlets —1'his category applies if either of the following criteria is rnet (a) 5,000 sq. ft. or more, X
or (b) a projected `Average Daily Traffic' wunt of 100 or more vehicles per day.
�if you answered "YES" to any of the questions above, a project-specific Water Quality Management Plan
must be prepared and submitted.
Page 1 of 1 Rev. O1 (07/2008)
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CONCEPTUAL ACCEPTANCE CHECKLIST
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Item Addressed?
CONCEPTUAL WQMP REQUIREMENTS Yes No Not
A licable
General
Three-Rin Bindcr X
Tabbed A endiccs X
Tide Pa e X
Table of Contents X
Section I. Pro ect Descri tion in narrative form
Pro'ectlocation X
Pro�ect size to thenearest I/10 acre X
Standard Industrial Classification SIC Code X
Description and location of all buildings, proposed activities, locations of these X
activities, materials and products to be used and stored for each activity and at each
building delivery areas, and what kinds of wastes will be generated from each building
and the entire ro�ect
Pro�ect watershed and sub-watershed X
Formation of a Home Owner's or Pro crt Owncr's Association X
Additional permits/approvals rcquired for the project including:
• Statc Dcpartment of Fish and Game, 1601 Streambed Alteration Agreement; X
• Statc Watcr Rcsourocs Control Board, Ceneral Construction Permit; X
• Regional Board, 401 Water Quality Certification; X
• US Army Corps of 8ngineers, 404 permit; �{
• US Fish and Wildlife, Endangered Species Act section 7 biological opinion; X
• Municipal, grading and building permits. X
Section III. Pollutants of Concem (in narrative form) r'
Completed table of potential and expected pollutants, sources, and 303(d) listings X
Pollutants of Concern X
Legacy pollutants as a result of past uses X
Section IV. H drolo ic Conditions of Concem in narrative torm
Condition A, B, or C. X
If none, evaluation of impacts to downstream erosion or sfieam habitat
Completed Storm Event surfacc hydrology table
Section V. BestManagement Practices
Vl. Si[e Desag�� UMPs � " . �
Tablc l. Sitc Dcsign BMPs is complete }(
Narrative describing all site design BMPs proposed for the project X
Explanation for each BMP NOT used and why thcy cannot be implemented ?{
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Revised 03/20/2009
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Item Addressed?
CONCEPTUAL WQMP REQUIREMENTS Yes No Not
A licable
Sitc Design QMPs shown on the WQMP Site Plan (Appendix B) }(
V3. Treatment Control BMPs ' �� �
Table 3. Treatment Control BMPs is complete X
Narrative describing all treatment control BMPs proposed Cor the project
Nanative describing how each individual treatment control BMP proposed for the
project will be implementcd and maintaincd, including locations, sizing criteria,
inspcetion and maintenance frequency, inspection aitaia, long-term O&M, and the X
responsible entity or party �
Treatmen[ Control BMPs shown on the WQMP Site Plan (Appendix B) X
Section VI.Operation and Maintenance (0&M) Responsibility for Treatment Control BMPs
Completed cost and O&.M table X
BMPs requiring O&M are identified X
BMP start-up dates X
Schedulc of the frequency of O&M for each BMP X
Parties responsible for O&M X
Dcscription of watcr quality monitoring if required X
Appendix B
Site Plan dcpicting the following project features: - � ��. �
Location and iden[ification of all structural BMPs X
Landscape areas X
Hardscape areas X
Paved arcas X
Number and typc of structures and intended usea (i.e.: buildings, tenant spaces,
dwelling units, community facilitics sueh as pools, recreations facilities, [ot lots, X
etc.)
Infrastructure (i.e.: streets, storm drains) X
Location of existing and proposed public and private storm drainage facilities
including eatch basins and other inleUoutlet struch�res. (8xisting and proposed X
drainage facilities should be clearly differentiated.)
Any adjacent receiving watcrs that the project directly discharges into. }(
Discharge points where onsite or tributary offsitc flows exit the site. X
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} `�`'�� CONCEPTUAL ACCEPTANCE CHECKLIST
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Item Addressed?
CONCEPTUAL WQMP REQUIREMENTS Yes No Not
A licable
Proposed drainage areas boundaries, including tributary offsite arcas, for cach BMP
and locations where flows exit the site. (Each drainage area should be cleady
denoted.)
Post-project topogn'aphy. }(
Appendix C
Surface Hydrology report }{
APPendixE
Property/project soils report and percolation test results � X
Pcroolation test results
Appendixf _
Trcatmcnt Control BMP sizing calculations and design details �}(�
Manufacturcrs specs X
(End of Conceptual Acceptance Checklist)
Checklist for Concepmal Accep[ance.doc
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• � � � ��' WATER QUALITY MANAGEMENT PLAN
FINAL ACCEPTANCE CHECKLiST
; �_ ��.
The purpose of this checklist is to provide a format for unifornt, comprehensive, and well-documented
reviews of project-specific Water Quality Management Plans (WQMPs) submitted by project owners.
The completed checklist should accompany the WQMP and submitted to the City of Temecula.
SUMMARY OF WOMP REQUIREMENTS
(PLEASE L[ST THE FOLLOW[NG [NFORMAT[ON}
Section L Watershed and Sub-Watershed: Santa Margari[a River and Temecula Geek
Section [L Land-Use C�tegory (from [nitial Checklist): SFR
Section I[L Pollu[ants (espected and potenfial): Expected (Sediment, Orga�ic Compound, Trash,
• Debris, Oil, Grease, Metals)
Potential (Nutrients, Organic Compounds, Bacteria, Viruses, Pesticides)
SecNon [V. Exemption Category (A, B, C, or Not Exempt): A
Section V. Treatment BMP Category(ies): _CDS Hydrodynamic Separator, Filtration Basin
Section V►. Party(ies) responsible for BMP installation and maintenance: Yewland Communities_
Section V[L Funding source(s) for BMP maintenance: Paseo del Sol Master Association, C/O
Wal[ers Managemen[
NOTES:
(a) The WQMP will NOT be accepted unless all of the items requested throughout this checklist are
completed.
(b) The Riverside County Water Quality Managemen[ Plan guideline and template can be
downloaded from the City's website.
•
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FINAL ACCEPTANCE CHECKLIST
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No[
WQMP REQUIREMENT Yes No Applicable
Title Pa e
Name of ro�ect with Tract, Parcel, or other I.A �mmber X
Owner/Develo er name, address & tele hone number X
Consultin lEn �ineerin � tirm, address & hone number X
Pre arer s Re �istered Professional En ineers' S[am and Si nature X
Date W MP was re�ared X
Certification Statements
Si *ned Gn *ineer's certification statement X
Si *ned and notarized Owner's certification statement X
Table of Contents
Com 4eted and yncludes all fi nres, a endices (A-H , and desi n worksheets X
Section I. Pro'ect Descri tion in nartative (orm
Pro'ectlocation X �
Pro'ect size to the nearest U10 acre X
Standard Industrial Classitication SIC Code X
De,ecription and location of all buildings, proposed activitias, locations of these X
activities, materials and products to be used and stored for eaeh activity and at each
building delivery areas, and what kinds oCw�stes will be generated Crom each building
and the entire ro�ect
Pro'ect watershed and sub-watershed X
Formation of a E{ome Owner's Associa[ion or Pro ert � Owner's A55ociation X
Additional permits/approvals required for the project including:
• State Department of Fish and Game, 1601 Streambed Altcration Agreement; X
• State Water Resources Control Board, General Constmction Pennit X
• RegionalL3oard,401 WarerQualityCertification; X
• US Anny Corps of Engineers, 40d permit; X
• US Fish and �Vildlife, Endaagered Species Act section 7 biological opinion;. }(
• Municipal, gradi�g and building permits. X
Section II. Site Charac[erization in nartative farm)
Land use desi mation or zonin X
Current and m osed ro ert use X
Soils re ott A endix 6 X
Phase L Site Assessment or summar of assessment or remediation A endix [�I X
Identitication of Receiving waters (including 303(d) listed waters, Designated X
beneficial uses, and an RARE beneficial use waters and their existin > im airments
•
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FINAL ACCEPTANCE CHECKLIST
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Not
WQMP REQUIREMENT Yes No pPP�icable
Section III. Pollu[aMS of Concern pn narrative torm)
Completed table of potential and expected pollutants, sources, and 303(d) listings X
Pollutants of Concem X
Legacy pollutants as a result of past uses g
Section N. H drolo ic Conditions of Concem in narraGve form
Conditions A, B, or C. g
If none, evaluation of impacts to downstream erosion or stream habitat
Completed Srorm Event surface hydrology table
Section V. Best ManagemeM Practices
VI. Site Design BMPs
Table L Site Design BMPs is complete X
• Narra[ive describing all site design BMPs proposed for Ihe projec[ X
Explanation for each BMP NOT used and why they cannot be implemented ](
Site Design BMPs shown on the WQMP Site Plan (Appendix B) }(
V2. Soimce Control B�L1Ps
Table 2. Source Control BMPs is complete X
Narrative describing Ihe source control BMPs proposed for [he project X
Narrative describing the source control BMPs that were NOT applicable and why X
they cannot be implemented
Inspection and maintenance frequeney, inspection criteria, and the responsible
entity or party X
Structural soume controls shown on the WQMP Site Plan (Appendix B) g
V3. Treahnen! Contro! BMPs
Table 3. Treatment Control BMPs is complete X
Narrative describing all treatment control BMPs proposed for [he project }�
Narrative describing how each individual treatment control BMP proposed for the
project will be implemented and maintained, including locations, sizing criteria, X
inspection and maintenance frequency, inspection criteria, long-term O&M, and the
responsible entity or party
Treatment Control BMPs shown on the WQMP Site Plan (Appendix B) X
• V4. Eyi�ivalent Treabnent Cauro! Alternatives
Page 3 of 5
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�:� �'� WATER QUALITY MANAGEMENT PLAN •
FINAL ACCEPTANCE CHECKLIST
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Not
WQMP REQUIREMENT Yes No pPPlicable
Narrative describing equivalent treatmen[ control altematives X
Calculations for Equivalen[ Treatment Contml Alternatives (Appendix F) ](
V5. Re�ionally-Based 7'reatment Control BMPs
Narrative describing regionally-based treatment control BMPs X
Calculations for Regionally-6ased Treatment Contml BVIPs (Appendix F) X
Sec[ion VI.Opera[ion arM Maintenance (0&NQ Responsibility for Treatment Control BMPs
Completed cost and O&M table X
BMPs requiring O&M are identified X
QMP start-up dates X
Schedule of the frequeney of O&M for each DMP X
Parties responsible for O&M X
Description of water quality mo�iitoring, if required X �
Section VII. Funding
Signed funding certifcation stateinent X
Appendix A (Section Q
Signed copy of the final Conditions of Approval X
Appendix B(Sections I and 1�
Vicinity Map identifying the project site X
Receiving Wa[ers �tap X
Site Plan depicting the following project features:
Location and identiflcation of all structural BMPs. X
Landscape areas. X
Hardscape areas. X
Paved areas. }(
Number and type of structures and intended uses. (ie: buildings, tenant spaces,
dwelling units, eommuniry facilities such as pools, recreations' facilities, tot lots, X
etc.).
Infrastructure (ie: streets, storm drains). X
•
Page 4 of 5
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WATER QUALITY MANAGEMENT PLAN
FiNAL ACCEPTANCE CHECKLIST
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Not
WQMP REQUIREMENT Yes No Applicable
Location of exis'ting and proposed public and private storm drainage facilities
including catch basins and other inledoutlet structures. (Exis[ing and proposed X
drainage facilities should be clearly differentiated.)
Any adjaeent reeeiving waters that the project directly or indirectly discharges inta g
Discharge points where onsite or tributary offsite flows exit the site. }(
Proposed drainage areas boundaries, including Vibutary offsite areas, for each X
location where flows exit fhe site. (Each tributary area should be clearly denoted.)
Post-project topography. X
Landseape Plans showing the stmctural treatment BMPs. }�
Appendix C (Section 11�
Surface Hydrology report g
Appendix D (Sectian 1�
� Educational materials. }(
Appendix E(Sections II and V) •
Property/project soils repon and percolation test results ){
Appendix F (Sectlon 1�
Treatment Control BMP sizing calculations and design details }{
Manufacturers specs g
Append'u G(Seaions I and Vq
CC&Rs, Covenan[ and Agreements, or other mechanisms used to ensure the ongoing X
operation, maintenance, funding, and transfer of the WQMP requirements
Appendix H (Section II)
Summary of environmental site assessment or remedia[ion, if applicable. g
(End of Checklist)
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� Project Specific
Water Quality Management Plan
For: Paseo del Sol
In the City of Temecula, California
DEVELOPMENT NO. TRACT NOS. 24188, 24188-2 AND 24188-3
DESIGN REVIEW NO. PA10-0176
Prepared for:
� Lennar
391 N. Main Street, Suite 301
Corona, CA 92880
Telephone: 951-817-3600
Jarnne Valdez, Project Manager
Paseo del Sol Master Association
C/O Walters Management
25109 Jefferson Avenue, Suite 300
Murrieta, CA 92562-8119
Telephone: 951-698-8511
Jenny Fisher
Prepared by:
RBF Consulting '
40810 County Center Drive, Suite 100
Temecula, CA 9Z591-4679
Tel ephone: 951.676.8042
Miguel V. Gonzalez, P.E.
RBF ]N 15-102203.001
, WQMP Preparation Date: Ap�ll 6, 2010
WQMP Revision 1 Date: July 26, 2010
WQMP Revision 2 Date: September 1, 2010
. ENGINEER'S CERTIFICATION
"I certify under penalty of law that this document and all attachments and appendices were
prepared under my direction or supervision in accordance with a system designed to ensure that
qualified personnel properly gather and evaluate the information submitted."
' .� � / �j c
� Signature Da e
� �F�,�
,��t7 `��.TAN�yF9��
� � � � No.O8ot32,
� �.o�/.�Z �
sr croi� _a��
OF CA���
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Water Quality Management Plan (WQMP)
• Paseo del Sol
OWNER'S CERTIFICATION
This project-specific Water QualiTy Management Plan (WQMP) has been prepared for:
Lennar by RBF Consulting for the project known as Paseo del Sol Tract Map No. 24188
generally bound by Pauba Road to the North, Butte�eld Stage Road to the East and Meadows
Parkway to the West.
This WQMP is intended to comply with the requirements of The City of Temecula for Tract
24188 which includes the requirement for the preparation and implementation of a project-
specific WQMP.
The undersigned, while owning the property/project described in the preceding paragraph, shal]
be responsible for the implementation of this WQMP and will ensure that this WQMP is
amended as appropriate to reflect up-to-date conditions on the site. This WQMP will be
reviewed with the facility operator, facility supervisors, employees, tenants, maintenance and
service contractors, or any other party (or parties) having responsibility for implementing
portions of this WQMP. At least one copy of this WQMP will be maintained at the project site
or project office in perpetuity.
The undersigned is authorized to certify and to approve implementation of this WQMP. The
undersigned is aware that implementation of this WQMP is enforceable under The City of
Temecula Water Quality Ordinance (Municipal Code Section 8.28.500).
• If the undersigned t�ansfers its interest in the subject property/project, its successor in interest the
undersigned shall notify the successor in interest of its responsibility to implement this WQMP.
"I, the undersigned, certify under penalty of law that the provisions of this WQMP have been
reviewed and accepted and that the W QMP will be transferced to future successors in interest."
�/� � . G _� U
Owne Signahve Date
�'���zti y r- C` 1���.�s xf; �E rrzES��E��
Owner's Printed Name Owner's Title/Position '
Lennar
391 N. Main Street, Suite 301
Corona, CA 92880
Telephone: 951-817-3600
.
�
STATE OF CALIFORNIA )
) ss.
COUNTY OF RIVERSIDE )
On August 30, 2010, before me Janice Williams, Notary Public personally appeared Jeffrey T. Clemens, who
proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within
instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his
signature on the instrument the person or the entity upon behalf of which the person acted, executed the
instrument.
I certify under PENALTY OF PERNRY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
.. JANiCE WILUAMS
� CoMM # 1745519 ,n
y�i NOTARYiUBL'FCAUFOiNIA s�
. RrvEFSi�E COJMIY �
? � ��vv.-.......-w1 `%P. JUNE 12, Y017
•Signature` ' �� ,' `
(This area for official notarial seal)
•
RECORDING REQUESTED BY: .
�P+S�co �6�.. So l�
;niLPr� �7-�i., �'�o � P+FS'�o .� pOC p 2012-0
(Property Owner's Name) enioz/zesz
Cuslomer Co p�J Label
AND WHEN RECORDED MAIL TO: Tne pspe� !o uhich !(+te 1aba� ►s
�O (,VA{,-(F(LS �!1p+.i�C�dM.��T� affixed has not been �compared
��,' ` t���.�,��� �$ � ,� mlth� tha �aeo�ded doeument�
\
(P�op@ `Ky Owner's Mailing Address) • Laf�.� W Wafd
CounlY o Rlver.slde
q County Cle�k B�Racorder
�+V�U (LfL.�F_q�li.,. � • ��l0 glt
r
SPACE ABOVE THIS LINE FOR RECORDER'S USE
RECORDING OF A
WATER �UALITY MANAGEMENT PLAN
OPERATION AND MAINTENANCE AGREEMENT
� FOR
���o (���o C� �
(Name of Projecfl
�,o T'1'l o F T'CL�t�' �'''f �3G - 7.- � t� C�Ty �� T
(Address or Tracf Map/Lot No.) �
Cu o a�we2s � SrP•-� a� Cn�.� �ra,� � ra
�%�.a� �soo�-, 3os (�.ac�s � `� 3'� .
Page t
Water Qualitv Manaaement Plan
Operation and Maintenance Aareement
Property Owner Name: d�A�SEo 0��— �ol� �"��T�- fl�oG' °�T' �'�
Property Owner Mailing Address: ��a ���"f'�R M^�`s ��
2S�o`��EFFE �'�. �u�ca3o't� Mori.n�Er�l, (f}•�z-SGZ.&1�
Project Address or Location: ��o J0� �o IZo Pr/� A�^ 1� � A. h� u- ti� '�'�
ProjecYs Assessor Parcel Number: �S� " � , � � ��
This Operation and Maintenance Agreement (Agreement) is made in The City of
Temecula (City), a municipal agency,� lo�cated in the County of Riverside, State of
Califomia, by (insert property owner) (�c56o C�E�. 5��.. f"`as�.n- �R�,o�� RTt�
(Owner), this (insert day) �5 m of (insert month and year) Mv��cH '�-o i'Z- ;
WHEREAS, the Owner owns real property (Property) as described in Exhibit "A" and
depicted in Exhibit "B", each of which exhibit is attached hereto and incorporated by
reference, and has proposed that the Property be developed in accordance with
governmental _approvals issued by the City and other agencies having jurisdiction over
the Property;
WHEREAS, at the time of initial approval of the development project (Project) known as
(insert name of project) �_����o n����
within the Property, the City required the Project to generate a Water Quality
Management Plan (WQMP). The WQMP describes how the Project proposes to remove
pollutants and minimize any adverse impacts from the discharge of storm water and
non-storm water runoff generated as a result of the Project, and includes structural and
non-structural treatment devices, also known as "Best Management Practices" (BMPs),
that will be constructed, or installed, or implemented for this purpose. The precise
location(s) of these BMPs are depicted in the WQMP, on file with the City;
WHEREAS, the Owner signed and certified the W�MP and accepted the requirement to
routinely inspect, ciean, maintain, repair, reconstruct, and replace the BMPs associated
with the Project in order to retain their original intent and effectiveness;
WHEREAS, this Agreement is transferable onto subsequent owners, heirs, executors,
administrators, representatives, and assigns (collectively "Successors") of this Property,
Project, and all associated BMPs;
WHEREAS, the Owner and Successors are aware that such operation and maintenance
requirements are in accordance with, and enforceable under, the City's Municipal Code
and State and Federal environmental laws regulating the discharge of pollutants in storm
water and non-stormwater runoff, and may also require compliance wit� .Local, State,
and Federal laws and regulations pertaining to confined space entry and waste disposal
methods in eftect at the time such maintenance occurs;
Page 2
NOW THEREFORE, the Owner and Successors shall be subject to the following
conditions:
1. This Agreement shall be recorded in the Office of the Recorder of Riverside
County,'California, at the expense of the Owner and shall constitute notice to the
Owner and all Successors of the title to safd Property of the obligations required
by this Agreement. This Agreement shall also be accompanied by a copy of an
'Operatlon and Maintenance Manual', included in Exhibit "C", providing detailed
instructions on how and when each treatment BMP proposed for constructlon, or
installation; or fmplementation must be inspected, cleaned, maintained, repaired,
reconstructed, and replaced, if necessary, (collectively "Maintained") in order to
retain their original intent and effectiveness.
2. Owner shall, at their sole cost, expense, and liability, routinely maintain all BMPs
in a manner assuring peak performance at all fimes without request or demand
from the City or other agency. All reasonable precautions shall be exercised in
the removal of any material(s) from the BMPs and the ultimate disposal of the
material(s) in a manner consistent with all relevant laws and regulations in effect �
at the time of the recording of this Agreement. As may be requested from time to
time by the City, the Owner shall provide Ehe City with documentation identifying
the inspections; maintenance activities, material(s) and quantity(ies) removed,
and disposal destinations.
' 3. Owner hereby provides the City complete access at any time and of any duration
during business hours to the BMPs, their immediate vicinity, and all legally
accessible areas draining to them upan reasonable notice, or in case of
emergency as determined by the City without advance notice, for the purpose of
inspecting the BMPs and/or sampling runoff fnto and/or from the BMPs. The City
shall make every effort to minimize interference with the Owner's use of the
Property during these inspections and sampling activities. .
4. In the event the Owner fails to accomplish the necessary operation and
maintenance obligations required by this Agreement, the Owner hereby
authorizes the City to perform any maintenance necessary to restore the BMPs
to their original intent and effectiveness. Owner shall reimburse all expenses
associated with the City's maintenance activities to the City, including
administrative costs, attorney fees, and interest thereon at the maximum rate
authorized by the Civil Code. The City may also opt to use the proceeds irom
any securities posted for the project, or place a lien on the Property in such
amount as will fully reimburse the City, to pay for such maintenance in order to
guarantee the continued performance of the BMPs.
5. Ow�er shall notify any successor to title of ali or part of the Property about the
existence of this Agreement and provide such notice and a copy of this
Agreement prior to such Successor obtafning an interest in all or.part of the
Property.
Page 3
IN WITNESS THEREOF, the parties hereto have affixed their signatures as of the date
first written above.
OWNER: OWNER: �
G�
� Pas�o D Sol Master Association 5 �" !"'�I" `
S� M�s ��
SIGNATURE SIGf�ATUfdB� .
��.. t� �k7 i � G'��" S4
TITLE TITLE
A notary acknowledgement is required for recordation (attach appropriate acknowledgement).
CALIFORNIA ALL•PURPOSE ACKNOWLEDGMENT
� . �„ . .�
K�ae:aa;;�..��r _ _ _ ' _ ,
� State of California l
County of �\ UF�S I 1�� }
� on MA'R�lt -15�a bl�before me C.1�'L�C � ttEc . �nT�° �i �� �c.
'� -� po�a � Nom brco0 ama adl Ttle ot Na OI cer
personallyappeared �c,.mes. ��N �� ...S;H-A�:o,� °.�EC'7c,2�1.
- - � - � � amels> 01 signort9 �
who proved to me on the basis of satlsfactory
evidence to be the person(s) whose name(s)}d/are
subscribed to the within instrument and acknowledged
to me that b�/syfe/they executed the same in
pfsll}ddtheir authorized capacity(ies), and that by
FJi3/h�dtheir signature(s) on the instrument the
' C:.MCGEHEE person(s), or the entity upon behalf of which the
2 Commlaflon I 189t868 Z person(s) acted, executed the instrument.
11ohry Publlc - CaIlMmlo �
S�n �lepo Counry
Comm.Ex7reaJun30,20U I certify under PENALTY OF PERJURY under the
laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
o-:
Signature:
Plaee Notary Seal Move SipneW�e W Notery PuClq
OPTIONAL
� Though the iniormation below is not required by law, it may prove valuable to persons relying on Me document
and could prevent /raudulent removal and reattachment ol this lorm to another document.
i.
Description ot Attached Document �� A , - ��� t
Title or Type of DocumenY. �odnc���^rtq 9' „ ��-Q-- y'vG�"
Document Date: mC�1'c� l� � 1.2 Number ot Pages: =
� Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
� i. Signer's Name: Signers Name:
�" ❑ Corporate Officer— Title(s): O Corporate Officer — Title(s):
i.
i ❑ Individual ❑ Individual
. .
❑ Partner — � Limited Cl General Top of thumb here ❑ Partner — O Limited ❑ General 7pp of thumb here
❑ Attorney in Fact � ❑ Attorney in Fact •
� Trustee ❑ Trustee
❑ Guardian or Conservator O Guardian or Conservator
❑ Other: ❑ Other:
Signer Is Representing: Signer Is Representing:
z�.^a�s�.^�. �c.
02009 Nolery Adsoclatlon • NetianalNOlery:o�g • 1-800-US NOTARV (1-800-87&682])' 11em Y5907
EXHIBR A
lLeaa/ Descrinflon of Procertv)
A portion of Lot 77 of Tract 24136-2 in the City of Temecula, County of Riverside,
State of Califomia as shown by Map on file in book 305, pages 26 through 34, in
the office of the County Recorder in the County of Riverside, State of Califomia.
Page 5
EXHIBIT B
(Map/!1lustration)
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EXHIBIT C
(Operatfon and Malntenance ManuaU
Page 7
Basin Maintenance Manual
For Pio Pico Filtration Basin
Prepared For.
Newland Communities
10815 Rancho Bemardo Road, Suite 310
� San Diego, CA 92127
and
. Paseo del Sol Master Association
Managed by: Walters Management
25109 Jefferson Avenue, Suite 300
Murrie�, CA 92562-8119 � .
Prepared by:
■ ■ ■
CONSULTING
40810 County Center Drive, Suite 100
� Temecula, CA 92591 '
. Prepared: September 8 2010 � -
Revised: September 20, 2010
J N 15-401438
Table of Contents
1 Ov e rv i ew ...................................................................................................................... I-1
I.l Purpose of the Basin Maintenance Manual ........................................................ 1-I
1 .2 Storm Drain System ........................................................................................... 1-1
l3 General Description and Function of Facility .................................................... I-I
2 Maintenance Responsibility ......................................................................................... 2-1
2.1 Paseo del Sol Master Association Rcsponsibility .............................................. 2-1
2.2 Maintenance Contractor Responsibility ............................................................. 2-1
23 Safety Precautions .............................................................................................. Z-1
2.4 Maintenance [ndicators and Activities ............................................................... 2-2
2.4.1 Aesthetic and Functronal Maintenance .................................................. 2-2
2.4.2 Preventive Maitttenance ......................................................................... 2-3
2.4.3 Corrective Maintenance ......................................................................... 2-3
2.4.4 Maintenance Indicators ..........:.............................................................. 2-3
2.5 Sediment Removal, 'I'esting, and Disposal ........................................................ 2-5
2.5.! Sediment Removal .................................................................................. 2-5
2.5.2 Sediment Testing .................................................................................... 2-6
2.5.3 Sediment Disposul .................................................................................. 2-6
3 Pio Pico Filtration Basin .............................................................................................. 3-1
3 .1 Basin Description ............................................................................................... 3-1
3 .2 F3asinAccess ......................................................................................................3-1
33 Basin Operations ................................................................................................ 3-1
3.4 Basin [nspections ...............................................................................................3-1
3.5 E3asin Maintenance Indicators and Maintenance Activitics ............................... 3-2
3.6 Basin Vegetation and Replanting ....................................................................... 3-2
3.7 Required Basin Documentation ...........:............................................................. 3-2
Pio Pico Filtration Basin Maintenance Manual i Table of Contents
September2010 �
Appendices •
Appendix A: Basin Site Inspection Summary Form
Appendix B: Basin Maintenance Summarq Form
Appendix C: Basin Maintenance Log
Appendix D: CDS Unit Discussion & Maintenance Criteria
Appendix E: Additionai Information
Tables
Table 1: Basin Preventive Maintenance and Routine Inspections Schedule ...............................2-5
Table 2: Soluble and TTLCs for Heavy Metals According to CCR Title 22 .:............................2-7
Figures
Figure1: CDS Unit Detail ........................................................................................................... I-2
Figure 2: Drop Inlet and Filter Bed Sub-Drain Detail ................................................................. i-3
Figure 3: Basin Location in Paseo del Sol ................................................................................... I-4
Figure4: Basin Maps ..........................:...........................................................:............................3-3
Pio Pico FiltraGon Basin Maintenance Manual ii Table of Contents
September 2Q10
• - -
1.1 Purpose of the Basin Mair�tenance Manual
The Pio Pico Frltration Basin Maintenance Manual explains how to maintain the basin,
which is located in Paseo dei Sol, a Southem California communiry in the City of
Temecula. This basin is a pollution control device designed to treat urban runoff and
collect trash and debris before it enters creeks, streams, and the ocean. [t requires regular
maintenance [o ensure it continues to perform its water quality funetions. The Paseo del
Sol Master Association (HOA) or its hired contractor is responsible for maintaining this
basin.
This manual serves as a reference guide and field manual to equip the HOA or its
contractor with:
• An overview of the basin and its function;
• A description of the location of the basin within the City of Temecula;
• A description of what types of conditions within the basin indicate or "trigger" the
nced for maintenance work; and
• An understanding of the steps required to effectively maintain the basin on a
consistent basis; and
• Reproducible versions of forms, logs, and guidance sheets necessary for recording
information while performing inspection and maintenance activities.�
1.2 Storm Drain Sylstem .
The storm drain system in Paseo del Sol consists of street gutters, catch basins, and
pipelines. Street gutters channel the water from streets to catch basins (reservoirs that
collect surface drainage or runof� to a pipe directing the water to the basin, then away
from the community. For more information on how the basin functions, see Section 13.
The system described in this manual is a private system, maintained by the HOA or its
contractor. Under the community's public streets (Montellegro Street and Pio Pico Road)
lie public storm drain pipes.
1.3 General Deseription and Function of Facilily
The Pio Pico filtration basin is a large, linear earthen depression with an inlet to receive a
controlled volume of water runoff and an outlet riser to drain the water. [t functions by
capturing, filtering and temporarily detaining surface runoff from storm events, non-storm
events, and urban nuisance tlows. A pre-treatment manhole (Figure L• CDS Unit) captures
larger trash and debris prior to entering the basin. A drop inlet structure in the basin
facilitates removing pollutants and slowing down the flow with gravel and filter fabric.
� Originals and copies of these completed fomts must be kep[ and maintained by all parties involved in the
maintenance of the Pio Pico Filtration Basin for at least five yeazs. Regular use and secure storage of these
documents will assure the City of Temecula, neighboring agencies, and members of the Pascro del Sol
community that the basin is being properly maintained. �
Pio Pico Filtretion Basin Maintenance Manual 1-1 Section 1
September 2010 � Overview
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Pio Pico Filtration Basin Maintenance Manual 1-3 Section 1
September 2010 Overview
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2.1 Paseo del Sol Master Association Responsibili4y
The HOA, or its hired contractor, is responsible for all portions of the storm drain system
that connects the basins to the public storm drain system. The main basin tasks that are the
responsibility of the HOA, or its hired contractor, include:
' • Signsoferosion;
• Proper drainage; and
• Aesthetic appearance.
A qualified HOA or conVact employee should periodically inspect the basin at least twice
a year: once before the rainy season (AugusUSeptember) and once during the rainy season
(February/March). For a list of inspection duties, see Appendix A. If the HOA or contract
employee detects a problem, they should inform a supervisor as soon as possible to address
the situation before the next storm event occurs. Oncc the HOA or contract employee
becomes aware of the problem, they should dispatch qualified mainteaance personnel to
correct the problem as soon as possible.
The HOA or contract employee must perform routine maintenance activities, such as
debris removal, vegetation maintenance, and erosion inspection at teast twice a year.
Sediment should be removed as needed, or typically every five to ten years. The CDS Unit
' will require floatable materials to be removed once, or twice a year and settled solids will
need to be removed at least once a year, depending on the conditions in the community and
the manufacturer's specifications. For a complete schedule of routine and periodic
maintenance duties for the CDS Unit, see Appendix D.
2.2 Maintenance Contractor Re.sponsibility
If a maintenance contractor assists with maintenance, some of the potential responsibilities
to ensure the system is working efficiently may include, but are not limited to:
• Performing engineered water flow functions;
' • Performing detention funetions;
• Protecting surrounding plant life; and
• Maintaining acceptable basin functions.
Specific maintenance requirements for the maintenance contractor are presented in detail
in Section 2.4 of this manual.
2.3 Safety Preeautions
While performing basin and system maintenance activities, all personnel must observe the
following safety precautions at all times:
• Minimize time spent on the roadway.
Pio Pico Filtration Basin Maintenance Manual 2-1 Section 2
September 2010 Maintenance Responsibility
• Enter the facility via the access road, open the access gate, and park inside the
facility.
• Wear an orange safety vest and appropriate shoes.
• Wear rain gear during a storm event.
•$e aware of slippery conditions, fast moving water, and unstable ground.
• Bring adequate lighting to compensate for poor visibility, especialty at night.
• Avoid back strain by using your legs to lift heavy objects. •
• Use care when operating power tools and machinery. Only use them if you are
trained in their proper use.
• Always wear eye protection when working with tools.
• Maintain balance when working from heights.
• Avoid sharp edges, such as broken glass.
• Be aware of overhead dangers.
• Watch out for dogs and other animal hazards.
• Avoid the edges of fast-moving bodies of water. These edges are usually slippery
and unstable during rainy conditions.
• Do not leave materials, tools, and equipment, unattended or blocking walkways.
• Keep a phone or other means of communication nearby at all times. '
• Never leave open holes unattended or unbarricaded.
• Clean up your work azea before exiting the basin.
2.4 Maintenance Indicators ar�d Activities
2r4.1 Aestl�etic and Funetlonal Maintenanee
The basin and its surrounding area should be routinely maintained as a clean, natural, and
attractive part of the community. Some typical aesthetic maintenance activities are gratFti
removal, grass trimming, and weed control. Before conducting maintenance in the basin,
review the additional information in Appendix E for details on the landscape design.
Regular functional maintenance is required to ensure the basin performs in a safe and
effective manner. Functional maintenance consists of both preventative and corrective
activities. Reproducible versions of forms, logs, and guidance sheets (contained in
. Appendices A, B, and C) necessary for recording vital information while performing
operation, inspection, and other basin maintenance activities are included. Originals and
copies of these completed forms must be kept and maintained by all paRies involved in the
maintenance, including the HOA, or its contractor, for five years. Proper use and secure
storage of these documents will assure the City of Temecula, neighboring agencies, and
"' perhaps most importantly, members of the Paseo del Sol' community, that the basin is
being properly maintained. As a result, polluted runoff is being properly reduced, treated,
and eliminated wherever possible.
Pio Pico Filtretion Basin Maintenance Manual 2-2 Section 2
September 2010 Maintenance Responsibility
2.4.2 Preventive Mai�ttenance
Preventive maintenance should be perFormed on a regular basis, and the records of
maintenance performed should be kept for five years. Appendices A and B. contain
checklists to help track and record preventive maintenance activities, which include:
Trimming. Vegetation in the basin should be no higher than l8 inches to prevent
establishment of marsh vegetation, stagnation of water, and development of faunal
habitats.
Trash and Debris Removal. During each inspection and maintenance visit to the site,
debris and trash removal should be conducted to reduce the potential for the basin
components from clogging and becoming inoperable during storm events.
Sediment Management. If alluvial deposits at the inlet structures create zones of ponded
water, these deposits should be removed, ot graded within the basin to maintain its
functionality.
Sediment Removal. Surface sediments should be removed when sediment accumulation is
either greater than 18 inches or l0 percent of the basin volume, whichever is less.
Vegetation inadvertently removed during surface sediment excavation activities should be
replaced through reseeding, or re-planting.
Elimination of Mosquito Breeding Habitats. The most effective mosquito control
program is one that eliminates potential breeding habitats. Water standing for more than 72
hours should be drained. Perform vector treatment as needed.
2.4.3 Corrective Maintenance
Corrective maintenance is required on an emergency or non-routine basis, to correct
problems and to restore the intended operation and safe function of the basin. [t includes:
Structural Repairs. Damage to any structural component ofthe basin should be promptly
repaired.
Embankment and Slope Repairs. Damage to the embankments and slopes should be
repaired as quickly as possible.
Erosion Repair. Where a reseeding, ore re-planting program has been ineffective, or
where other factors have created erosive conditions, corrective steps should be taken to
prevent loss of soiL There are a number of corrective measures that can be taken, which
include erosion control blankets, riprap, sodding, or reducing flow through the area.
General Facility Maintenance. In addition to the above elements of corrective
maintenance, general corrective maintenance addresses the overall facility and its
associated components. If corrective maintenance is being done to one component, other
components should be inspected to see if maintenance is needed.
2.4.4 Maintenance Indicators
Maintenance indicators are signs or "triggers" that indicate that the HOA or contract
employee needs to check the basin for maintenance needs. Some common triggers include
- --warnings or accounts oF. - •
• 5tanding water;
• Excessive sediment accumulation;
Pio Pico Filtration Basin Maintenance Manual 23 Section 2
September 2010 Maintenance Responsibility
• Excessive vegetation growth; and
• Slope instability or erosion.
Table 1 shows conditions and criteria that Vigger the need for specific routine basin
maintenance activities. The maintenance activities shown are for those times when the
field measurements exceed those of the maintenance indicator. While this table covers
routine maintenance, emergencies occasionally arise that require a more urgent, critical
response.
Pia Pico Filtration Basin Maintenance Manual 2-4 SecUon 2
September 2010 Maintenance Reaponsibility
Table 1: Basin Preventive Maintenance and Routine Ins ectlons Schedule
Design Criteria and Maintenance Inspection Maintenance Activity
Routine Actions Indicator Frequency
Erosion protection of Average plant height Once during the wet Cut vegetation to an
planted basin side is over 18 inches season and once average height of 6 inches,
slope and planted during the dry and remove trimmings;
invert season remove woody vegetation
Slope stability Evidence of erosion Annually prior to the Reseed / replant barren
wet season spots and break up/loosen
the surface if needed;
perform preferably before
the reiny season.
If reseeding / replanting is
not successful, install an
erosion blanket along the
barren spots.
Inspect for standing Presence of water Annually (72 hours Drain the facility; check the
water that has been after a storm event) outlet, and unclog it if
standing over 72 necessary
hours
Inspect for trash and Presence of trash or Once during the wet Remove and dispose of
debris debris season and once trash and debris
during the dry
season
Inspect for sediment Sediment depth Annually Remove and properly
management and the exceeding the staff dispose of sediment;
characterization of gauge marker regrede, if necessary, and
sediment for removal revegetate, if necessary
Inspect for burrows Presence of ground Annually and aker Firmly backfill wherever
squirrel holes, voles, vegetation trimming burrows cause seepage,
or gopher mounds erosion, or leakage
General maintenance Evidence of damage Semi-annually: once Take corrective action
inspection to inlet structures, during the late wet before the wet season
outlet structures, side season and once
slopes or other during the late dry
� features and/or season
evidence of significant
erosion, graffiti or
vandalism, fence
damage, etc.
2.5 Sediment Removal, Testing, and Disposal
2.5.1 Sedimerk Removal
The'types of storm water pollutants that accumulate in sediment vary, but may include
contaminants such as heavy metals, petroleum hydrocarbons, and other organic
compounds such as pesticides or solven[s (many of which may be wnsidered hazardous
wastes). When the sediment level reaches 10% of the total basin volume or 18 inches, [he
sediment must be removed. Depending on the conditions upstceam, sediment removal
should be performed once every five to ten years.
Pio Pica Filtration Basin Maintenance Manual 2-5 Section 2
September 2010 Maintenance Responsibility
z.sa seaim�+e r��
. Iviaintenance personnel should examine the appearance and odor of solids and liquids
removed from the basin to determine whether chemical analyses are necessary. They ,
should also be alert for an especially oily appearance, coloration by antifreeze, or odors of
gasoline, solvents, hydrogen sulfide, or other noxious substances.
�, Contaminated material should be separated from other uncontaminated wastes. Mixing
wastes ofdiffering qualities could contaminate the entire load and encumber its disposal.
The suspected hazardous waste should be analyzed to determine the appropriate disposal
method. [f basin contamination is suspected, the sediment should be removed from the
basin and analyzed to determine its constituents,.especially noting the presence of fats,
oils, and grease (FOG), total petroleum hydrocazbons (TP[-�, and any other metals.
2.5.3 SeAiment Disposal
• Disposal recommendations depend on the maintenance method used for the waste
sediment excavation. For example, disposal methods requiring the use of a vector truck,
which picks up wastewater in addition to sediment, differ from those used for
shoveling/bobcat sediment removal. Several methods for disposal aze available depending
on the concentrations of toxins in the waste. Methods can range from recycling the
material, to depositing the sediment into appropriate landfills. Sediment removed from a
basin is typically found to be relatively clean and can be disposed of at a local municipal
landfill.
At the time of disposal, if the wastes are deemed unfit for municipal landfill use, a full and
comprehensive testing program should be run for all the consNtuents outlined under
Califomia Code of Regulations (CCR) Title 22, which lists concentrations of certain
chemicals and their soluble threshold limit concentrations (STLCs) and total threshold
limit concentrations tTTLCs). Chemicals that exceed these concentrations are considered
hazardous waste and must be removed from the sediment. Table 2 lists S1'LCs and TTLCs
for heavy metals according to CCR Title 22.
Pio Pico FilVation Basin Maintenance Manual 2-6 � Section 2
September 2010 Maintenance Respansibility
Table 2; Solubie and TTLCs for Hea Metals Accordin to CCR Title 22
TTLC
STLC� Wet-Wei ht
Substance Abbreviation m I m k
Antimon Sb 15 500
Arsenic As 5 500
Barium Ba 100 10 OOOc
Be Ilium Be 0.75 75
Cadmium Cd 1 100
Chromium VI com ounds Cr 5 500
Chromium andlor Chromium III com ounds Cr 5 2,500
Cobalt Co 80 8,000
Co er Cu 25 2,500
Lead Pb 5 1,000
Mercu H 0.2 20
Moi bdenum Mo 350 3,SOOe
Nickel Ni 20 2,000
Selenium Se 1 100 .
Silver A 5 500
Thaflium TI 7 700
Vanadium V 24 2,400
Zinc Zn 250 5,000
' Soluble Threshold Limit Concentration (STLC)
' Total Threshold Limit Concentration (T'I7.C)
Pio Piw Filtration Basin Maintenance Manual 2-7 Section 2
September 2010 Maintenance Responsibility
. . .
3.1 Basin De$cripfion
The basin is located east of Pio Pico Road and south of Via Allrizo at the southeast comer
of the intersection of the two streeu. It collects first-flush and nuisance flows from �
approximately 627 acres within the Paseo del Sol community. The basin is designed to
capture and temporarily detain and filter first-flush runoff and dry weather nuisance flow.
These tlows enter the basin through a 24-inch storm drain, which is joined with a diversion
structure in Montellegro Street to the existing 120-inch storm drai� pipe. A CDS Unit
(Figure I) is installed upstream of the basin inlet to capture large trash and debris. A drop
inlet and filter bed sub-drain installed in the outlet of the basin (Figure 2), is an essential
component of the basin, which needs to be maintained on an annual basis. Figure 4 show
the location and the details of the basin.
3.2 Basin Access
The basin is accessible from the southem end of the facility, via the sidewalk that comes
off of Pio Pico Road. A concrete access ramp provides access to the basin. Figure 4 shows
the location of the basin, the access, and ramp into the basin.
3.3 Bas7n Opera4ions
The basin sits inli.ne with a 24-inch storm drain, which is joined with a City maintained
diversion structure in Montellegro Street to the existing 120-inch storm drain pipe. It is
designed to treat smaller frequent storm events. During the dry and wet season, basin
drainage occurs through a drop inlet and filter bed sub-drain. These facilities are
connected at the down-sVeam end of the basin to the existing 120-inch storm drain in Pio
Pico Road. Larger storm events will flow-by in the diversion structure in Montellegro '
Street and will remain in the larger pipe. In the event of a failure, or clog in the basin sub-
drain the drop inlet should handle the flows that spill over and convey them back to the
larger storm drain in the street.
3.4 Basin Inspeetions
The basin should be inspected a minimum of twice a year (before and after the rainy
season) and after each significant rain event.
Basins should be inspected for: '
• General aesthetics (graffiti, vandalism);
• Vegetation management (grass, shrubs, trees); •
• Erosion and slope stabiliry;
• Basin perfortnance (fouling, blockage, damage);
• Equipment repaidmaintenance; � -
• Differential settlement;
• Cracking;
Pio Pico Filtration Basin Maintenance Manual 3-1 Section 3
September 2010 Point Cartnel Basin
• Leakage;
• Tree growth on embankment;
• Condition of riprap in inlet and outlet;
• Sediment accumulation (within basin, and at inlet);
• Storage of accumulated sediment or other wastes (must be removed before
accumulated sediment reaches l0% of original design depth);
. Vector control; and
• Clogging before and after rainy season, after large storms, and more frequently as
needed.
Basin inspection checklists and logs (Appendices A, B, and C) should be completed during
each visit to the basin and kept in a field logbook for easy reference.
3.5 Basin Maintenance Indicators and Maintenance Activities
General basin maintenance inspection and maintenance activities are described in Section
2.4. This section describes, for this basin:
• Routine maintenance;
• Preventive maintenance;
• Corrective maintenance; and
• Maintenance indicators.
3.6 Basin Vegetation and Replanting .
The basin vegetation shall be restored, if required, in response to:
• Damage or disturbance;
• Sediment removal; and
• Regrading.
3.7 Required Basin Documer�tion
Reproducible versions of forms, logs, and guidance sheets (contained in Appendices A, B,
and C) necessary for recording necessary information while p'erforming operation,
inspection, and other basin maintenance activities are included. Originals and copies of
these completed forms must be kept and maintained by all parties involved in the
maintenance, including the HOA or its contractor, for at least five years. Proper use and
secure storage of these documents will assure the City of Temecula, neighboring agencies,
and perhaps most importantly, members of the Paseo del Sol community, that the basin is
being properly maintained, and, as a result, polluted runoff is being properly reduced and
treated wherever possible. �
Pio Pico filtration Basin Maintenance Manual 3-2 Section 3
September 2010 Point Cartnel Basin
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Figure 4: Basi� IYlaps �
Pio Pico Filtretion Basin Maintenance Manual 3-3 Sedion 3
September 2010 Point Cartnel Basin
�..- . � .• . .
Basin Sito Inspection Summary Form
Oeneral JnTormatlon
Date: Time: Inspector Name:
Sediment and Erosion Cantrol Information Maintenance
Required7
, Wliat is the sediment depth, in inches?
Does this exceed 18 inches or 10% of the 6asin volume7 OYes ONo OYes ONo
What is the sediment type and location (where is the sediment accumulatian located? (Inlet/outlet7))
Is there standing water (more than 72-hours after stortn event)7 pYes ONo OYes ONo
If answer is yes, immediate maintenance is required.
If yes, how deep is the water, in inches7
1Nhere is it tocated7 Inlet/outlet?
Is there any evidence of erosion? If yes, maintenance is requirad. OYes ONo ' ❑Yes ONo
Is there any evidence of embankment slumping or cracking7 If yes, OYes ONo OYes ONo
maintenance is required.
Vegetation Information (See Appendin D for addiNonal In(armation) Maintenanee
Required9
Is there vagetation greater than 18 inches high? If yes, maintenance may be DYes ONa OYes ONo
required.
Does vegetatian cover the entira Floor andlar all slopes of the basin7 If no, OYes ONo OYes ONo
revegetaGon may be required.
' Do the irrigation valves function properly and water adequatelyY OYes ONa OYes ONO �
Is there dead or dying vegetation on the bottom of the basin7 If yes, OYes ONo OYes ONo
maintenance is required.
Sttucturallnformallon Maintenanee
Requlred9
Are the rocks and riprap clear of sediment? (These are located at both the pYes ONa OYes ONa
basin pipe inlets and basin pipe outlet). If no, maintenance is required.
Does the CDS Unit need to be cleaned? OYes ONo �Yes �No
Any blockage or sediment in outlet structure? If yes, maintenance is required. OYes ONo OYes ONo
Is there evidence of concrete scour or cracking af structural parts? If yes, and OYes ONo ❑Yes ONa
considered major, maintenance is required.
In what condition are the fences and locks7 ❑OK ONot OK ONot applicable ❑Yes ONo
Basin access road accessible? If not, repair or ❑OK �Not OK ONot applicable OYes ONo
maintenance is required.
Are there any other general maintenance concemsT
Aesthetie Concerns Maintenance�
Required?
Is there any nan-trash debris? If sa, maintenance may be required. OYes ONo OYes ONo
Is there any trash? If so, maintenance may be required. �Yes ONo ❑Yes ONo
Is there any graffiti? If so, maintenance may be required. OYes ONo ❑Yes ONa
NonStorm Water Coneerns �Maintenance
Required?
Are there any non-storm water discharges to the basin7 If persistent,
investigate upstream of tlie basin is repairs a2 needed (i.e., broken OYes ONo OYes �No
sprinklers).
�.�- � .
Basin Maintenance Sumrnary Form
General Information
Date: Time: Inspector Name:
Sediment and Erosion Control Informatlon
Was sediment removai or sediment management peAormed? OYes ONo
Was erosion repair (including vegetative stabilization performed)? ❑Yes ONo
Was embankmenUslope repair performed? �Yes ONo
Was any other maintenance performed? (Describe) �Yes ONo
Vagetatioa Information -
Was basin grass mowing/trimming pertormed? OYes �No
Was vegetation trimming/tree pruning performed? �Yes ONo
Was basin vegetation replanting perfortned7 �`(es ONo
Was weed controt performed? �Yes ONo
Structural InTormation
Were any structurel repairs performed? (Describe) OYes ONo
Was the CDS Unit cleanedl OYes ONa �
' � Aesthetic Coneerns
Was debris and trash removal performed? ❑Yes ❑No
Was graffiti removal performed? �Yes �No
Was any other maintenance performed? (Describe) OYes ONo
• .. • . ..
' � Basin Maintenanae Log .
Date: Inspector Name: Basin:
Maintenanee Performed:
Date: Inspector Name: Basin:
Maintenance Performed:
Date: Inspector Name: Basin:
Maintenance Performed:
Date:. Inspector Name: Basin: _
Maintenance Pertormed:
Date: Inspector Name: Basin:
Maintenanee PeAormed:
Date: Inspector Name: Basin:
Maintenanee Performed:
Date: Inspector Name: Basin:
Maintenance Performed: �
Date: Inspector Name: Basin:
Maintenance Performed:
Date: Inspector Name: Basin:
Maintenanee Perfortned:
Date: Inspector Name: Basin: � .
Maintenance Performed:
Date: Inspector Name: 8asin:
Malntenance Performed:
Date: Inspeetor Name: Basin:
Maintenance Perfortned: � �
Date: Inspeetor Plame: Basin:
Maintenanee Performed:
� � � ' � 1 � 1 �
�..- . �.. . . .
DOC # 2012-0168766
Recording Requested By 04/13l2012 01:09 PM Fees: $93.00
' �S'arthAmericanT'rtleCompany Pagel
Recorded in Official Records
County of Riverside
RECORDING REQUESTED BY: Larry W. Ward
r ^ Assessor, County Clerk & Recorder
/ eN114� �ov1f5 6T � 1'���hG.
(Property Owner's Name)
"This document was electronically submitted
AND WHEN RECORDED MAIL TO: to the Counry of Riverside for recording"
Receipted by: QHENSON
3g 1 Yl � W1q'�. 5� } 3 00
(Property Owner's Mailing Address)
C c l� 9 a�q�
SPACE ABOVE THIS LINE FOR RECORDER'S USE
RECORDING OF A
WATER QUALITY MANAGEMENT PLAN
OPERATION AND MAINTENANCE AGREEMENT
FOR
Pqsco Oe\ So�
(Name of Projec fl
it4�� aLi��� �o�- �L�
(Address or Tract Map/Lot No.)
-----------------�------- Page 1 — ----.._------------
DOC # 2012-0168766
Page 2 of 27 04/13/2012 01:09 PM
� . �
Water Qualitv Manaqement Plan
Operation and Maintenance Aqreement
Property Owner Name: L-e ar '���u o� C A ��.�
Property Owner Mailing Address: 35 � � V`�a;r S�- ,� 300
C��� °, °� a� k o
Project Address or Location: C�-� o� � c�, c��a
Ptn�.bti Q.0 C�oss S Q)•.-��-c �'cl� s+�r �rA r'�cic�ows �kr�Y.
Project Assessor Parcel Number: 9 SS- �I 9D� DDq
This Operation and Maintenance Agreement (Agreement) is made in The City of
Temecula (City), a municipal agency, located in the County of Riverside, State ot
Califomia, by (insert property owner) L N 4 F1 v+�s o� C A,�..c
(Owner), this (insert day) �_of (insert mon�h and yearj Y`'�a���. ao1'd� ,
WHEREAS, the Owner owns real property (Property) as described in Exhibit "A" and
depicted in Exhibit "B", each of which exhibit is attached hereto and incorporated by
reference, and has proposed that the Property be developed in accordance with
governmental approvals issued by the City and other agencies having jurisdiction over
the Property;
WHEREAS, at the time of initial approval of the development project (Project) known as
(insert name of project) pG�.^ n�1 So1
within the Property, the City required the Project to generate a Water Quality
Management Plan (WQMP). The WQMP describes how the Project proposes to remove
pollutants and minimize any adverse impacts trom the discharge of storm water and
non-storm water runoff generated as a result of ihe Project, and includes structural and
non-structural treatment devices, also known as "Best Management Practices" (BMPs),
that will be constructed, or ins[alled, or implemented for this purpose. The precise
location(s) of these BMPs are depicted in the WQMP, on file with the City;
WHEREAS, ihe Owner signed and certified the WQMP and accepted the requirement to
routineiy inspect, clean, maintain, repair, reconstruct, and replace the BMPs associated
with the Project in order to retain their original intent and effectiveness;
WHEREAS, this Agreement is transferable onto subsequent owners, heirs, executors,
administrators, representatives, and assigns (collectively "Successors") of this Property,
Project, and all associated BMPs;
WHEREAS, the Owner and Successors are aware that such operation and maintenance
requirements are in accordance with, and enforceable under, the City's Municipal Code
and State and Federal environmental laws regulating the discharge of pollutants in storm
water and non-stormwater runoff, and may also require compliance with Local, State,
and Federal laws and regulations pertaining to confined space entry and waste disposal
methods in effect at the time such maintenance occurs;
--- —��-------------� -- ----- ---- Page 2 -------------� —
DOC # 2012-0168766
Page 3 of 27 04/13/2012 01:09 PM
NOW THEREFORE, the Owner and Successors shall be subject to the foilowing
conditions:
1. This Agreement shall be recorded in the Office of the Recorder of Riverside
County, California, at the expense of the Owner and shall constitute notice to the
Owner and all Successors of the title to said Property of the obligations required
by this Agreement. This Agreement shall also be accompanied by a copy of an
'Operation and Maintenance Manual', included in Exhibit "C", providing detailed
instructions on how and when each treatment BMP proposed for consiruction, or
installation, or implementation must be inspected, cleaned, maintained, repaired,
reconstructed, and replaced, if necessary, (collectively "Maintained") in order to
retain their original intent and effectiveness.
2. Owner shall, at their sole cost, expense, and liability, routinely maintain all BMPs
in a manner assuring peak pertormance at all times without request or demand
from the City or other agency. All reasonable precautions shall be exercised in
the removal of any material(s) from the BMPs and the ultimate disposal of the
material(s) in a manner consistent with all relevant laws and regulations in effect
at the time of the recording of this Agreement. As may be requested from time to
time by ihe City, the Owner shall provide the City with documentation identifying
the inspections, maintenance activities, material(s) and quantity(ies) removed,
and disposal destinations.
3. Owner hereby provides the City complete access at any time and of any duration
during business hours to the BMPs, their immediate vicinity, and all legally
accessible areas draining to them upon reasonable notice, or in case of
emergency as determined by the City without advance notice, for the purpose of
inspecting the BMPs and/or sampling runoff into and/or trom the BMPs. The City
shall make every effoR to minimize interference with the Owner's use of the
Property during these inspections and sampling activities.
4. In the event the Owner fails to accomplish the necessary operation and
maintenance obligations required by this Agreement, the Owner hereby
authorizes the City to pertorm any maintenance necessary to restore the BMPs
to their original intent and effectiveness. Owner shall reimburse all expenses
associated with the City's maintenance activities to the City, including
administrative costs, attorney fees, and interest thereon at the maximum rate
authorized by the Civil Code. The City may also opt to use the proceeds from
any securities posted for the project, or place a lien on the Property in such
amount as will fully reimburse the City, to pay for such maintenance in order to
guarantee the continued performance of fhe BMPs.
5. Owner shall notify any successor to title of all or part of the Property about the
existence of this Agreement and provide such notice and a copy of this
Agreement prior to such Successor obtaining an interest in all or part of the
Property.
..-------- Page 3 ---....------------------
DOC # 2012-0168766
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IN WITNESS THEREOF, the Owner hereto affixes their signature as of the date first
written above.
f Lennar Homes of Califomia, InC.
OWNER 1: y OWNER 2(If more than one owner):
g,�. �����e_ -�-. �1���..
me Name
ignature Signature
T,}�' V\�G P<<S;d��.�
Title Title
A nolary acknowiedgement is required for recordation (attach appropriate acknowledgement).
_—__ _.__—_.._— .--_—_ Page4 — —_. --'— .—
DOC # 2012-0168766
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STATE OF CALIFORNIA )
) ss.
COUNTY OP RIVERSIDE )
On March 14, 2012, before me Janice Boyle, Notary Public personally appeared Jeffrey T. Clemens, who
proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within
instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his
signature on the instrument the person or the entity upon behalf of which the person acted, executed the
instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
� JrN!CE BGYLE
��,° CoMM,� 1935789
N ��� NOIARYPI'BiIPCRbFOANIP, �
RrvEqsio=. couxrr —
FIY COMM. [d°. JUkE 11, 2015 �
Signature '
(This area for official no[nrial seal)
DOC # 2012-0168766
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EXHIBIT A
' (Leaal Descrlptlan o/ PropertV)
Lot 74 of 7rac1 No. 24186 as shown on lhe map �IeE in Book 396, Pages 41 throug� 48, inGusive, of Maps in the Office of the County Rewrder of Riverside County, Calilornia.-�.�_ I
Page 5
DOC # 2012-0168766 I
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f , • i i
EXHIBIT B �
(Map/l/lusfration)
I
- Page 6 --
DOC # 2012-0168766
Page 8 of 27 04/13/2012 01:09 PM
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DOC # 2012-0168766
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EXHIBIT C
(Operation and Maintenance Manual)
--------------- Page 7 ----- ----
DOC # 2012-0168766
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, Maintenance Manual
for
Pauba Road Infiltration Trench
Prepared For:
Lennar Communities
391 N. Main Street, Suite #300
Corona, CA 92880
and
Paseo Del Sol Master Association
Managed by: Walters Management
' 25109 Jefferson Avenue, Suite 300
Murrieta, CA 92562-8119
Prepared by:
■ ■ ■
CONSULTING
40810 County Center Drive, Suite 100
Temecula, CA 92591
Prepared: April 9, 2012
JN 15-102440
DOC # 2012-0168766
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Table of Contents
1 Overview ....................................................................................................................... I -3
1.1 Purpose of the Infiltration Trench Maintenance Manual ....................................1-3
1 .2 Storm Drain System ............................................................................................1-3
13 General Description and Function of Facility ..................................................... I-3
2 Maintenance Responsibility ..........................................................................................2-1
2.1 Paseo del Sol Master Association Responsibility ...............................................2-1
2.2 Maintenance Contractor Responsibility ..............................................................2-1
23 Safety Precautions ...............................................................................................2-1
2.4 Maintenance Indicators and Activities ................................................................2-2
2.4.1 I'unctional Maintenance .........................................................................2-2
2.4.2 Preventive Matntenance ..........................................................................2-2
2.4.3 Corrective Maintenance ..........................................................................2-2
2.4.4 Maintenancelndicators ..........................................................................1-3
2.5 Sediment Removal, Testing, and Disposal .........................................................2-3
2.5.1 Sediment Removal ...................................................................................1-3
2.5.2 Sediment Testing .....................................................................................2-3
2.5.3 Sediment Disposal ...................................................................................2-4
3 Pauba Road Infiltration Trench .....................................................................................3-1
3 .1 Trench Description ..............................................................................................3-1
3.2 Trench Access .....................................................................................................3-1
33 Trench Operations ...............................................................................................3-1
3 .4 Trench Inspections ..............................................................................................3-1
3.5 Vegetation and Replanting above the Trench .....................................................3-2
3.6 Required Trench Documentation ........................................................................3-2
Pauba Road Iniltration Trench Maintenance Manual 1-1 Section t
Apri12012 Maintenance Responsibility �
DOC # 2012-0168766
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Appendices
Appendix A: Infiltration Trench Inspection Summary Form
Appendix B: Infiltration Trench Maintenance Summary Form
Appendix C: Infiltration Trench Maintenance Log
Appendix D: Additional Information
Tables
Table 1: Basin Preventive Maintenance and Routine Inspections Schedule ............................... 2-3
Table 2: Soluble and TTLCs for ]ieavy Metals According to CCR Title 22 .............................. 2-4
Figures
Figure i: First Flush Manhole Detail ...................................................................................................1-4
Figure Trench Detail ..........................................................................................................................1-5
Figure 3: Pauba Road Infiltration Trench Location ............................................................................1-6
Figure 4: Pauba Road Infiltration Trench Maps .................................................................................3-3
Pauba Road Infiltration Trench Maintenance Manual t-2 Section 1
April 2012 Maintenance Responsibility
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� . .
1.1 Purpose of fhe Infiltration Trench Maintenance Manual
The Pauba Road Infiltration Trench Maintenance Manual explains how to maintain the trench, which is
located in Paseo del Sol, a Southern California community in the City of Temecula. This infiltration
trench is a pollution control device designed to treat urban runoff before it enters creeks, streams and the
ocean. It requires regular maintenance to ensure it continues to perform its water quality functions. The
Paseo del Sol Master Association (HOA) or its hired wntractor is responsible for maintaining this
trench.
This manual serves as a reference guide and field manual to equip the HOA or its contractor with:
. An overview of the trench and its function;
• A description of the location of the trench within the City of Temecula;
• An understanding of the steps required to effectively maintain the trench on a consistent basis;
and
• Reproducible versions of forms, logs, and guidance sheets necessary for recording information
.
while performing inspection and maintenance activities.
1.2 Storm Dnin System
The storm drain system in Paseo del Sol wnsists of street gutters; catch basins, and pipelines. Street
gutters channel the water from streets to catch basins to a pipe directing the water away from the
community. For this application, waters in the pipe enter a first flush manhole (see figure 1) which splits
off water quality volumes of runoff which are then directed into the infiltration trench. For more
information on how the trench functions, see Section 1.3. The system described in this manual is a
private system, maintained by the HOA or its contractor. Under the community's public street (Pauba
Road) lie public storm drain pipes.
1.3 General Description arxi Function of Facility
The Pauba Road Infiltration Trench is a long, narrow, rock-filled trench(see figure 2) with no outlet that
receives stom�water runoff from upstream pipe flows only. There are no surface flows entering the
trench from directly above the trench itself due to the impervious liner running along the top and sides of
the trench. Runoff is stored in the void space between the stones and infiltrates through the bottom and
into ihe soil matrix. It functions by capturing and filtering surface runoff from storm events, non-storm
events, and urban nuisance flows. Figure 3 shows the location of the trench within the Paseo del Sol
community.
Pollution is removed by:
• Filtration by the stone filter bed
• Filtration by the underlying soil matrix
Additional details related to the function of the trench can be found in Section 3.1. For more
information on maintenance activities, see Section 2 and Appendices A, B, and C.
Pauba Road Infiltration Trench Maintenance Manual 1-3 Sedion 1
April 2012 Maintenance Responsibility
DOC # 2012-0168766
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r �
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Pauba Road Infiltration Trench Maintenance Manual 1-4 Section 1
April 2012 Mainlenance Responsibility
DOC # 2012-0168766
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' NE "J-1'
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Pauba Road Infltration Trench Maintenance Manual 1-5 Section 1
April 2012 Maintenance Responsibility
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DOC # 2012-0168766
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.. .
2.1 Paseo del Sol Master Association Responsibility
The HOA, or its hired contractor, is responsible for all portions of the storm drain system that connects
the infiltration trench to the public storm drain system. The main trench task that is the responsibility of
the HOA, or its hired contractor, include:
• Ensuring Water Quality Flows are entering the Trench
A qualified HOA or contract employee should periodically inspect the Drain Box within the first flush
manhole for standing water at least twice a year: once before the rainy season (AugusUSeptember) and
once during the rainy season (February/March). For a list of inspection duties, see Appendix A. If the
HOA or contract employee detects a problem, they should inform a supervisor as soon as possible to
address the situation before the next storm event occurs. Once the HOA or contract employee becomes
aware of the problem, they should dispatch qualiFed maintenance personnel to correct the problem as
soon as possible.
The HOA or contract employee must perform routine maintenance activities, such as removal of trash or
debris from the Drain Box Grate and sediment from within the Sediment Collection Chamber at least
twice a year.
2.2 Mairrtenance Contractor Responsibility
If a maintenance contractor assists with maintenance, some of the potential responsibilities to ensure the
system is working efficienUy may include, but are not limited to:
• Performing engineered water flow functions;
• Protecting surrounding plant life; and
• Maintaining acceptable trench functions.
Specific maintenance requirements for the maintenance contractor are presented in detail in Section 2.4
of this manual.
2.3 Safety Precautions
While performing trench and system maintenance activities, all personnel must observe the following
safety precautions at all times:
• Minimize time spent on the roadway.
• Wear an orange safety vest and appropriate shoes.
• Wear rain gear during a storm event.
• Be aware of slippery conditions, fast moving water, and unstable ground.
• Bring adequate lighting to compensate for poor visibility, especially at night.
• Avoid back strain by using your legs to lift heavy objects.
• Use care when operating power tools and machinery. Only use them if you are trained in their
proper use.
• Always wear eye protection when warking with tools.
Pauba Road Infiltration Trench Maintenance Manual 2-1 Section 2
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•�Ivlaintain balance when working from heights.
• Avoid sharp edges, such as broken glass.
• Be aware of overhead dangers.
• Watch out for dogs and other animal hazards.
• Avoid the edges of fast-moving bodies of water. These edges are usually slippery and unstable
during rainy conditions.
• Do not leave materials, tools, and equipment, unattended or blocking walkways.
• Keep a phone or other means of communication nearby at all times.
• Never leave open holes unattended or unbarricaded.
• Clean up your work area before exiting the basin.
2.4 Mai�enance Indicators and Activities
2.�> Funcfiona/Maintenance
Regular functional maintenance is required to ensure the trench performs in an effective manner.
Functional maintcnance consists of both preventative and corrective activities. Reproducible versions of
forms, logs, and guidance sheets (contained in Appendices A, B, and C) necessary for recording vital
information while performing operation, inspection, and other trench maintenance activities arc
included. Originats and copies of these completed forms must be kept and maintained by all parties
involved in the maintenance, including the HOA, or its contractor, for five years. Proper use and secure
storage of these documents will assure the City of Temecula, neighboring agencies, and perhaps most
importandy, members of the Paseo del Sol community, that the trench is being properly maintained. As
a result, polluted runoff is being properly reduced, treated, and eliminated wherever possible.
2.4C2 Pievenfive Maintenance
Preventivc maintenance should be performed on a regular basis, and the records of maintenance
performed should be kept for five years. Appendices A and B contain checklists to help track and record
preventive maintenance activities, which include:
Trash and Debris Removal. During each inspection and maintenance visit to the site, debris and trash
which may be blocking the Drain Box Inlet must be removed to ensure water quality flows are entering
the trench.
Sediment Management. If sediment has collected in the sediment collection box to a depth of 4 inches
below the inveR of the 12" CSP, these deposits must be removed to maintain its functionality.
2.�3 Coirective Maintenance
Correctivc maintenance is required on an emergency or non-routine basis, to correct problems and to
restore the intended operation and safe function of the basin. It includes:
Structural Repairs. Damage to any structural component of the trench should be promptly repaired.
General Facility Maintenance. Clogged infiltration trenches exhibit reduced water quality
performance. If the trench takes more than 72 hours to drain, as indicated by standing water in the drain
box, then the rock fill should be removed and all dimensions of the trench should be increased by 2
inches to provide to provide a fresh surface for infiltration.
Pauba Road Infiltration Trench Maintenance Manual 2-2 Sec[ion 2
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Table 1: Infiltration Trench Preventive Maintenance and Routine Ins ections Schedule
Design Criteria and Maintenance inspection Maintenance Activity
Routine Actions Indicator Frequency
Inspect for standing Presence of water Annually and 72 Check the 12" CSP within
water within the Drain that has been hours after a storm the trench for blockages,
Box standing over 72 event and unclog it if necessary
hours
Inspect Drain Box Presence of trash or Once during lhe wet Remove and dispose of
Grate for trash and debris season and once trash and debris
debris during the dry
season
Inspect the sediment Sediment depth within Bi-Annually Remove and properly
coliection chamber 4 inches of invert of dispose of sedimenl
within the drain box 42" CSP
for sediment buildup
2.�4 Maintenance /ndicatvrs
Maintenance indicators are signs or "triggers" that indicate that the HOA or contract employee needs to
check the trench for maintenance needs. Some common triggers include warnings or accounts of.
• Standing water in the Drain Box wilhin the First Flush Manhole
• Excessive sediment accumulation in the Sediment Collection Chamber within the Drain Box
Table 1 shows conditions and criteria that trigger the need for specific routine basin maintenance
activities. The maintenance activities shown are for those times when the field measurements exceed
those of the maintenance indicator. While this table covers routine maintenance, emergencies
occasionally arise that require a more urgent, critical response.
2.5 Sediment Removal, Testing, and Disposal
2.5.1 SedimeMRemova/
The types of storm water pollutants that accumulate in sediment vary, but may include contaminants
such as heavy metals, petroleum hydrocarbons, and other organic compounds such as pesticides or
solvents (many of which may be considered hazardous wastes). When the sediment reaches a level 4
inches below the invert of the 12" CSP, the sediment must be removed.
2.5.1 Sediment Testing
Maintenance personnel should examine the appearance and odor of solids and liquids removed from the
chamber to determine whether chemical analyses are nccessary. They should also be aler[ for an
especially oily appearance, coloration by antifreeze, or odors of gasoline, solvents, hydrogen sulfide, or
other noxious substances.
Contaminated material should be separated from other uncontaminated wastes. Mixing wastes of
differing qualities could contaminate the entire load and encumber its disposal. The suspected hazardous
waste should be analyzed to determine the appropriate disposal method. If contamination is suspected,
the sediment should be removed from the chamber and analyzcd to determine its constituents, especially
noting the presence of fats, oils, and grease (FOG), total petroIeum hydrocarbons (TPH), and any other
metals.
Pauba Road Infltration Trench Maintenance Manual 2-3 Section 2
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25�3 � Sedime� Disposa/
Several methods for disposal are available depending on the concentrations of toxins in the waste.
Methods can range from recycling the material, to depositing the sediment into appropriate landfills.
Sediment removed from a basin is typically found to be relatively clean and can be disposed of at a local
municipal landfill.
At the time of disposal, if the wastes are deemed unfit for municipal landfill use, a full and
comprehensive testing progam should be run for all the constituents outlined under Califomia Code of
Regulations (CCR) Title 22, which lists concentrations of ceRain chemicals and their soluble threshold
limit concentrations (STLCs) and total threshold limit concentrations (TTLCs). Chemicals that exceed
these concentrations are considered hazardous waste and must be removed from the sediment. Table 2
lists STLCs and TTLCs for heavy metals according to CCR Title 22.
Table 2: Soluble and TTLCs for Heav Metals Accordin to CCR Title 22
TTLC
STLC, Wet-Wei ht
Substance Abbreviation m ll m/k
Antimon Sb 15 500
Arsenic As 5 500
Barium Ba 100 10,OOOc
Be Ilium Be 0.75 75
Cadmium Cd 1 100
Chromium VI com ounds Cr 5 500
Chromium and/or Chromium III com ounds Cr 5 2,500
Cobalt Co SO 8,000
Co er Cu 25 2,500
Lead Pb 5 1,000
Mercu H 02 20
Mol bdenum Mo 350 3,500e
Nickel Ni 20 2,000
Selenium Se 1 100
Silver A 5 500
Thallium TI 7 700
Vanadium V 24 2,400
Zinc Zn 250 5,000
� Soluble Threshold Limit Concentration (STLC)
Z Tolal Threshold Limit Concentration (TTLC)
Pauba Road Infiltration Trench Mainlenance Manual 2-4 Section 2
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. . ' . . . .
3.1 Trench Description
The trench is located within the southem parkway along Pauba Road, east of Meadows
Parkway and west of Butterfield Stage Road. It collects first-flush and nuisance flows from
approximately 14 acres within the Paseo del Sol community. The trench is designed to
capture and filter first-flush runoff and dry weather nuisance flow. These flows enYer the
trench specifically through a 24" x 24" drain box located within a first flush manhole
(diversion structure) connected to an existing 24" and 36" storm drain. The rock filled
layer and associated 12° CSP in the trench is surcounded by an impervious liner and
located 9" to 11" below gade. It therefore does not receive surface flows from areas
directly above the trench through percolation. The manhole is located in the parkway of
Pauba Road and needs to be maintained on an annual basis.
3.2 Trench Access
The trench itself is a subsurface structure and is therefore only aceessible through the first
flush manhole and 12" cleanout located within the parkway of Pauba Road. Error!
Reference source not found. shows the location of the trench.
3.3 Trench Operations
The trench is connected to publicly maintained 24" and 36" storm drain lines by a privately
maintained first flush manhole diversion structure. It is designed to treat smaller storm
events and nuisance flows. Larger storm events will flow past the diversion structure and
continue downstream in the larger pipe. In the event of.a failure or clog in the diversion
structure, flows will again travel past the diversion structure and continue downstream in
the larger pipe.
3.4 Trench Inspections
The trench should be inspected a minimum of twice a year (before and after the rainy
season) and after each significant rain event.
The trench should be inspected for:
• First flush manhole performance (blockage of drain box grate,);
• Differential settlement within trench alignment
• Sediment accumulation within drain box (must be removed once sediment level in
the sediment collection chamber reaches a level of 4" below the invert of the 12"
CSP)
• Clogging as evidenccd by standing water in the drain box before and afrer rainy
season, more than 72 hours after large storms, and more frequently as needed.
Basin inspection checklists and logs (Appendices A, B, and C) should be completed during
each visit to the trench and kept in a field logbook for easy reference.
Pauba Road Infltration Trench Maintenance Manual 3-1 Sec[ion 3
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, „� .
3.5 Vegetation and Replanting above the Trench
The vegetation above the trcnch shall be restored, if required, in response to:
• Rock fill and ]i�cr removal and replacement
3.6 Required Trench Documentatan
Reproducible versions of forms, logs, and guidance sheets (contained in Appendices A, B,
and C) necessary for recording necessary inforrnation while performing operation,
inspection, and other trench maintenance activities are included. Originals and copies of
these completed forms must be kept and maintained by all parties involved in the
maintenance, including the HOA or its contractor, for at ]east five years. Proper use and
sewre storage of these documcnts will assure the City of Temecula, neighboring agencics,
and perhaps most importantly, members of the Paseo del Sol community, that the trench is
being properly maintained, and, as a result, pollutcd runoff is being properly reduced and
treated wherever possible.
Pauba Road Infillration Trench Maintenance Manual 3-2 Section 3
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• Infiltration Trench
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Figure 4: Pauba Road InTiltration Trench Maps
Pauba Road Infiltration Trench Maintenance Manual 33 Section 3
April 2012 Maintenance Responsibiliry
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� ,.� .
,��_ � � . �• . .
Infiltration Trench Inspection Summary Form
General Informatfon
Date: Time: inspector Name:
Maintenance
Struetural Information Requlred?
Is lhere standing water in lhe Drain Box within the First Flush Manhole (more
ihan 72-hours after storm event)? ❑Yes ONo OYes ONo
If answer is yes, immediale maintenance is required.
Is [here trash or debris blocking the inlet grate to the Drain Box? pYes ONO OYes ONo
If answer is yes, immediale maintenance is required.
Are there any other general maintenance concerns?
Pauba Road Infltration Trench Mainlenance Manual AppendixA
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,. .
���_ . . - •
Infiltration Trench Maintenance Summary Form
General Information
Date: Time: Inspector Name: �
Structural 1 niormation
Were any structural repairs performed? (DescribeJ OYes ONo
Pauha Road Infttration Trench Maintenance Manual Appendix B
April 2012 Maintenance Responsibility
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,. •
���• . . •.
Infiltration Trench Maintenance Log
Date: Inspector Name: Basin:
Maintenance Performed:
Date: Inspector Name: Basin:
Maintenance Performed:
Date: Inspector Name: Basin:
Maintenance Performed:
Date: Inspector Name: Basin:
Maintenance Performed:
Date: Inspector Name: Basin:
Maintenance Performed:
Date: Inspector Name: Basin:
Maintenance Performed:
Date: Inspector Name: Basin:
Maintenance Performed:
Date: Inspector Name: Basin:
Maintenance Performed:
Date: Inspector Name: Basin:
Maintenance Performed:
Date: Inspector Name: Basin:
Maintenance Performed:
Date: Inspector Name: Basin:
Maintenance Performed:
Date: Inspector Name: Basin:
Maintenance Pertormed:
Date: Inspector Name: Basin:
Maintenance Performed:
Pauba Road Infiltration Trench Maintenance Manual Appendix C
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� .« r
��._ � � �•� • . •
Pauba Road Infiltration Trench Maintenance Manual Appendiz D .
� April 2012 Maintenance Responsibility
Water Quality Management Plan (WQMP)
Paseo del Sol
'• Contents
Section Page
I PROJECTDESCRIPTION A-1
II $ITE CHARACTERIZATION A-6
III POLLUTANTS OF CONCERN A-7
N HYDROLOGIC CONDITIONS OF CONCERN A-9
V BEST Mn�vncaMENT PancT�ces A-10
V.1 Site Design BMPs A-10
V2 Sowce Control BMPs A-13
V.3 Treatment Conuol BMPs A-15
V.4 Equivalent Tceatrnent Control Alternatives A-19
V.5 Regionally-Based Treatment Control BMPs A-19
- VI OPERATION AND MAMTENANCE RESPONSIBILITY FOR TREATMENT
CoNTao� BMPS A-20
VII F[7taD[taG A-22
• APPENDICES
A. CONDITIONS OF APPROVAL
B. VICINITY MAP, WQMP SITE PLAN, AND RECENING WATERS MAP
C. SUPPORTING DETAIL RELATED TO HYDROLOGIC CONDITIONS OF CONCERN (IF APPUCABLE�
D. EDUCATIONALMA'CERIA[.S
E. SOILS REPORT (IF APPLICABLE)
F. TREATMENT CONTROL BMP SIZMG CALCULATIONS AND DESIGN DETAILS .
G. AGREEMENTS - CC&RS, COVENANT AND AGREEMENTS AND/OR OTHER MECHANISMS FOR ENSURING ONGOING
OPERATION, MAMTENANCE, FUNDMG AND TRANSFER OF REQUIREMENTS FpR THIS PROJECT-SPECIFIC WQMP
H. PHASE 1 ENVIRONMENTAL SITE ASSESSMENT - SUMMARY OF SITE REMEDIATION CONDUCTED AND USE
RESTRICTIONS
I. FEDERAL/STATE AGENCY APPROVALS
.
A-i
September 1, 2010
Water Quality Management Plan (WQMP)
Paseo del Sol
• I. Proj ect Description
Instructions:
The project description shall be completely and accurately described in narrative form. In the field provided on
page A-3, descnbe and with supporting figures (maps or e�ibits), where facilities will be located, what
activities will be conducted and where, what kinds of materials will be used and/or stored, how and where
materials will be delivered, and the rypes of wastes that will be generated. "I'he following information shall be
described and/or addressed in the "Project Description" section of the project-specific WQMP:
■ Project owner and WQMP preparer;
■ Project location;
■ Project size;
■ Standard Industria] Classification (SIC), if applicable;
■ Location of facilities;
■ Activiries and ]ocation of activities;
■ Materials Storage and Delivery Areas;
■ Wastes generated by project activities.
•
Location of Facilities
The proposed project, Paseo Del Sol, Tracts 24188-2, 24188-3 and 24188-F comprising approximately 107.36
gross acres, 7537 net acres of residenrial lots and 31.99 acres of streets, slopes, open space and off-site
parkway, is ]ocated in the City of Temecula, Califomia. The project site is located east of Interstate Route 15
and north of Highway 79, as shown on Exhibit "A". The project area is generally bound by Meadows Parkway
to the west, Sunny Meadows Drive to the south, Butterfield Stage Road to the east, and Pauba Road to the
north. The site map included in Appendix B shows where facilities will be located. A vicinity map depicting
the project site with respect to identifiable major roadways, geographic features, and landmarks is shown below
on page 2.
Existing Site
The site was previously rough graded and it has temporary erosion control BMP's in place. Streets are not
paved. On-site storm drain and catch basins have not been constructed yet. Off-site storm drain facilities on
surrounding roads are already in place. The site has two watersheds. A small portion of the site to the north
(13.62 acres) drains to the existing 36" storm drain lateral on Pauba Road, and the remaining portion of the site
(93.74 acres) drains south to the existing storm drains on Meadows Parkway and Sunny Meadows Drive. These
storm drain facilities merge downstream on Meadows Parkway and then continue downstream to Montelegro
Way and Pio Pico Road.
.
A-1
September 1, 2010
Water Quality Management P►an (WQMP)
Paseo del Sol
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Proposed Site
The proposed project is a single family master planned residential development with open space areas. The
project consists of Tracts 24188-2, 24188-3 and 24188-F. These tracts were recorded in December 28, 2005 and
subdivided within planning areas 26 and 28 of the City's Specific Plan #219. 291 single-family residential ]ots
are proposed. Each lot is approximately 0.18 acres. This project will also construct sidewalks, slope and
• parkway landscaping, 390,000 SF of streets and a recreation center.
A-2
September 1, 2010
Water Quality Management Plan (WQMP)
Paseo del Sol
� Location of Activities
Typical family living activities can be expected throughout Yhe project site. Pollution-Prevention literahse will
be dish to al] new homeowners.
Material Storage
There are no material storage areas designated for the project site and no designated common areas for trash.
Each homeowner will be responsible for their own storage of matenals, and will receive literature expressing
responsible trash management.
Delivery Areas
There are no specific loading or unloading docks or areas designated for the project site.
Waste Generated
Waste generated onsite will be typical of residential development. Typical waste associated with residential
development includes sediment, nutrients, organic compounds, oxygen demanding substances, bacteria and
viruses, pesticides, trash, debris, oil, grease and metals. Trash pickup will occur weekly from each home. The
primary pollutants of concern can be found in Section III on page 6.
Project Owner: Lennar
� 391 N. Main Street, Suite 301
Corona, CA 92880
Telephone: 951-817-3600
Jarnne Valdez, Project Manager
Paseo dei Sol Master Association
C/O Walters Management
Z5109 JefFerson Avenue, Suite 300
Murrieta, CA 92562-8119
Telephone: 951-698-8511
Jenny Fisher
WQMP Preparer: RBF Consulting
40810 County Center Drive, Suite 100
Temecula, CA 92591-6022
• Telephone: (951) 676-8042
Miguel Gonzalez, Project Manager
A-3
September 1, 2010
Water Quality Management Plan (WQMP)
Paseo del Sol
� Project Site Address: Southwest Corner of Pauba Road And Meadows Parkway
Temecula, CA
Planning Area/
Community Name/
Development Name: Planning Areas 26 and 28/ Paseo del Sol
APN Number(s): 955-840-001 thru 955-510-016
Thomas Bros. Map: Riverside County Page 959, grid F-6, date 2006
Project Watershed: Santa Margarita River (HA 902)
Sub-watershed: Temecula Creek (HAS 902.51 and 902.52)
Project Site Size: 107.36 acres (gross), 75.37 (net)
Standard Industrial Classification (SIC) Code: N/A Residential Project
Formation of Home Owners' Association (HOA) or Property Owners Association (POA):
Y � N ❑
Additional Permits/Approvals required for the Project
� AGENCY Permit required
State Department of Fish and Game, 1601 Streambed y� N�
Alteration Agreement (see correspondence in appendix I)
State Water Resources Control Board, Clean Water Ad
(CWA) section 401 Water Quality Certification (see Y� N�
corres ondence in a endix I
US Army Corps of Engineers, CWA section 404 permit y� N�
(see correspondence in appendix I)
US Fish and Wildlife, Endangered Species Act section 7 y� N�
biological opinion
Oth2f (p/ease list in the space be%w as required)
City of Temecula Grading Permit 1' � N❑
City of Temecula Building Permit Y � N �
�
A-4
July 26, 2010
Water Quality Management Plan (WQMP)
Paseo del Sol
�
Appendix A of this project-specific WQMP includes a complete copy of the final Conditions of Approval.
Appendix B of this project-specific WQMP includes:
1. A Vicinity Map identifying the project siYe and surrounding planning areas in sufficient detai] to
allow the project site to be plotted on Co-Permittee base mapping; and
2. A Site Plan for the project. The Site Plan included as part of Appendix B depicts the following
project features:
■ Location and identificarion of all structural BMPs, including Treatment Control BMPs.
■ Landscaped areas.
■ Paved areas and intended uses (i.e., parking, outdoor work area, outdoor material storage area,
sidewalks, patios, tennis courts, etc.).
■ Number and type of structwes and intended uses (i.e., buildings, tenant spaces, dwelling units,
community facilities such as pools, recrearion faciliries, tot lots, etc.).
■ Infrastructure (i.e., streets, storm drains, etc.) that will revert to public agency ownership and
operation.
■ Location of existing and proposed public and private storm drainage facilities (i.e., storm
drains, channels, basins, etc.), including catch basins and other inlets/outlet structures. Existing
and proposed drainage facilities should be clearly differentiated.
� ■ Location(s) of Receiving Waters to wMch the project directly or indirectly discharges.
■ Location of points where onsite (or hibutary offsite) flows exit the property/project site.
■ Proposed drainage areas boundaries, including tributary offsite areas, for each location where
flows exits the property/project site. Each tributary area should be clearly denoted.
■ Pre- and post-project topography.
Appendix G of this project-specific WQMP shall include copies of CC&Rs, Covenant and Agreements, and/or
other mechanisms used to ensure the ongoing operation, maintenance, funding, transfer and implementation of
the project-specific WQMP requirements.
.
A-5
July 26, 2010
Water Quality Management Plan (WQMP)
Paseo del Sol
• II. Site Characterization
Land Use Designation or Zoning: sr # 2t9 Planning areas 26 and 28, medium density residential.
Current Property Use: Graded and vacant
P�Op052C1 PI'Op21'ty US2: Single Family Residential
Availability of Soils Report: Y� N❑ Note: A soi/s report fs required if infiltration BMPs are
utilized. Attach report in Appendiz E.
Phase 1 Site Assessment: Y ❑ N� Note: If prepared, attached remediation summary
and use restrictions in Appendix H.
� Receiving Waters for Urban Runoff from Site
303(d) List Designated Beneficial Uses Proximiry to
Receiving Waters Impairments RARE Beneficial
Use
Temecula Creek Nitl'ogen, PhosphorUS, MUN, ARG, IND, PROC, GWR, Z miles
(902.51) Total Dissolved Solids REC2, WARM, WILD
Temecula Creek Nitrogen, Phosphorus, MUN, AGR, IND, PROC, GWR, 3 miles
902.52 TDS REC2, WARM, WILD
Santa Margarita River- phosphorus AGR, GWR, RECl, REC2, 5 miles
U er 902.22,21 WARM, WILD, RARE
Santa Margarita River- MUN, AGR, IND, PROC, RECl,
Lower (902.13,12,11) None REC2, WARM, COLD, WILD, 25 miles
RARE
Santa Margarita River- Eutrophic REC1, REC2, EST, WILD, 36 miles
La oon 902.11 RARE, MAR, MIGR,
IND, NAV, REC 1, REC 2, COMM,
Pacific Ocean None BIOL, WILD RARE MAR, AQUA, 37 miles
MIGR SPWN SHELL
.
A-6
July 26, 2010
Water Quality Management Plan (WQMP)
Paseo del Sol
• III. Pollutants of Concern
Potential pollutants associated with Urban Runoff from the proposed project must be identified. Exhibit B of the
WQMP provides brief descriptions of typical poIlutants associated with Urban Runoff and a table that
associates typical potentia] pollutants with types of development (land use). It should be noted that at the Co-
Permittees discretion, the Co-Permittees may also accept updated studies from the Califomia Associarion of
Stormwater Quality Agencies (CASQA), USEPA, SWRCB and/or other commonly accepted
agencies/associations acceptable to the Co-Permittee for determination of Pollutants of Concern associated with
given land use. Additionally, in identifying Pollutants of Concern, the presence of legacy pesticides, nutrients,
or hazardous substances in the site's soils as a result of past uses and their potential for exposure to Urban
Runoff must be addressed in project-specific WQMPs. The Co-Permittee may also require specific pollutants
commonly associated with urban runoff to be addressed based on lmown problems in the watershed. The list of
potential Urban Runoff pollutants identified for the project must be compared with the pollutants identified as
causing an impairment of Receiving Waters, if any. To identify pollutants impairing proximate Receiving
Waters, each project proponent preparing a project-specific WQMP shall, at a minimum, do the following:
1. For each of the proposed project discharge points, identify the proximate Receiving Water for each
discharge point, using hydrologic unit basin numbers as identified in the most recent version of the
Water Quality Conh�ol Plan for the Santa Ana River Basin or the San Diego Region.
2. Identify each proximate identified above that is listed on the most recent list of Clean Water Act
Section 303(d) list of impaired water bodies, which can be found at website
• wwwswrcb.ca.gov/tmdU303d_lists.html. List all pollutants for which the proximate Receiving Waters
are impaired.
3. Compare the ]ist of pollutants for which the proximate Receiving Waters are impaired with the
pollutants expected to be generated by the project.
UCbdf1 RUI10ff POIIUtd11tS: Insert potential stormwater pollutants associated with project type as presented
in Exhibit B of Riverside County WQMP. Additionally, any other potential
stormwater pollutants that are project-specific must also be identified.
•
A-7
September 1, 2010
� Attachment to Section III.
Item #1. Addressed in Section II, Receiving Waters table.
Item #2. Addressed in Section II, Receiving Waters table.
Item #3. `Parking Lots' will be used as the pollutant category for this WQMP. As such, the
pollutants associated with parking lots are listed below.
.07.,�L ��'x � �'T�,:�._ ..� 303 t�: �TS=f'T'G-�
0.= f ?C1��
�pecY�d , Pot fi'
. � ,
,. ,
a
m. ,. � - ,
��
.� . , �._,_ , �� _
SedimenUTurbidity Landscaped Areas No
Nutrients Landscaped Areas Santa Mazgarita
(Phsphorus/Nitrogen) River - Upper
Organic Compounds Vehicles No
Trash & Debris Homes No
• Oxygen Demanding Landscaped Areas No
Substances
Pathogens (Bacteria Pets No
and Viruses)
Oil & Grease Vehicles No
Pesticides Landscaped Areas No
and Homes
Metals Vehicles Yes
Pollutantof Concern:
Temecula Creek is listed on the 2006 Clean Water Act Section 303(d) List of Water Qualiry LimiYed
Segments as being impaired by Phosphorus, Nitrogen, and Total Dissolved Solids. As such, these
pollutants are the Pollutants of Concern for this project.
Lesacv Pollutants:
According to the Environmental Impact Report No. 235, "The Paloma Del Sol project site was used for
dryland farming and grazing by sheep and cattle", therefore the presence of legacy pesticides, nuh`ients, or
hazardous substances in the site's soil as a result of past uses is unlikely and the site should be suitable for
residential development. However, no storm water sampling data have been accumulated to idenYify the
• annual quantities of these potential pollutants in the storm water. It is not cunently lmown whether these
components are, in fact, currently present.
Water Quality Management Plan (WQMP)
Paseo del Sol
• Description of Urban Runoffi Pollutants of Concern Expected, per above Tabies:
• Pathogens - Pathogens (bacteria and viruses) are ubiquitous microorganisms that thrive under certain
environmental conditions. Their proliferation is typically caused by the transport of animal or human
fecal wastes from the watershed. Water, containing excessive bacteria and viruses can alter the aquatic
habitat and create a harmful environment for humans and aquatic life. Also, the decomposition of
excess organic waste causes increased growth of undesirable organisms in the water.
• Nutrients — Nutrients are inorganic substances, such as nitrogen and phosphorus. They commonly
exist in the form of mineral salts that are either dissolved or suspended in water. Primary sources of
nuh in Urban Runoff are fertilizers and eroded soils. Excessive discharge of nutnents to water
bodies and streams can cause excessive aquatic algae and plant growth. Such excessive production,
referred to as cultural eutrophication, may lead to excessive decay of organic matter in the water body,
loss of oxygen in the water, release of toxins in sediment, and the eventual death of aquaric organisms.
• Pesticides — Pesticides (including herbicides) are chemical compounds commonly used to control
nuisance growth ar prevalence of organisms. Excessive or improper application of a pesticide may
result in runoff containing toxic levels of its active ingredient.
• Sediments — Sediments are soils or other su�cia] materials eroded and then transported or deposited
by the action of wind, water, ice, or gravity. Sediments can increase turbidity, clog fish gills, reduce
spawning habitat, lower young aquatic organisms survival rates, smother bottom dwelling organisms,
and suppress aquatic vegetation growth.
• Trash and Debris — Trash (such as paper, plastic, polystyrene packing foam, and aluminum materials)
and biodegradable organic matter (such as leaves, grass cuttings, and food waste) are general waste
products on the landscape. The presence of trash and debris may have a significant impact on the
� recreational value of a water body and aquaric habitat. Excess organic matter can create a high
biochemical oxygen demand in a stream and thereby lower its water quality. In addition, in areas where
stagnant water exists, the presence of excess organic matter can promote septic conditions resulting in
the growth of undesirable organisms and the release of odorous and hazardous compounds such as
hydrogen sulfide.
• Oxygen-Demanding Substances — This category includes biodegradable organic materia] as well as
chemicals that react with dissolved oxygen in water to form other compounds. Proteins carbohydrates,
and fats aze examples of biodegradable organic compounds such as ammonia and hydrogen sulfide are
examples of oxygen-demanding compounds. The oxygen demand of a substance can lead to depletion
of dissolved oxygen in a water body and possibly the development of septic conditions.
• Oil and Grease — Oil and grease are characterized as high-molecular weight organic compounds.
Primary sources of oil and grease are petroleum hydrocarbon products, motor products from ]eaking
vehicles, esters, oils, fats, waxes, and high molecular-weight fatty acids. Introducrion of these
pollutants to the water bodies are very possible due to the wide uses and applications of some of these
products in municipal, residential, commercial, indusfial, and construcrion areas. Elevated oil and
grease content can decrease the aesthetic value of the water body, as well as the water quality.
•
A-8
September 1, 2010
Water QaaGty Management Plan (WQMP)
Paseo del Sol
� N. Hydrologic Conditior�s of Concern
Impacts to the hydrologic regime resulting from the Project may include increased runoff volume and velocity;
reduced infiltration; increased flow frequency, duration, and peaks; faster rime to reach peak flow; and water
quality degradation. Under certain circumstances, changes could also result in the reduction in the amount of
available sediment for transport; storm flows could fill this sediment-carrying capacity by eroding the
downstream channel. These changes have the potential to permanently impact downstream channels and habitat
integrity. A change to the hydrologic regime of a ProjecYs site would be considered a hydrologic condition of
concern if the change would have a significant impact on downstream erosion compared to the pre-development
condition or have significant impacts on stream habitat, alone or as part of a cumulative impact from
development in the watershed.
This project-specific WQMP must address the issue of Hydrologic Conditions of Concern unless one of the
following conditions is met:
■ Condition A: Runoff from the Project is discharged directly to a publicly-owned, operated and
maintained MS4; the discharge is in full compliance with Co-Permittee requirements for connecrions
and discharges to the MS4 (including both quality and quantity requirements); the discharge would not
significantly impact stream habitat in proximate Receiving Waters; and the discharge is authorized by
the Co-Permittee.
■ Condition B: The project disturbs less than 1 acre. The disturbed area calculation should include all
disturbances associated with larger plans of development.
■ Condition C: The projecYs runoff flow rate, volume, velocity and durarion for the post-development
� condition do not exceed the pre-development condition for the 2-year, 24-hour and 10-year 24-hour
rainfall events. This condition can be achieved by minimizing impervious area on a site and
incorporating other site-design concepts that mimic pre-development conditions. This condition must
be substantiated by hydrologic modeling methods acceptable to the Co-Permittee.
This Project meets the following condition: Condition A.
Stormwater runoff will be discharged directly to Pauba Road Line "J" Storm Drain and
Pio Pico Line "E" Storm Drain. Both Lines "J" and "E" Storm Drain were designed to
accept the ultimate condition 100-year runoff from the project site. The discharge will
be in full compliance with co-permittee requirements for connections and discharges to
the MS4.
•
A-9
July 26, 2010
� Attachment to Section N.
L►�rE J-2
.� :
`� � t�.:.�1�'. . �`�' �+.::�� �2}.�C � ;�.. �:';'.9 � .,L�.'.� !"-�.
x , e- $ ' x � - b5 �
ii velop�rr e velapmeri ��e y 1g en ��d 1 e t deue'�o n de elo rnen
Q . \ 23.Z 28•�
(cfs)
Velocity N G� ,.��' 3 Z,�'
(ftlsec) �
Volume �j V L.��j/�
(acre-feet)
Duration
(minutes)
�
�
. Attachment to Section IV.
L�n/E �
� ,
�rci ,
,: ' �
�, ,.� 2 - �ja,� 1�? �: 2�4-'�� � `t?9� ,�" =��,
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�devela m�n� �e� en's elc� en. �� euelopmen� ite �op,inen , d�e��pmenY
Q /232.3
(cfs)
Velocity 2 � g
(ft/sec) /1/o D f1 /�✓/� BG E
Volume
(acre-feet)
Duration
(minutes)
�
•
Water Quality Management Plan (WQMP)
Paseo del Sol
• V. Best Management Praetices
V.1 STTE DESIGN BMPS
Project proponents shall implement Site Design concepts that achieve each of the following:
1) Minimize Urban Runoff
2) Minimize Impervious Footprint
3) Conserve Natural Areas
4) Minimize Directly Connected Impervious Areas (DCIAs)
Table 1. Site Design BMPs
Included
Design Technique Specific BMP Yes No NIA
Concept
Maximize the permeable area (See Section 4.5.1 of the � � �
WQMP).
Incorporate landscaped buffer areas between sidewalks � � �
. and streets.
`� Maximize canopy interception and water conservation by
...
y preserving existing native trees and shrubs, and planting � � �
� Minimize additional native or drought tolerant trees and large
V shrubs.
� Urban Use natural drainage systems. ❑ ❑ �(1)
Q Where soils conditions are suitable, use pertorated pipe � � �
Runoff or gravel filtration pits for low flow infiltration.
.'�� Construct onsite ponding areas or retention facilities to
y increase opportunities for infiltration consistent with � ❑ ❑
vector control ob'ectives.
Other comparable and equally effective site design
concepts as approved by the Co-Permittee (Note: ` � � �
Additional narrative required to describe BMP and how it
addresses Site Desi n conce t.
(1) The project site's runoff will discharge into infiltration areas that were designed into the overall specific plan as part of
permit requirements issued by the USACOE.
•
A-10
July 26, 2010
Water Quality Management Plan (WQMP)
Paseo del Sol
. Table 1. Site Design BMPs (Cont.)
Included
Design Technique Specific BMP Yes No NIA
Concept
Maximize the permeable area (See Section 4.5.1 of the � � �
WQMP
Construct walkways, trails, patios, overflow parking
lots, alleys, driveways, low-traffic streets and other low
-traffic areas with open-jointed paving materials or ❑ �(1) ❑
N permeable surfaces, such as pervious concrete,
Q porous asphalt, unit pavers, and granular materials.
= Minimize Construct streets, sidewalks and parking lot aisles to
V the minimum widths necessary, provided that public � � �
e Impervious safety and a walk able environment for pedestrians are
o> not compromised.
y
� Reduce widths of strzet where off-street arkin is
� Footprint P g ❑ ❑ �
a� available.
...
y Minimize the use of impervious surfaces, such as
decorative concrete, in the landscape design. � � �
Other comparable and equally effective site design
• concepts as approved by the Co-Permittee (Note: � � �
Additional narrative required describing BMP and how
it addresses Site Desi n conce t.
�,.� Conserve natural areas (See WQMP Section 4.5.1). ❑ ❑ �(2)
w
a
� Maximize canopy interception and water conservation
o ConserVe by preserving existing native trees and shrubs, and � � ��
V planting additional native or drought tolerant trees and
� Natural large shrubs.
y Use natural drainage systems. ❑ ❑ �(2)
� Areas Other comparable and equally effective site design
°� concepts as approved by the Co-Permittee (Note:
y Additional narrative required describing BMP and how � � �
it addresses Site Design concept).
(1) Infiltration areas have been designed throughout the overall specific plan [hat will collect and treat runoff from
these lis[ed areas as part of permit requirements issued by the USACOE.
(2) Project site was previously rough graded prior to current WQMP requirements.
•
A-11
July26,2010
Water Quatity Management Plan (WQMP)
Paseo del Sol
• Table 1. Site Design BMPs (Cont.)
Included
Design Technique Specific BMP Yes No NIA
Conce t
Residential and commercial sites must be designed to
contain and infiltrate roof runoff, or direct roof runoff to � ❑ ❑
ve etative swales or buffer areas, where feasible.
Where landscaping is proposed, drain impervious
sidewalks, walkways, trails, and patios into adjacent � ❑ ❑
landscaping.
Increase the use of vegetated drainage swales in lieu � � �
of underground piping or imperviously lined swales.
Rural swale system: street sheet flows to vegetated
swale or gravel shoulder, curbs at street corners, ❑ ❑ �
culverts under drivewa s and street crossin s.
Minimize Urban curb/swale system: street slopes to curb;
a
periodic swale inlets drain to vegetated swale/biofilter. � � �
� Directly Dual drainage system: First flush captured in street
c+ catch basins and discharged to adjacent vegetated � � �
V Connected swale or gravel shoulder, high flows connect directly to (1)
MS4s.
O � Design driveways with shared access, flared (single
• � Impervious lane at street) or wheel strips (paving only under tires); � � �
p or, drain into landscaping prior to discharging to the (2)
y Areas MS4.
Uncovered temporary or guest parking on private
residential lots may be paved with a permeable � � �
(DCIAs) surface, or designed to drain into landscaping prior to
discharging to the MS4.
Where landscaping is proposed in parking areas, � � �
incorporate landscape areas into the drainage design.
Overflow parking (parking stalls provided in excess of
the Co-Permittee's minimum parking requirements) ❑ ❑ �
ma be constructed with ermeable avin .
Other comparable and equally effective design
concepts as approved by the Co-Permittee (Note: � � �
Additional narrative required describing BMP and how
it addresses Site Desi n conce t.
(1) All flows are captured by street catch basins and routed to the storm drain system that will discharge these flows
to the Pauba infilhation trench and the Pio Pico Filtrarion Basin.
(2) Specific Plan design guide line requ'ved one driveway per single-family residentia] lot with a minimum width of
16'.
Site Desinn BMPs:
� The two (2) BMP faciliries being proposed for this project are discussed in a narrative, found on pages 3 and 4
of the letter from Glen Lukos to the USACOE, dated August 6, 1996 and found in Appendix I of this document.
Facility number 5 corresponds to the facility on Pio Pico Road. Facility number 7 corresponds to the facility on
Pauba Road.
A-12
September 1, 2010
Water Quality Management Plan (WQMP)
Paseo del Sol
! V.2 SouxcE CoNTxoL BMPs
Table 2. Source Control BMPs �
Check One If not applicable, state
BMP Name Not
Included brief reason
Applicable
i ,,.� .,�� r�.z w�.�-,_= ..� � . ,..R - m �
m,Non Strticturai Source,Contro(.BMP§�,�� ,��,��,���d ° . �� , „��P+�"�� ., � �q�'" � �;�'���'� ` `�'� ���`
,.,+ ..k�.s.......�nuk,`:I_ aE. _.
Education for Property Owners, Operators, Tenants, Occupants, � �
or Em lo ees
Activi Restrictions � ❑
Irri ation S sfem and Landsca e Maintenance � ❑
This BMP is applicable lo
Common Area Litter Control ❑ � the off-site open space
areas
Street Swee in Private Streets and Parkin Lots � ❑
Draina e Facili Inspection and Maintenance � ❑
�St�ucturallSou"�cesControl BMPs' ,��;`�� ���, ��„�4 �'�. �`��'"�r�a,� �:��2����k�m���€�°�x�. .�,;����- ��: ��.�ffi �
MS4 Stencilin and Si na e � ❑
Landsca e and Irri ation S sYem Desi n � ❑
Protect Slo es and Channels � ❑
Provide Community Car Wash Racks � � Car wash areas were not
desi ned in ro'ect
. Pro erl Desi n: ❑ ❑
Project does not have this
Fueling Areas � � t e of area.
Air/Water Supply Area Drainage � � Project does not have lhis
t e of area.
Project does not have this
Trash Storage Areas � � e of area.
Loading Docks � � Project does not have this
e of area.
Project does not have this
Maintenance Bays � � e of area.
Project does not have this
Vehicle and Equipment Wash Areas � � e of area.
Project does not have this
Outdoor Material Storage Areas � � e of area.
Project does not have this
Outdoor Work Areas or Processing Areas ❑ � e of area.
Provide Wash Water Controls for Food Preparation Areas � � Project does not have this
e of area.
The Paseo Del Sol property Homeowner's Association will be given a copy of the Water Quality Management
Plan. In addition, each Homeowner will be provided a copy of the educational material. Annually, the
representatives of the property owners; their employees, landscapers, property managers, and other parties
responsible for proper functioning of the BMPs will receive verbal and written training regarding the function
and maintenance of the residential BMPs. The homeowners will be reminded annually of water quality issues
• through their newsletter.
A variety of signage in the residential and recreational areas will alert individuals regarding water quality
BMPs.
A-13
7uly 26, 2010
Water Quality Management Plan (WQMP)
Paseo del SoI
� • Outdoor drains shall be labeled/stenciled to indicate whether they flow to an on-site treatment device, a
storm drain, or the sanitary sewer as appropriate.
• A Storm Drain Curb Marker (Plastic, 3J5" Round, with 10-year life-span) obtained from Riverside
County Flood Control and Water Conservation District will be used at each catch basin inlet within the
development, instead of Catch Basin stenciling.
• Informational signs will be posted to educate concerning water quality and the BMPs used on-site.
Signs will be placed near storm drain inlets, in visible sight.
• Regulatory signage will direct residents to pick up after their peYs waste. Signage will be posted on all
streets and along al] path ways in the open space areas.
The residentia] project area contains common area, which wil] be maintained by the Paseo Del Sol Homeowners
Association. The association will utilize both Integrated Pest Management and Integrated Vegetation
Management to minimize impacts to urban runoff water quality. Also, irrigation will be minimized to the
maximum extent practicable. The method of irrigation control reduces the amount of water used for inigation
and minimizes the potential for overspray and nuisance runoff.
Integrated pest management is an evolving method for managing and monitoring of hsf and pests. Currently,
the most applicable elements of the integrated pest management program are described herein. Potential pest
populations or infestations will be monitored and, if no occurrences are identified, they will be treated
immediately. A phased implementation strategy of eradicating pest will be employed. Such a strategy will
begin with the application of the least environmentally damaging pesY control and then increasing intensity of
methods unril the correct measure is used. Spot treatment of pesticides will be utilized where applicable to
avoid application of large amounts. Pest tolerant grasses will be also used onsite. Integrated vegetafion
� management works in a similar way.
Streets and parking ]ots will be routinely cleaned (street sweeping) to remove small particle size sediments with
absorbed pollutants.
Any spills of chemicals shall be properly cleaned up and the waste properly disposed of per all State, County
and Local requirements.
Covered trash receptacles will be provided along the trails and within the residential sites.
Appendix D includes copies of the educational materials that will be used in implementing this project-specific
WQMP, and that will be distributed to residents, maintenance staff, and HOA employees
�
A-14
July 26, 2010
� Attachment to Section V.2
� � ; ":.
E .�fi�awEYe;3 �Vµ�,���&� °: «„ U � c'3-� .aS�n.'.�.a�.' .v
' x . � �;. .� . " aa
O E% � , �
. . . , .._. . .. .
�' �... : �. � . . �_ , . -
, .
Education Provided at occupancy and project Developer / HOA
annually there after
Activity Restrictions Daily HOA
Common Area Landscape Bi-weekly HOA
Maintenance
Litter Control in Common Daily HOA
Areas
Street Sweeping
Private Streets & Parking Monthly HOA
. Areas
Private Drainage Inspection Monthly HOA
and Maintenance
� ' m s_ ♦ � . . .. . . y .. . � . . , a. , _5 t�54, e_ �uG' " � . . �..
".ty ' ^ � ' � '
mt;
. � S�'UC SO G '�OfltT'OIS -
Stenciling and Signage Bi-annually HOA
Irrigation System Maintenance Same as landscape HOA
maintenance
Slopes and Channels Same as landscape HOA
maintenance
i
Water Quality Management Plan (WQMP)
Paseo del Sol
� V.3 T12EATMENT CONTROL BMPS
Insrructions:
1. Provide narrative below describing each Treatment Control BMP. Include location, ident� the sizing criteria
[i.e., Urban Runoff quality design Jlow (QBMP) or the Ur6an Runoff quality design volume (VBMP), preliminary
design calculations, for sizing BMPs, maintenance procedures, and the frequency of maintenance procedures
necessary to sustain BMP effectiveness. The location of each Treatment Control BMP must a[so 6e shown on the
Site Plan inc[uded in Appendu B.
2. Complete Ta6le 3: Treatment Control BMP Se[ection Matrix
Directions for comp/eting Table 3:
♦ For each pollutant of concern enter 'yes" if identif:ed using Exhi6it B(Riverside Counry WQMP - Gener¢I
Categories ofPollutants of Concern per the instructions specified in Secdon II/ of this Tempiate), or "no" if
not identif:ed for the project.
♦ Check the boxes of selected BMPs that will be implemented for the project to uddress each pollutant of
concern from the project as identified using Exhibit B. Treahnent Control BMPs must be selec[ed and
installed with respect to identified pollutant characteristics and concentrations that will be discharged from
the site.
♦ For any identified pollutants of concern not listed in the Treahnent Contro[ BMP Selection Matrix, provide
an explanation (in space below) ofhow they wi116e addressed by Treahnent Confrol BMPs.
3. /n addition to completing Table 3, provide detailed descriptions on the [ocation, implementation, installation, and
• long-term O&M ojplanned Treatment Control BMPs.
For identifed pollutants oj concern that are causing an impairment in receiving waters, the project WQMP shall
incorporate one or more Treatmen[ Contral BMPs of inedium or high effectiveness in reducing those pollutants. It is the
responsibility of the project proponera to demonshate, and document in the project WQMP, that all po[lutants of concern
will be jully addressed. The Agency may require information beyond the minimum requirements of this WQMP to
demonstrate that adequate pollutant treahnent is being accomplished.
Supporting engineering calculations for Q and/or V and Treahnent Control BMP design details are included in
Appendix F.
Note: Projects that will utilize infiltratian-based Treatment Conrrol BMPs (e.g., Infiltration Basins, Infiltration Trenches,
Porous Pavement) must include a copy oj[he property/project sails report as Appendiz E to the project-specific WQMP.
The selection of a Treatment Control BMP (or BMPs) for the project must specifically consider the effectiveness of the
Treatment Contro[ BMP for pol/utants identified as causing an impairment of Receiving Wa[ers [o which the project wi[l
discharge Urban Runoff
Two treahnent control BMPs are provided for this project:
An Infiltration trench for the watershed area draining to Storm Drain Line "T' on Pauba Road, and
a Water Quality Basin for the watershed azaa draining to Storm Drain Line "E" on Pio Pico.
.
A-15
July 26, 2010
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Water Quality Management Plan (WQMP)
Paseo del Sol
� Abbreviations:
L: Low removal efficiency H/M: High or medium removal effciency U: Unknown removal effciency
Notes:
(1) Periodic performance assessment and updating of the guidance provided by this table may be necessary.
(2) Project applicants should base BMP designs on the Riverside County Stormwater Quality Best Management Practice Design
Handbook. However, project applicants may also wish to reference the California Stormwater BMP Handbook - New
Development and Redevelopment (www.cabmphandbooks.com). The Handbook contains additional information on BMP
operation and maintenance.
(3) Includes grass swales, grass strips, wetland vegetation swales, and bioretention.
(4) Includes extendedldry detention basins with grass lining and extendedldry detention basins with impervious lining.
Effectiveness based upon minimum 36-48-hour drawdown time.
(5) Projects that will utilize infiltrafion-based Treatment Control BMPs (e.g., Infiltration Basins, Infiltration Trenches, Porous
Pavement, etc.) must include a copy of the propertylproject soils report as Appendix E to the project-specific WQMP. The
selection of a Treatment Control BMP (or BMPs) for the project must specifically consider the effectiveness of the Treatment
Control BMP for pollutants iden6fied as causing an impairment of Receiving Waters to which the project will discharge Urban
Runoff.
(6) Includes permanent pool wet ponds and conshuctetl wetlands.
(7) Also known as hydrodynamic devices, baffle boxes, swirl concentrators, or cyclone separators.
(8) Includes proprietary stormwater treatment devices as listed in the CASQA Stormwater Best Management Practices
Handbooks, other stormwater treatment BMPs not specifically listed in this WQMP, or newly developedlemerging stormwater
treatment technologies.
� The proposed post construction Treahnent BMPs for this portion of the project have been sized in accordance
with the original Corps of Engineers permit 404 certification letter issued to this project on dated August 26,
1996 and the Riverside County WQMP Guidance Document, Exhibit C. In the permit it conditioned this project
to construct a series of basins within the master development. The permit is attached in Appendix I.
A subsurface infiltration trench will be the treatment BMP for the northern portion of the development draining
to Pauba Road. This BMP corresponds to location 7 of exhibit 3 of the ACOE permit. A filiration basin with a
modified Austin Filter and a hydrodynamic separator pretreatment BMP will be used for the southern portion of
the development draining to Pio Pico. This BMP corresponds to location 5 of exhibit 3 of the ACOE permit.
Both BMP facilities being proposed far this project are discussed in a narrative, found on pages 3 and 4 of the
letter from Glen Lukos to the USACOE, dated August 6, 1996 and found in Appendix I of this document.
Facility number 5 conesponds to the facility on Pio Pico Road. FaciliTy number 7 corresponds to the facility on
Pauba Road. These post construction Treatment BMPs have been sized in accordance with the original Corps
of Engineers permit 404 letter issued to this project on dated August 26, 1996 and the Riverside County WQMP
Guidance Document, Exhibit C.
The Pio Pico basin will have a bottom area of 7,000 SF as described in the August 8, 1996 letter to the Corp of
Engineers from Glenn Lukos Associates. This basin will be an offline facility with a splitter structure to isolate
the water quality volume due to the limited volume available by this basin area.
Post-construcrion BMPs recommended in this preliminary project specific WQMP shall be designed as follows:
1. Volume-based BMPs sha]] be sized to capture and treat the initial and more frequent runoff surges
that convey the greatesY concentration of pollutants. To maximize treatment and avoid health
hazards, volume-based BMPs must retain and release the runoff between a 24 and 72 hour period.
• The method for determining the design volume is based on capturing 85 percent of the total annual
runoff.
A-17
Water Quatity Management Plan (WQMP)
Paseo del Sol
� flow rate is also dependent on the type of soi] and percentage of impervious area in the
development.
The procedures used to determine the BMP volume and BMP flow rate are taken from the Riverside County
Water Quality Management Plan for Urban Runoff Exhibit C Worksheets 1 and 2.
�
.
A-18
Water Quality Management Plan (WQMP)
Paseo del Sol
� V.4 EQUNALENT TREATMENT CONTROL ALTERNATNES
Not Applicable.
V.S REGIONALLY-BASED TREATMENT CONTROL BMPS
Not Applicable.
.
�
A-19
Water Quality Management Plan (WQMP)
Paseo del Sol
•
VI. Operation and Maintenance Responsibility for
Treatment Control BMPs
Operation and maintenance (O&M) requirements for all structural Source Control and Treatment Control BMPs
shall be idenrified in the project-specific WQMP. The project-specific WQMP shall address the following:
■ Identification of each BMP that requires O&M.
■ Thorough descriprion of O&M activities, the O&M process, and the handling and placement of any
wastes.
■ BMP start-up dates.
■ Schedule of the frequency of O&M for each BMP.
■ Identification of the parties (name, address, and telephone number) responsible for O&M, including a
written agreement with the entiries responsible for O&M. This agreement can take the form of a
Covenant and Agreement recorded by the Project Proponent with the County Recorder, HOA or POA
CC&Rs, formation of a maintenance district or assessment dishict or other instrument sufficient to
guarantee perpetual O&M. The preparer of this project-specific WQMP should carefully review
Secrion 4.6 of the WQMP prior to completing this section of the project-specific WQMP.
■ Self-inspections and record-keeping requirements for BMPs (review local specific requirements
� regarding self-inspections and/or annual reporting), including idenrification of responsible parties for
inspection and record- keeping.
■ Thorough descriptions of water quality monitoring, if required by the Co-Permittee.
Instructions: Ident� below al[ operations and maintenance requirements, as described above, for each structural
BMP. Where a pub[ic agency is identified as the funding source and responsible party for a Treatment Control BMP, a
copy oj the written agreement st¢ting the public agency's acceptance of these responsibilities must be provided in
Appendix G.
Infiltration Trench
The infiltration trench maintenance activities include periodic visit to check the observation well and vacuum
periodically.
Pio Pico Filtration Basin
The basin maintenance activities include vegetation management of the slopes, routine inowing, and removal of
debris accumulations at the bottom to insure that the basin dewaters completely in 48 to 72 hours.
Hydrodynamic Separator
The hydrodynamic separator pretreatment maintenance activities are as described per manufacturer
� recommendations included in Appendix F.
A-20
Water Quality Management Plan (WQMP)
Paseo del Sol
• LONG TERM MAINTENANCE RESPONSIBILITIES
In the long-term there will be one party responsible for the operarion and maintenance of the mitigation and
BMP facilities. The HOA wi]] be responsible for the long-term maintenance of the post construction BMPs,
including public education, common area maintenance practices, and water quality basin and infilh�ation trench
maintenance.
Annual Responsible O&M
Structural Quantity Capital O&M Start Up O&M for Installation Responsible
BMPs Cost (total) Dates Frequency
Cost Funding Party Party
Tract 24188
Catch Basin 6 $300 $zqp Prior to 2 times Lennar HOA
Stenciling Occupancy pei Year
I�Itra[ion
Trench / Subdrain � $6,600 $660 Prior to Annually Lennar HOA
(6'W x SD x Occupancy
100' L)
Tract 24188-2
• Catch Basin 3 $150 $120 Prior to 2 times gg_Home HOA
S[enciling Ocwpancy per Year
Tract24188-3
Catch Basin Prior to 2[imes Standard
Stenciling 2 $100 $g� Occupancy perYear Pacific HOA
Tracts 24188, -2 �
& -3
Filtra[ion Basin Prior to 4 times Newland
(330' L x 12' min 1 $60,000 $6,000 pccupancy per Year Communities HOA
W
CDS Prior to 2 rimes Newland
Hydrodynamic 1 $44,000 $4,000 Occupancy per Yeaz Communities HOA
Se arator
•
A-21
Water Quality Management Plan (WQMP)
Paseo del Sol
.
VII. Funding
A funding source or sources for the O&M of each Treatment Control BMP identified in the project-specific
WQMP must be identified. By certifying the project-specific WQMP, the Project applicant is cerlifying that the
funding responsibilities have been addressed and will be transferred to future owners. One example of how to
adhere to the requirement to transfer O&M responsibilities is to record the project-specific WQMP against the
ritle to Yhe property.
The Project Developer wil] provide the initial capital cost and operarion and maintenance of BMP's on-site
facilities unti] transfer of ownership. The Off-site infiltration basin and pre-freatment CDS unit will be funded
for operation and maintenance by the Home Owners Association.
The City of Temecula will fund street sweeping within the residential area and maintenance of public facilities
such as catch basins and catch basins stenciling.
�
•
A-22
�
Attachment to Section VII.
FUNDING CERTIFICATION
A source of funding is required for all site design, source control, and ueatment BMPs. For this
project, the owner will fund the installation, and operation and maintenance of all BMPs set forth
in this WQMP until the project is transferred to a new owner. Each owner shall rewrd this
WQMP with the County of Riverside as an attachment to the title of the property in order to
transfer the O&M responsibilities to each new owner. Where the owner requires a lessee or
other party to install, and operate and maintain the BMPs, the owner will maintain ultimate
funding responsibilities, and will, upon default of the lessee or other party to fulfill these
responsibilities, shall cause the same to be performed at the owner's expense. Nothing in this
WQMP shall prevent the owner from pursuing cost recovery from any lessee or other party
responsible for the BMPs, or from pursuing remedies for the default of responsibilities as
provided by the lease contract and law.
The owner for Tract 24188 will be responsible for the installation, and operation and
maintenance of all BMPs uotil such time that the site is transferred to a new owner.
� � v � ��
Owner o omp y O i aPs Signature Date
vE�#/'��Y T ecE��=iv5 v��� p�zES,aEti�
Owner or Company Official's Printed Name Owner or Company Official's
Title/Position
Lennar
391 N. Main Street, Suite 301
Corona, CA 92880
TelephoneNumber: (951) 817-3600
Faac Number: (951) 817-3650
�
Water Quality Management Plan (WQMP)
Paseo del Sol
Appendix A
Conditions of Approval
Planning Application Number PA01-0117 (VTTM 24188 Amendment #4)
Dated Januarv 8, 2002
•
•
�
' .. .
,, �
� , �' F
��- City of Temecula
��: ,
43200 Business Park Drive # PO Boz 9033 # Temecula # CaLforma 92589 9033 :
(909) 694-6400 # FAR (909) 694-6477
1989
.
January 16, 2002 '
;
Mark Hickner '
T & B Planning Consultants
3242 Halladay, Suite 100 '
Santa Ana, CA 92705
.01-0117—Vestin TentativeTractMap
SUBJECT: City Council approval for Planning Application No 9
No. 24188, Amendment No. 4
Dear Mr. Meyer:
On January B, 2002, the City of Temecula City Council approved Vesting Tentative Tract Map
No. 241 B8, Amendment No. 4.
• Anyone dissatisfied with this decision may appeal it within f'rfteen (15) calendar days from the date of
approva�. Caution should be exercised in making any expendftures or commitments based upon this
approval until the ezpiration of the appeal period and disposition of any appeals that may he filed.
Enclosetl are two sets of final Conditions of Approval for the Tract Map Amendment. Please sign all
copies and return one tuq set of signed copies to the Planning Department ior our fi{es within three working
days. In accordance with Condition of Approval No. 66 of Tract Map 241 S8, please modiiy the Tract Map
so as to show pedestrian connection poin4s at the following locations:
1. Between "D" Street and Butterfield Stage Road.
p. Between "O" Street and Buttefield Stage Road.
3, Beiween "G" Street and "K" Street.
Your cooperation in this matter is appreciated.
Sincerely,
�t�"t� �,
Matthew Harris
Associate Planner
Enclosure
cc: Jerry Alegria, Department of Public Works Riverside Counry Fiood Control
Anthony Eimo, Building & Safety Department Riverside Counry Health Department
Herman Parker, Temecula Community Services District Temacula Police Department
� Norm Davidson, Riverside Counry Fire Department Eastem Muniapal W ater District
Rancho California Wafer District Temecula Valley Unified Schooi Dist.
Southem Califomia Gas Company Southem Calitornia Edison Company
Caltrans � Dean Meyer, Newland Communitfes
� R:IS P A�20D7�01-0IO2 Palomz DN Sol MBWpP�'�'+� ��7-da � .
. ,
� ' , i
� ' II
CITY OF TEMECULA �
CONDITIONS OF APPROVAL I
i
Planning Application No.: PA01-0117 (Vesting Tentative Tract Map No. 24188, I
Amendment No. 4)
Project Description: The suhdivision of approximately 127 acres into 293
residential lots, � recreation center lot, 1 park lot and 16 open
space lots which confarm to the Planning Areas, Open Space
Areas and Park sites of the Paloma Del Sol Specific Plan
Amendment No. B. -
Assessor's ParcelNos.: 955-030-002,355-030-003,955-030-004,955-006,955-030•032.
Approval Date:
Expiration Date:
PLANNING DIVISION
. Wfthfn Forty-Eight (48) Hours of the Approval of thls Project
1. The applicanUdeveloper shall deliverto the Community Development Department- Planning
Division a cashier's check or money order made payable to the County Clerk in the amount
of Nine Hundred Fourteen Dollars ($914.00) which includes the Elght Hundred and Fifty
Dollar ($850.00) iee, required by Fish and Game Code Section 711.4(d)(3) plus the Sixty-
Four poilar ($64.00) County administrative fee, to enable the City to file the Notice of
Determination for the Environmental Impact Report required under Public Resources Code
Section 21151 and Califomia Code of Regulations Section 15904. if within said forty-eight
(48) hour period the applicanUdeveloper has not delivered to the Commun'ity Development
Department - Planning Division the check as required above, the approval for the project
granted shall be void by reason of failure of condition (Fish and Game Code Section
711.4(c) j.
Generel Requirements
2. The tentative subdivision shall comply with the State of Califomia Subdivision Map Act and
to alllhe requirements of Ordinance No. 460, unless modified by the conditions listed below.
A time extension may be approved in accordance with the State Map Act and City
Ordinance, upon wr'itten request, if made 30 days prior to the expiration date.
3. The permittee/applicant shall indemnify, protect and hold harmless, the Cityand any agency .
or instrumentslity thereof, andlor any of its otticers, empbyees, and agents from any and all
claims, actions, or proceedings against the City, or any agency or instrumentality thereof, or
any of its officers, employees, and agents, to attack, set aside, void, annul, or seek monetary
damages resufting from an approval of the City or any agency or instrumentality thereof,
advisory agency, appeal board or tegislative body including actions approved by the voters
of the Cit}r, concerning the Planning Aoolication which action is brought within the
appropriate statute o1 limitations period and Public Resources Code, Division 13, Chapter4
� (Section 21000 et seq., including but not by the way of limitations Section 21152 and 21167).
The City shail promptly notify lhe permittee/appiicant of any claim, action, or proceeding
brought forth within this time period. The City shali estimate the cost of the defense of the
R:4S P Al2007�01-0102 Paloma Del Sol �8�palome cc vtkn res2A8 C
. . .
� action a�d appiicant shall deposit said amount with the City. City may require additional
deposits to cover anticipated costs. City shall refund, wfthout interest, any unused portions
of the deposit once the litigation is finally concluded. Should the City fail to either promptly
notify or cooperate fulty, permittee/appl'�cant shali not, thereafter be responsible to indemnify, �
defend, protect, or hoid harmless the City, any agencyor instrumentalitythereof, oranyof its
officers, employees, or agents. Should the applicant fail to timely post the required deposit,
the Director may terminata the lands use approval without further notice to the appllcant.
q, This project and all subsequent projects within this site shall be consistentwith Spec'rfic Plan
No. 4.
5 and Restat ment Development� g eeme of Temecula and M sa ,
Homes (Paloma Del Sol).
6. The project antl all subsequent projects wilhin this site shall comply with all mitigation
measures identitied within EIR No 235.
7. The applicant shall comply vrith all mitigation measures contained in the approved Ni�
Monitoring Program.
8. Subdivision phasing shall be subject to Planning Department approval.
Prior to Issuance ot Grading Permits
9, If the project is to be phased, prior to the approval of grading permits, an overall conceptual
grading plan shall be submitted to the Planning Director for approval. The plan shall be used
as a guideline for subsequent detailed grading plans for individual phases of development and
� shall include the followfng:
a. Techniques which will be utilized to prevent erosion and sedimentation during and after
the grading process.
b. Approximate time frames for grading and identification of areas which may be graded
during the higher pro6ability rain months of January through March.
c. Preliminary pad and roadway elevations.
d. Areas of temporary grading outside of a particular phase.
10. The developer shall provide evidence to the Director of Building and Safety that ali adjacent
off-site manufactured slopes have recorded slope easements and that slope maintenance
responsibilities have been assigned as approved by the Director of Building and Safety.
11. The applicant shali comply with the provisions of Chapter 824 of the Temecula Municipa�
Code (Habitat Conservation) by paying the appropriate fee set forth in that ordinance or by
providing documented evidence that the fees have already been paid.
Prior to Recordation of the Final Map
12. Prior to recordation of the final map, an Environmental Constraints Sheet (ECS) shall be
prepared in conjunction with the finai map to detineate identifled environmental wncems and
shalV be permanentty fi�ed with the office of the City Engineer. A copy of the ECS shall be
transmitted to tl�e Planning Department for review and approval. The approved ECS shall be
forwarded with coples of the recorded flnal map to the Planning Department and the
Department of Building and Safety. The following notes shall be placed on the ECS:
a. °This properry is located within thirty (30) miles of Mount Palomar Observatory. All
proposed outdoor lighung systems shall comply with the Cal'rfornia lnstitute of
� Technoldgy, Palomar Observatory Outdoor Lighting Policy."
� Fi:�,S P A�2007W1•0)02 Paloma Del Sol #8�paloma cc vttm res2.DOC .
� :
b. "EIR No. 235 and an Addendum to this EIR was prepared for this project and is on file
at the City of Temecula Planning Department."
13. Any delinquent property taxes shall be paid prior to recordation oi the final map.
Prior to Issuance of Building Permits
14. The development impact fees associated with the project must be paid to the City of
Temecula.
15. W ith the submittal ot building plans ro the Department of Building and Safety a copy of the
acoustical study prepared by Wilber Smith Associates dated September 22, 1992 and
subsequent study dated October3, 1992, or as updated by subsequent reports, shall be
submitted to ensure the implementation of the study to reduce ambient interior noise levels
to 45 Ldn and exterior noise levels to 65 Ldn.
16. Roof-mounted mechanical equipment shall not be permiried within the subdivision, _
however solar equipment or any other energy saving devices shall be permitted with
Director of Planning approvaL
17. The Covenants, Conditions and ResVictions (CC&R's) shall be reviewed and approved bythe
Planning Department prior to final map recordation of the Vact maps. The CCBR's shall
include liability insurance end methods of maintaining the open space, recreation areas,
parking areas, private roads, exterior of all buildings and parkways.
18. No lot or dwelling unR in the development shall be sold unless a corporation, association,
properry owner's group, or simtlar entity has been formed with the right to assess all properties
individuaily owned orjointly owned which have any righis or interest in the use oi the common
� areas and common facilities in fhe development, such assessment power to be su�cient to
meet the expenses of such entity, and with authority to contro�, and the duty to maintain, all of
said mutually available features.of the developiment. Such entity shall operate under recorded
CC&R's which shall include compulsory memF.ership of aA owners of IoLS and/or dwe�ing units
and flexibiiity of assessments to meet changing costs of maintenance, repairs, and services.
Rec4rded CC&R's shall pertnit enforcement Gy the City of Provisions required by the City as
Conditions of Approval. The deveioper shall submit evidence of compliance with this
requirement to, and �eceive approval of, the City priorto maliing any such sale. This condition
shall not appiy to land dedicated to ihe City for public purposes.
19: A performance bond and a one year maintenance bond shall be required for all landscaping
installed exceptfor landscaping wilhin individual lots. The amount of this landscaping shall be
subject to the approval oi the Planning Department. This bond shall be secured after
completion of said landscaping and priorto release of the dwelling units tied to tha 6ming of the
landscaped area
20. Erosion control planting shall commence as soon as slopes are completed on any portion of
the site during and after the grading operations. A performance bond shall be secured with the
Planning Departrnent prior to issuance of any grading permits to insure the installation of ihis
landscaping. Cut slopes equal W or greater than Tive (5) feet in vertical height and fill slopes
equal to or greaterihan three (3) feet in vertical height shall be planted with a ground cover to
protect the sbpe from erosion and instability. Slopes exceeding flfteen (15) feet in veRical
height shall be planted with shrubs, spaces not more than ten (10) feet on center or trees
spaced not to exceed twerrty (20) feet on canter or a combination of shrubs and trees at
equivalent spacings, in addibon to the ground cover. Other standards of erosion conhol shall
be consistent with Orclinance No. 457.57.
21. Commun'ity Theme Walls may be substituted for Project Theme Walls at the devefopers
� discretion.
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22. Wood fencing shall only be allowed along the side yards and the rear yards of single family
dwellings. Project Theme Walls shall be used along the side yards facing the street for corner
lots.
p3. The residential lot street tree requiremenis and front yard requirements shall be consistent with
Section IV.C.3.a.1.2„ and 3. of Specific Plan No. 219, Amendment No. 3.
24. Maintenance and timing for completion of all open space areas shall be as identified in
Planning Application No. 92-0013 (Development Agreement) or shall be consistent with
Specific Plan No. 219, as amended, it the Development Agreement is null and void.
25. A Mitigation Monitoring Progrem shali be submitted and approved bythe Planning Department
prior to recordation of the Final Map.
26. A conceptual landscape plan shall be submined to the Planning Department pdor to the
issuance of building permits for review and approval. The following needs to be induded in
these plans:
a. Typical front yard landscaping for interior, comer and cul-de-sac lots.
b. Typical slope landscaping.
c: Private and public park improvements and landscaping.
d. All open space area landscaping incfuding, private and pubiic common areas, private
recreational areas, paseos, equestrian trails, monuments and Landscape
Development Zones.
. e. All landscape plans shall identify the number and size 6f all plants, the type of irrigation
to be used, all hardsceping, fences and walls.
i. The tlming for installation of all landscaping walls and trails shall be identified prior to
approval ot these plans.
g. The responsibility for installation oi all landscaping and walis shall be idenUtied.
h. All private open space areas that will not be dedicated to the City as identified in the
Development Agreement shall be developed as an integrated pait of the open space
lot that they are a part of and shall be consistent wRh the provisions ot the Spec'rfic
Plan.
i. Fifty (50) percent oi all trees planted within the project shall be a minimum of twenty
four (24) inch box. The landscape pians proposed for each phase shall incorporate
the fifty (50) percent mix of twenty four (24) inch box trees into the design. The
provisions of Chapter7.06 of the Devefopment Code shall be applied to all landscaped
areas with 2:1 slopes or greater.
j. A note shall be placed on the conceptual iandscape pians that all trees shall be double
staked and automatic irrigation shall be installed for all landscaping. These provisions
shall be incorporated into lhe consUUCtion plans.
k. A note shall be added to all conceptual landscape plans that all util'dy service areas
and enclosures shall be screened from view with iandscaping. This equipment shall
be identified on the construction landscape plans and shall be screened as spec'rfied
on this condition.
I. The plant heights at sensitive locations for traffic safety shail be subjecttothe approval
of the Public Works Department.
• m. The timing for submittal and approval of the construction landscape plans shall be
identified for all improvements within this condition.
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27. The development of this project and all subsequent deveiopments within this project shail be
consistent with Specific Plan No. 219, as amended and Planning Appfication No. 92-0013 . I
(Development Agreement) or any subsequent amendments. I,
2g. Double-pane window treaunent shall be required for second floor elevation windows in any
two-story homes constructed on the lots identified in ihe Acoustical Study prepared by W ilber
Smith Associates dated Sepiember 22, 1992 and its suppiement dated October 3, 1992 and
any other suppiemental reports. ,
29. All Parcels in Planning Areas 26 and 28 that abut a portion of Butterfield STage Road that are
designed with a Lsndscape Development Zone (LDZ) of less ihan 32 feet shall be developed
with single story si�gle family dwellings.
Prior to Issuance of Occupancy Permits
30. If deemed necessary by the Director of Planning, the applfcant shall provide additional
landscaping to eNectively screen varlous components of the project.
31. All required landscape planting and irrigadon shall be installed consisient with the
approved construction plans and shall be in a condition acceptable to the Director of
Planning. The plants shall be heatthy and free of weeds, disease, or pests. The
irrigation system shall be properly constructed and in good working order.
32. Front yard and slope landscaping within individual lots shall be completed for inspection.
33. Performance securities, in amounts to be detertnined by the Director of Planning, to
� guarantee the maintenance of the plantings within private common areas for a period of
one year, in accordance with the approved construction landscape and irrigation plan,
shail be filed with the Community Development Department - Planning Division for one
year frorri final certificate of occupancy. After that year, if the landscaping and irrigation
system have been maintained in aaondition satisfactory to the Director of Pianning, the
bond shall be released:
34. All of the foregoing condifions shall be complied with prior to occupancy or any use
allowed by this permit.
DEPARTMENT OF PUBLIC WORKS
35. The Department of Public Works recommends the following Conditions of Approval for
this project Unless stated otherwise, all conditions shall be completed by the Developer
at no cost to any Govemment Agency.
General Requirements
36. ITis understood that the Developer correctly shows on the tentative map all existing and
proposed easements, traveled ways, improvement constraints and drainage courses,
and their omission may require the project to be resubmitted for further review and
revision.
37, All underlying Conditions of Approval for Vesting Tentative Tract Map No. 24188,
Amendment No. 3 approved December 8, 1992 shalt govern. Yf conflicting conditions of
approval prevail, the most stringent shall apply.
38. A Grading Permit for either rough or precise grading shall be obtained from the
Department of Public Works prior to commencement of any construction outside of the
City-maintained road right-of-way.
• 39. An Encroachment Permit shafl be obtained from the Department of Public Works prior to
commencement of any construction within an existing or proposed City right-of-way.
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All improvement plans, grading plans, landscape and irrigation plans shall be j
coordinated for consistency with adjacent projects and existing improvements contiguous
to the site and shall be submitted on standard 24" x 36" Ciry of Temecula mylars.
Prior tc Approval of the Final Map, uniess other timing is indicated, the Developer shall
complete the (ollowing or have ptans submitted and approved, subdivision improvement
agreements executed and securities posted:
40. As deemed necessary by the Department of Public Works, the Developer shall receive
written ctearence from the foilowing agencies
a. San Diego Regional Water Qualiry Control Board
b. Rancho Califomia Water District
c. Eastem Municipal Water District
d. Riverside County Flood Control and Water Conservation District -
e. City of Temecula Fire Prevention Bureau
f. Planning Department
g. Department of Public Works
h. Riverside County Health Department
i. Cable TV Franchise
j. Community Services District
� k. Verizon
I. Southern Califomia Edison Company
m. Southem Califomia Gas Company
n. Fish & Game
o. Army Corps of Engineers
41. If phasing of the map for construction is proposed, legal all-weathered accesses as
required by Ciiy Ordinances shall be provided from the tract map boundary to a paved
City maintained road.
42. The Developer shall construct the following public improvements to City of Temecula
General Plan standards unless othenvise noted. Plans shall 6e reviewed and approved
by the Department of Public Works:
a. Improve Butterfield Stage Road (ARerial Highway Standards - 110' RIW) to
include dedication of half-width sVeet right-of-way, installation of hali-width sVeet
improvements, paving, curb and gutter, sidewalk, sVeet lights, drainage tacil'�ies,
signing and striping, util'�ies (including but not limited to water and sewer), 14'
wide raised landscaped median. The developer is eligible to a reducHon in the
Street System Improvements Component of the Public Facilities Development
impact Fee for residential construction as allowed'+n the Public Facilities
Development Impact Fee Reduction Agreement (Exhi6it "A") dated July 14, 1398•
b. The raised landscape median on Butterfield Stage Road shall include 250' of left
turn storage capacity with 120' of approach transition or as determined by the
Director of Public Works during design, for the intersection with 5treet "G".
• c. Improve Meadows Parkway (Major Highway Standards - 100' R/W) to include
dedication of hali-width street right-of-way, installaHon of half-width street
improvements, paving, curb and gutter, sidewalk, street Rghts, drainage facilities,
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wide raised landscaped median. The developer is eligible to a reduction in the
Street System lmprovements Component of the Public Facilities Development
Impact Fee for residential construction as allowed in the Public Facilities
Development Impact Fee Reduction Agreement (Exhibit "A") dated July 14, 1998.
d. Improve Pauba Road (Secondary Highway Standards - 88' R/W) to include
dedication of hafl-width street right-of-way, instellation of half-width 5treet
improvements, paving, curb and gutter, sidewalk, street lights, drainage facilities,
signing and striping, utilities (induding but not limited to water and sewer).
e. Improve Sunny Meadows Drive (Collector Road Standards — 66' WW) to indude
dedication oi half-width street right-of-way plus twelve feet, iristallation of half-
width street improvements plus twelve feet, paving, curb and gutter, sidewalk,
street lights, drainage facilities, signing and striping, utilities (including but not
IimRed to water and sewer).
f. Improve Streets "A," "G," "N," and "V" (Entryway Standards - 70' WW) to include
dedication of full-width street right-ot-way plus six feet, installation of full-width
street improvements plus six feet, paving, curb and gutter, sidewalk, street lights,
drainage facilities, signing and striping, utilities (including but not limited to water
and sewer).
g. Improve Streets "B; 'C," "D; "'F," "G," "H," °I; "J;' "K�" "L," "M," "N" north of "P,°
°p�= p, °q; "q,^ °5," "T," and "U" (Local Fioad Stendards - 60' R/W) to include
dedication of full-width street right•of-way plus twelve feet, installation of full•width
street improvements plus tweNe feet, paving, curb and gutter, sidewalk, street
� lights, drainage faciliHes, signing and striping, utilities (including but not limited to
water and sewer).
h. All street improvement design shall provide adequate right-of-way and pavement
transitions per Caltrans standards for transition to existing street sections.
43. Unless otherwise approved the following minimum criteria shall be observed in the
design of the street improvement plans:
a. Street centerline grades shall be 0.5% minimum over P.C.C. and 1.00% minimum
over A.C. paving.
b. Driveways shail conform to the applicable City Standard Nos. 207, 207A and/or
208.
c. Street lights shall be installed along the public streets shall be designed in
accordance with City Standard Nos. B00, 801, 802 and 803.
d. Concrete sidewalks shall be constructed in accorcJance with Ciry Standard Nos.
400, 401 and 402
e. Design of street improvements shall extend a minimum of 300 feet beyond the
project boundaries to ensure adequate conlinuity of design with adjoining
properties.
f. Minimum centerline radii shall be in accordance with City Standard No. 113.
g. All reverse curves shall include a 100-foot minimum tangent section.
h. All street and driveway centerline intersections shall be at 90 degrees.
i. Ali units shail be provided with zero clearance garage doors and garage door
M openers if the driveway is less than 18 feet in depth from back of sidewalk.
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adjacent to driveways to provide Tor minimum sight distance and visibility.
k. Ali concentrated drainage directed towards the public street shall be conveyed
through curb outlets per City Standard No. 301, 302 and/or 303.
- I, All utility systems including gas, electric, telephone, water, sewer, and cable N :
shall be provided underground. Easements shall be provided as required where
adequate right-of-way does not eicfst for installation of the facilities. All utilities
shall be designed and constructed in accordance with City Codes and the utility
provider. ',
m. Alt utilities, except electrical lines rated 33kv or greater, shall be installed I
underground
44. A construction area Traffic Control Plan shall be designed by a registered Civil Engineer
and reviewed by the Depattment of Public Works,for any street closure and detour w
other disruption to traffic circulation as required by the Department of Public Works.
45. Relinquish and waive righ! of access to and from Pauba Road, Meadows Parkway,
Sunny Meadows Drive and Butterfieid Stage Road on the Final Map with the exception of
one (1) opening on both Meadows Parkway and Butterfield Stage Road only and two (2)
operiings on Sunny Meadows Drive, as delineated on the approved Tentative Tract Map.
46. Comer property line cut oft for vehicular sight distance and Instailation of pedestrian
facilities shall be provided at all street intersections in accordance with Riverside Counry
Standard No. 805.
� 47. All easements and/or right-of-way dedications shall be oftered for dedication to the pubtic
or other appropriate agancy and shall continue in force until the City accepts or
abandons such offers. All dedicaGons shall be free from all encumbrances as approved
by the Department of Public Works.
48. Pursuant to Section 66493 of the Subdivision Map Act, any subdivision which Is part of
an existing Assessment District must comply with the requirements of said section. Prior
to City Council approval of the Final Map, the Developer shall make an application for
reapportionment of any assessments with appropriate regulatory agency.
49, Any delinquent property taxes shall be paid.
50. An Environmental Constraints Sheet (ECS) shall be prepared in conjunction with the
Final Map to delineate identified environmental concems and shall be recorded with the
map. A copy of the ECS shall be transmitted to the Planning Department for review and
approval. The tollowing information shall be on the ECS:
a. The delineation of the area withln the 100-year floodplain.
b. Special Study Zones.
c. Geotechnical hazards identified in the projecYs geotechnical report.
d. Archeological resources found on the site.
51. The Developer shall comply with all constraints which may be shown upon an
Environmental Constraint Sheet recorcJed with any underlying maps related to the subject
property.
52. Cul-de-sacs and knuckles shall be constructed per the appropriate City Standards and
as shown on the approved Tentative Map.
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53. Left tum lanes shall be provided at ali intersections on Sunny Meadows Drive, Pauba
Road, Butterfield Stage Road and Meadows Parkway, as directed by the Department of
Public Works. i
54. Traffic signal interconnection shatl be designed by a registered Civil Engineer to show 2" '
rigid conduit with pull rope, and #5 pull boxes on 200-Toot centers along the property
fronting Butterfield Stage Road and Pauba Road. This design shall be shown on the
street improvement plans and must be approved by the Department of Public Works.
55. Prior to designing any of the above plans (i.e., left turn lanes, traffic signal
inter.connection, etc.), contact the Transportation Engineering for the design ,
requirements.
56. The Developer shall make a good faith effort to acquire the required off-site property
interests, and if he or she should fail to do so, the Developer shall, prior to submittal of
the Final Map for recordation, enter into an agreement to complete the improvements
pursuant to the Subdivision Map Act, Section 66462 and Section 66462.5. Such
agreement shall provide for payment by the Developer of all costs incurred by the City to
acquire the off-site property interests required in connection with the subdivision.
Security of a portion ot these casts shall be in the form of a cash deposit in the amount
given in an appraisal report obtained by the Developer, at the Developer's cost. The
appraiser shall have been approved by the City p�ior to commencement of the appraisal.
57. A signing and striping plan shall be designed by a registered Civil Engineer and
approved by the Department of Public Works for Butterfield Stage Road, Pau6a Road,
Meadows Parkway and Sunny Meadows Drive and shall be inciuded in the street
. improvement plans.
58. A copy of the greding and improvement plans, along with supporting hydrologic and
hydraulic calculations shall be submitted to the Riverside County Flood ConVOI and
Water Conservation District for approval prior to recordation of the Final Map or the
issuance of any permit. A permit from Riverside County Flood Controt arxl Water
Consarvatlon District is required for work within their rightof-way.
59. All utility systems includi�g gas, electric, telephone, water, sewer, and cable TV shall be
provided for underground, with easements provided as required, and designed and
constructed in accordance with City Codes and the utility provider. Telephone, cable TV,
and/or security systems shall be pre-wi�ed in the residence.
60. The Developer shall notify ihe City's cable TV Franchises of the Intent to Develop.
Conduit shall be installed to cable TV Standards at time of street improvements.
g1, Bus bays will be provided at all existing and future bus stops as determined by the
Department of Public Works and the Riverside Transit Agency (RTA).
62, This development must enter into an agreement with the City for a"Trip Reduction Plan°
in accordance with Ordinance No. 93-01.
63. Private drainage easements for cross-lot drainage shall be requfred and shall be
delineated and noted on the final map.
64. Easements for sidewalks for public uses shall be dedicated to the City where sidewalks
meander through private property.
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•. 65. Easements, when required for roadway slopes, landscape easements, drainage faciliiies, (
utilities, etc:, shall be shown on the tinal map if they are located within the land division '.
boundary. All oifers of dedication and conveyances shall be submiried for review end
recorded as directed by the Department of Pubiic Works. On-sRe drainage facilities
located outside of road right-of-way shall be contained within drainage easements and
shown on the final map. A note shali be added to the final map stating "drainage
easements shali be kept free of buildings and obstrucfions."
66. Pedestrian access with sidewalk shall be provided from the cul-de-sac terminus of
Streets "D" and "O" to Butterfield Stage Road and between the cul-de-sac terminus.of
Streets "K" and "G."
Prior to Issuance of Grading Permits '
67. As deemed necessary by the Department of Public Works, the Developer shall receive
written clearence trom the following agencies: -
a. San Diego Regional Water Quality Control Board
b. Riverside County Flood Control and W ater Conservation District
c. Planning Department
d. Department of Public Works
e. Riverside Couniy Health Departmern
f. Community Services District
g, Verizon
• h. Southem California Edison Company
i. Southern Califomia Gas Company
68. A Grading Plan shall be prepared by a registered Civil Engineer in accordance with City
of Temecula standards and approved by the Department of Public Works prior to
commencement of any grading. The plan shall incorporate adequate erosion control
measures to protect the site and adjoining properties from damage due to erosion.
69. A Soils Report shall be prepared by a registered Civil or Soils Engineer and submitted to
the Departrnent of Public Works with fhe initial grading plan check. The report shall
address all soils conditions of the site, and provide recommendations for the cronstruction
oi engineered structures and preliminary pavement sections.
70. A Geotechnical Report shall be prepared by a registered engineer or engineering
geologist and submitted to the Department of public Works with ttie initial grading plan
check. The report shail address special study zones and identify any geotechnical
hazards for the site including location of faults and potential for liquefaction. The report
shall include recommendations to mitigate the impact of ground shaking and liquefaction.
71. A Drainage Study shall be prepared by a registered Civil Engineer and submitted to the
Department of Public Works with the initial grading plan check. Tha study shall identify
storm water runofl.quantfties expected from the development of this sfte and upstream of
the site. It shall identify all existing or proposed off-site or on-site, public or private,
drainage facilities intended to discharge this runoff. Runoff shall be conveyed to an
adequate outfall capable of receiving the storm water runoff without damage to public or
private property. The study shall include a capecity analysis verifying the adequacy ot all
facilities. Any upgrading or upsizing of drainage facilities necessary to comey the storm
water runoff shall be provided as part of development of this project. The basis for
• analysis and design shall be a storm with a recurrence interval of one hundred years.
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• 72. The Developer must comply with the requirements of the National Pollutant Discharge
Elimination System (NPDES) permit from the State Water Resources Control Board. No
grading shall be permitted until an NPDES Notice of Intent (NOI) has been filed or the
project is shown to be exempt. ,
73. The Devefoper shall post security and enter into an agreement guaranteeing the grading
and erosion control improvements in conformance with applicable Ciry Standards and
subject to approval by the Department of Public Works.
74. A flood mitigation charge shall be paid. The Area Drainage Plan fee is payable to the
Riverside County Flood Control and Water Conservation District by either cashie�'s
check or money order, prior to issuance oi permits, based on ihe prevailing area j
drainage plan fee. If the full Area Drainage Plan fee or mitigation charge has already
been credited to this property, no new charge needs to be paid.
75. The Developer shall obtain letters oi approval or easements for any off-site work _
performed on adjoining properties. The letters or easements shall be in a format as
directed by the Department oi Public Works. '
76. All lot drainage shall be directed to the driveway by side yard drainage swales
independeM of any other lot.
Prior to Issuance ot Building Permits
77. Final Map shell be approved and recorded.
78. A Precise Grading Plan shall be submitted to the Department of Publlc Works for review
and approval. The building pad shall be certified by a registered Civil Engineer for
• location and elevaUon; and the Soils Engineer shail issue a Final Soils Report addressing
compaction and site conditions.
79. Grading of the subject property shall be in accordance with the California Building Code,
the approved grading plan, the conditions o1 the grading permit, City Grading Standards
and accepted greding construction practices. The final grading plan shall be in
substantial conformance with the approved rough grading plan.
80. The Developer shail pay to the City the Public Facilities Development Impact Fee as
required by, and in accordance with, Chapter 15.06 of the Temecula Municipal Code and
all Resolutions implementing Chapter 15.06. The developer is eligible to receive cred'Rs
as allowed in the Public Facilities Devslopment Impact Fee Reduction Agreement
(Exhibk "B") dated July 14, 1998.
Prior to Issuance of Certificates of Occupancy
61. The subdivider shall provide "stop" controls at the intersection of local sVeets with erterial
streets and collector streets as directed by the Department of Public Works.
62. Landscaping;shall be limited in the corner cut-off area of ali intersecUons and adjacent to
driveways to provide for minimum sight distance.
83. All signing and striping shall be ihstalled perthe approved signing and striping plan.
84. All traffic signals shall be installed and operational per the specfal provisions and the
approved tra�c signal plan as specified under Condition 54 but not later than issuance of
occupancy for the final phase.
85. All traffic signal interconnect conduil and cable along Buttertield Stage Road from Pauba
Road to the southerly tract boundary shall be instailed per the approved plan at the time
of street improvements.
• 86. Plans for a traffic signal shalf be designed bya registered Civil Engineer and apProved
6y the Department of Public Works for the intersection of Butterfield Stage Road at
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• Street "G." A traffic signal shall be installed prior to issuance of the 150"' occupancy,
unless additional traffic studies suppoR delaying the installation or whenever Street °G" is
constructed to Buttefield Stage Road, whichever comes first. The developer is eligibie to i
receive reimbursement for the Traffic Signals and Traffic Control Systems for the actual
cost for the design and installation as allowed in the Public Facilities Development �
Impact Fee ReductionAgreement (F�chibit "B") dated July 14, 1998.
87. Plans for a tra�c signal shafl be designed by a registered Civil Engineer and approved
by the Department of Public W orks for the intersection of Pauba Road and Meadows
Parkway. A Vaffic signal shall be instalied prior to issuance of the 100'" occupancy,
unless the Department of Public Works approves delaying the installation. The
Developer is eligible to reimbursement for the Traffic Signals and Traffic Control Systems
for the actual cost for ihe design and inst011ation as allowed in the Public Facilities
Development Impact Fee Reduction Agreement (Exhibit "B") dated July 14, 1998.
88. Plans for a Va�c signal shall be designed by a registered Civil Engineer and approved
by the Department of Public W orks for the intersection of Pauba Road and Butterfield
Stage Road. A traffic signal shall be installe oves t e n tailaU'o�� Theupancy,
uniess the Department ot Public W orks app N 9
Developer is eligible to receive reimbursement for ihe Traffic Signals and Traffic Control
Systems for the actual cost for the design and installation as allowed in the Pubiic
Facilities Development Impact Fee Reductfon Agreement (Exhibit "B") dated July 14,
1998.
89. As deemed necessary by the Department of Public Works, the Developer shall rebeive
written clearance from the following agencies:
� a. Rancho Calilornia Water District
b. Eastem Municipal Wa1er District
c. Department of Public Works
90. All necessary certifications and clearances from engineers, utility companies and public
agencies shall be submitted as required by the Department of Pu61ic Works.
91. All improvements shali be constructed and completed per the approved plans and City
sta�dards to the satisfaction of the Director of Public Works.
92. The existing improvements shall be reviewed. Any appurtenance damaged or broken
due to the construction operations of this project shall be repaired or removed and
replaced to the satisfaction of the Director of Pubifc Works.
COMMUNITY SERVICES DEPARTMENT
GenereFConditions
93. If any of the following conditions of approval differ from the text of the Specitic Plan or
exhibits, the conditions enumerated herein shall take precedent.
94. All park and fandscape plans submitted for consideration for TSCD maintenance shall be
in conformance with the City of Temecula Landscape and Irrigation Specifications and
Installation Details and the Park Land and Landscape Dedicallon Process.
95. Construction oi the 5-acre public park site (L.ot No. 295) and the median landscaping
shall commence pursuant to a pre-construction meeting with the developer and the
TCSD Maintenance Superintendent Failure: to comply with the TCSD review and
. inspection process may preciude acceptance to these areas into the TCSD maintenance
programs.
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96. The developer, the developers successor or assignee, shall be responsible tor all ,
meintenance of the park site and the iandscaped medians until such time as those ,
responsibilities are accepted by the TCSD.
97. The park site (Lot No. 295) shall be improved and dedicated to the Citq free and clear of
any liens, assessment iees, or easements that would preclude the City from utilizing the
property for public purposes. A policy of Utle insurance for the amount of the
improvements and a soils assessment report shall also be provided with the conveyance
of the property.
98. Class II bike lanes shall be constructed in concurrence with street improvements along
Butterfield Stage Road and Meadows Parkway. The multi-use trail along Pauba Road
shall also be constructed in concurrence with the street improvements.
99. All perimeter walls, fences, entry monumentation, signage, parkway landscaping,
pedestrian portals, trails, private recreational areas and open space shall be maintained
by the Homeowners Association (HOA), private maintenance association or the property
owner.
100. The developer shall contact the City's franchised solid waste hauler for disposal of
construction debris. Oniy the City's franchisee may haul construction debris.
Prior to Final Map
� 101. Construction drawings for the park site (Lot No. 295) and the landscaped medians
proposed for dedication to the City shall be reviewed and approved by the Director of
Community' Services.
102. The Developer shali post security and enter into an agreement to improve the park site
(Lot No. 295) and the landscaped medians.
Prior to Issuance of Buildina Permits
103. Prior to the installation of street lights or the issuance ot building permits, whichever
comes first, the developer shall file an applicaGon and pay the appropriate fees to the
TCSD for the dedication of arterial and �esidential street Iighting into the appropriate
TCSD mainteoance program.
104. Zhe 5-acre park site (Lot No. 295) shall be improved, including the completion of the 90-
day maintenance period and the conveyance accepted by the City Councif prior to the
issuance of ihe first building permit in Tract 24Y88, excluding the 67 dwelling units in
Tract 24188-1 and excluding models.
105. The private recreation center (Lot No. 294) shall be completed prior to the issuance o{
the 20D�' building permit in Tract 24188, excluding the 67 dwelling units in Tracts 24188-1.
Prior to Issuance of Certificates o1 Occupanev
106. It shall be the developer's responsibility to provide wrilten disclosure of the existence of
the Temecula Community Services District and iis service level rates and charges to all
� prospective purchasers. This disclosure stiall be in the format acceptable to the City and
filed with the TCSD.
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107. Prior to issuance of any certificates of occupancy within each phase, the developer shall
submit, in a format as directed by TCSD staff, the most current list of Assessor's Parcel
Numbers assigned to the final project.
�i
By placing my signature below, 1 confirm that I have read, understand and accept all the above ',
Conditions of Approval. I further understand that the property shall be maintained in
conformance with these conditions of approval and that any changes I may wish to make to the
project shall be subject to Community Development Department approval.
Applicant Signature
.
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CITY OF TEMECULA i
CONDITIONS OF APPROVAL �
Planning Application No.: PA01-0117 (Vesting Tentative Tract Map No. 24188,
Amendtrtent No. 4)
Project Description: The subdivision of approximately 127 acres into 293
residential lots, 1 recreatlon center lot, 1 park lot and y 6 open
space lots which conform ta the Planning Areas, Open Space
preas and Park sites of the Paloma Dei Sol Specific Pla�
Amendment No. e.
Assessor's ParcelNos.: 955-030-002,955-030-003,955-030-004,955-006,955-030-032.
Approval Date:
Expiration Date:
PLANNING DIVISION
Within Forty-Etght (48) Hours of the Approval of this Project
• 1. The applicant/developershall deliverto the Community Development Departmenf- Planning
Division a cashler's check or money order made payable to the County Clerk in the amount
of Nine Hundred Fourteen Dollars ($914.00) which includes the Eight Hundred and Fitty
Dollar ($850.00) fee, required by Fish and Game Code Section 711.4(d)(3) plus the Sixry-
Four pollar ($64.00) County administrative fee, to enable the Ciry to file the Notice of
Determination torthe Environmental Imp2�ct Fieport required under Public Resources Code
Section 21151 and Califomia Code of Regulations Section 15904. If within said forty-eight
(48) hour period the applicanUdeveloper has not delivered to the Community Devebpment
Department - Planning Division the check as required above, the approval for the project
grarited shell be void by reason of failure of condition (Fish and Game Code Section
711.4(c)).
General Requirements
2. The tentative subdivision shall comply with the State of Califomia Subdivision Map Act and
to all the requirements of Ordinance No. 460, unless modified by the conditfons listed below.
A time extension may be approved in accordance wiih the State Map Act and City
Ordinance, upon writlen request,'rf made 30 days prior to the expiration date.
3. The permittee/applicant shall indemnify, protect and hold hartnless, the Ciry and any agency
or instrumentality thereof, and/or any of its otficers, employees, and agents from any and ail
claims, actions, or proceedings against the City, or any agency or instrumentality thereof, or
any of its o�cers, employees, and agents, to attack, set asfde, void, annul, or seek monetary
damages resuHing irom an approval of the City, or any agency or instrumentality thereof,
advisory agency, appeal board or legislative body including actions approved by the voters
of the Ciiy, concerning the P�anning Application which action is brought within the
appropriate statute of limitations period and Public Resources Code, Division 13, Chapte� 4
(Section 21000 et seq., including but not by the way of limitations Section 21152 and 21167).
• The City shall promptly notify the permitteelapplicant of any ciaim, action, or proceeding
brougM forth within this time period. The City shall estimate the cost of the defense of the
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• action and applicant shall deposit said amount with the City. City may require additional i
deposits to cover anticipated crosts. City shall refund, without interest, any unused portions ,
of the deposit once the litigation is finaliy concluded. Should the City fail to either promptly
notify or cooperate fully,permittee/applicant shall not, thereatter be responsible to indemnify,
defend, protect, or hold harmless the City any agency or instrumentalitythereof, or any of its
officers, employees, or agents. Should the applicant fail to timely post the required deposit,
the Director may terminate the lands use approval without further notice to the applicant.
4. This project and alI subsequent projects within this site shall be consistentwith Specific Plan
No. 4.
5. The project and all subsequent projects within this site shall be subject to the Amendment
and Restatement of Development Agreement Between ihe City of Temecula and Mesa
Homes (Paloma Del Soi).
6. The project and all subsequent projects within this site shall comply with all mitigation
measures ident'rfied wiihin EIR No 235.
7. The applicant shall comply with all mitigadon measures contained in the approved N�n
Monitoring Prog�am.
e. Subdivision phasing shall be subject to Planning Department approval.
Prior to Issuance of Grading Permits
9. If the project is to be phased, prior to the approval of grading permits, an overall conceptual
grading plan shafl be submitted to the Planning Director for approval. The plan shall be used
as a guideline for subsequent detailed grading plans for individual phases of development and
• shall include the tollowing:
a. Techniques which will be utilized to prevent erosion and sedimentation during and after
the grading process.
b. Approximate time frames for grading and identificauon of areas which may be graded
during the higher probabiliry rain months of January through March.
c. Preliminary pad and roadway elevaeons.
d. Areas of temporary grading outside of a particula[ phase.
10. The developer shall provide evidence to the Director of Building and Safety that all adjacent
off•site manufactured slopes have recorded slope easements and that siope maintenance
responsibilities have been assigned as approved by the Director of Building and Safery.
11. The applicant shafi comply with the provisions of Chapter 8.24 of the Temecula Municipal
Code (Habitat Conservation) by paying the appropriate fee set forth in that ordinance or by
providing documented evidence that the fees have already been paid.
Prior to Recordation of the Final Map
12. Prior to recordaGon of the final map, an Environmental ConsVaints Sheet (ECS) shall be
prepared in conjunction with the final map to delineate ident'rfied environmental concems and
shall be permanently filed with the office of the City Engineer. A copy of the ECS shall be
frartsmitted to the Planning Department for review and approval. The approved ECS shali be
forwarded with copies of ihe recorded finai map to the Planning Department and the
Department of Building and Safety. The following notes shali be placed on the ECS:
a. 'This property is located within thirty (30) miles of Mount Palomar Observatory. All
proposed outdoor lighting systems shall comply with the Cal'rfomia lnstitute of
Technology, Palomar Observatory Outdoor Lighting Policy."
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� b. "EIR No. 235 and an Addendum to this EIR was prepared for this project and is on file
at the City of Temecula Planning Department" i
� 3, Any delinquent property iaxes shall be paid prior to recordation of the final map.
Prior to Issuance of Building Permits
14. The development impact fees associated with the project must be paid to the Ciry of I
Temecula.
15. With the submittal of building plans to ihe Department of Building and Safety a copy of the
acoustical study prepared by Wilber Smith Associates dated September 22. 1992 and
subsequent study dated Octo6er 3, 1992, or as updated by subsequent reports, shall be
submitted to ensure the implementation of the study to reduce ambient interior noise levels
to 45 Ldn and exterior noise fevels to 65 Ldn.
16. Roof-mounted mechanical equipment shall not be permitted within the subdivision,
however solar equipment or any other energy saving devices shall be peirnitted with
Director of Planning approvaL
17. The Covenants, CondiUons and Restrictions (CC8�R's) shall be reviewed and approved bythe
Planning Department prior to final map recordaCwn of the tract maps. The CC&R's shall
include liability insurance and methods oi maintaining the open space, recreation areas,
parking areas, private roads, exterior of all buildings and parkways.
1B. No lot or dweiling unit in the development shall be sold unless a corporation, association,
property owners group, or similar enCity has been formed with the right to assess all properties
individuaily ovmed orjointly owned which have eny rights or interest in the use ot the common
• areas and common facilities in the devebpment, such assessment power to be sufficient to
meet the expenses of such entity, and with authority to control, and the duty to maintain, all of
said mutually available features of the developmenL Such entity shall operate under recorded
CC&R's which shall include compulsory membership of all owners of lots and/ordwelling un'2s
and flexibiiity of assessments to meet changing costs of maintenance, repairs, and serrices.
Recorded CCBR's shall permit enforcement by the City of Provisions required by the Ciry as
Conditions of Approvai. The developer shall submft evidence of compliance with this
requirement ta, and receive approval of, the CiH prior to making any such sale. This condiHon
shall not apply to land dedicated to the City for pubiic purposes.
19. A periortnance bond and a one year maintenance bond shall be required for all landscaping
installed except for landscaping within ind'rridual lots. The amount of thls landscaping shall be
subject to ihe approval of the Planning Department This bond shall be secured after
wmpletion of said landscaping and priorio release of the dwelling units ded to the timing of the
landscaped area
20. Erosion control planGng shall commence as soon as slopes are completed on any portion of
the sRe during and after the grading operations. A performance bond shali be secured with 1he
Planning Department prior to issuance of any grading permifs to insure the installation of this
landscaping. Cut slopes equal to or greater tl�an five (5) feet in vertical height and fill sbpes
equal to or greater than three (3) teet in vertical height shall be planted with a ground cover to
protect the slope from erosion and instabiliiy. Slopes exceeding fifteen (75) feet in vertical
height shall be planted with shrubs, spaces not more than ten (10) feet on center or trees
spacetf not to exceed lwenty (20) feet on canter or a combination of shrubs and trees at
equivalent spacings, in addition to the ground cover. Other standards of erosion control shall
be consistent with Orclinance No. 457.57•
21. Community Theme Walis may be substituted for Project Theme Walls at the developers
discretion.
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22. W ood fencing shall only be allowed along the side yards and the rear yards of single family I I
dwellings. ProjectThemeWallsshalibeusedalongthesideyardsfacingihestreetforcorner
lots.
23. The residential lot street Vee requirements and front yard requiremenTs shall be consistent with
Section IV.C.3.a.1.,2., and 3. oi Spec'rfic Plan No. 219; Amendment No. 3.
24. Mairnenance and timing for completion of all open space areas shall be as idenfrfied in
Planning Application No. 92-0013 (Development Agreement) or shall be consistent with
Spec"rfic Plan No. 219, as amended, if the Development Agreement is null and void.
25. A MiUgatlon Monitoring Progrem shall be submitted and approved bythe Planning Departrnent
prior to recordation of the Final Map.
26. A conceptual landscape plan shall be submiried to the Planning Department prior to ihe
issuance oi building pertnits for review and approval. The following needs to be included in
these plans:
a. Typical front yard landscaping for interior, comer and cul-de-sac lots.
b. Typical slope landscaping.
c. Private and public park improvements and landscaping.
d. All open space area landscaping including, private and public common areas, private
recreational areas, paseos, equestrian trails, monuments and .Landscape
Development Zones.
� e. Ail landscape plans shall identify the number end size of all plants, the type of irrigation
to tie used, all hardscaping, fences and walls.
f. The timing for installation of all landscaping walls and trails shall be identified prior to
approvel of these plans.
g. The responsibility ior installalion of all landscaping and walls shall be identified,
h. Ail private open space areas that wili not be dedicated to the City as identified in the
Development Agreement shall be developed as an integrated part ot the open space ,
lot that they are a paR of and shall be consistent with the provisions of the Spec'rfic
Plan.
i. Fifty (50) percent of all trees planted within The project shall be a minimum of twenty
four (24) inch box. The landscape plans proposed for each phase shall incorporete .
the fifry (50) percent mix of twenty four (24) inch box trees into the design. The
proJislons of Chapter 7.06 of the D�evelopment Code shalPbe applied to all landscaped
- areas wiU� 2:1 slopes or greater.
j. A note shall be pfaced on the conceptual landscape plans that all trees shall be double
staked and automatic irtigation shall be installed tor all landscaping. These provisions
shali be incorporeted into the consVuction plans.
k. A note shall be added to all conceptual landscape plans that all utllity service areas
and enclosures shall be screened from view with landscaping. This equipment shall
be identified on the construction landscape plans and shali be screened as specified
on this condition.
I. The plant heights at sensitive locatlons Sortraffic safety shall be subject to the approval
of the Public Works Department.
• m. The timing for submittal and approval of the construction landscape plans shail be
idenCrfied ior all improvements within this condition.
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27. The development of this project and all subsequent developments within this project shall be ;
consistent with Specific Plan No. 219, as amended and Planning Appiication No. 92-0013
(Development Agreement) or any subsequent amendments. i
28. Doubfe-pane window Veatment shall be required for second floor elevation windows in any
lwo-story homes constructed on the lots identified in the Acoustical 5tudy prepared by W ilber
Smith Associates dated September 22, 1992 and its supplement dated October 3, 1992 and
any other supplemental reports.
2g. Ail Parcels in Planning Areas 26 and 28 that abut a portion of Butterffeld Stage Road that are ,
designed with a Landscape Development Zone (LDZ) of less than 32 Seet shall be developed
with single stary single family dweliings.
Prior to Issuance of Occupancy Permits
30. If deemed necessary by the Director of Planning, the applioant shall provide additional
landscaping to effectively screen various components of the project.
3�. All required landscape planting and irzigation shail be installed consistent with the
approved conswction plans and shall ba in a condition acceptable to the Director of
Planning. The plants shall be healthy and free of weeds, disease, or pests. The
irrigation system shall be properly consWCted and in good working order.
3p, Front yard and slope landscaping within individual lots shall be completed for inspection.
33. Perfortnance securities, in amounts to be deterrnined by the Director of Planning, to
� guarantee the maintenance ot the plantings within private common areas for a period of
one year, in accordance with the approved construction landscape and irrigation plan,
shall be filed with the Community Development Department - Planning Division for one
year from final cert�cate of occupancy. After that year, if the landscaping and irrigaiion
system have been maintained in a condition satisfactory to the Director of Planning, the
bond, shall be teleased.
�q. All of the foregoing conditions shall be complied with prior to occupancy or any use
allowed by this permk.
pEPARTMENT OF PUBLIC WORKS
35. The Department of Public Works recommends the following Conditions of Approval for
this project. Unless stated otherwise, all conditions shall be completed by the Developer
at no cost to any Government Agency.
General Requirements
36. It is understood that the Developer correctly shows on the tentaUve map all existing and
proposed easements, traveled ways, improvement constraints and drainage courses,
and their omission may require the project to be resubmitted for further review and
revision.
37, All underlying Conditions of Approval for Vesting Tentative Tract Map No. 24168,
Amendment No, 3 approved December 8, 1992 shall govern. If conflicting conditions of
approval prevail, the most stringent shall apply.
38. A Grading Pertnit for either rough or precise grading shall be obtained from the
Department of Public Works prior to commencement of any construction outside of the
City-maintained road right-of-way.
• 39. An Encroachment Permft shall be obtained from the Department of Public Works prior to
commencement of any construction within an existing or proposed City right-of-way.
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All improvement plans, grading plans, landscape and irrigation plans shall be
coordinated for consistency with adjacent projects and existing improvements contiguous
to the site and shall be submitted on standard 24" x 36" City of Temecula mylars.
Prior to Appro4al of the Final Map, unless other timing is indfcated, the Developer shall
complete the following or have plans submitted and approved, subdivision improvement
agreements executed and securitles posted:
40. As deemed necessary by the Department of Public W orks, the Developer shali receive
written clearance from the following agencies:
a. San Diego Regional W ater Quality Control Board ,
b. Rancho Califomia Water District
a Eastern Municipal Wate� District
d. Riverside County Flood Control and Water Conservation District -
e. Ciry of Temecula Fire Prevention Bureau
f. Planning Department
g. Department ot Public Works
h. Riverside County Health Deparlment
i. Cable N Franchise
j, Community Services District
M k. Verizon
I, Southern Califomia Edison Company
m. Southem Califomia Gas Company
n. Fish & Game
o. Army Corps of Engineers
41. If phasing of the map for construction Is proposed, legal all-weathered accesses as
required by City Ordinances shall be provided from the tract map boundary to a paved
City maintained road.
42. The Developer shall construct the following public improvements to City of Temecula
Ge�eral Plan standards unless othenvise noted. Plans shall be reviewed and approved
by the Departrnent of Public W orks:
a. Improve Butterfield Stage Road (Arterial Highway Standards - 110' R/V11) to
- include dedication of hal(-width street right-of-way, installatlon of half-width sVeet
improvements, paving, curb and c�utter, sidewalk, street lights, dreinage facilities,
signing and striping, ulilities (incluiding but not limited to water and sewer), 14'
wide raised landscaped median.'fhe developer is eligibla to a reduction in the
Street System Improvements Cornponent of the Pubiic Facilities Development
Impact Fee for residential construction as allowed in the Public Facilities
Development Impact Fee Reduction Ag�eement (Exhibit "A") dated July 14, 1998.
b. The raised landscape median on Buttertield Stage Road shall include 250' of left
tum storage capacity with 120' of approach Vansition or as determined by the
Director of Public Works during design, for the intersection with Street "G".
� c. Improve Meadows Parkway (Major Highway Standards -100' FVW) to include
dedication of half-width street right•of-way, installation of half-width street
improvements, paving, curb and gutter, sidewalk, street lights, drainage facilities,
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signing and striping, utilities (including but not limited ro water and sewer), 12'
wide7aised landscaped median. The developer is eligible to a reduction in the
Street System Improvements Component of the Public Facilities Development
Impact Fee for residential construction as allowed in the Public Facilities
Development Impact Fee Reduction Agreement (Exhibit "A") dated July 14, 1998.
d. Improve Pauba Road (Secondary Highway Standards - 88' Rl�N) to include
dedication of half-width street rightof-way, installation of half-width street
improvements, paving, curb and gutter, sidewalk, street lights, drainage facilities,
signing and striping, utllities (including but not limited to water and sewer)_ :
e. Improve Sunny Meadows Drive (Collector Road Standards — 66' H/W) to include
dedicatlon of hal(-width street right-of-way plus twelve feet, in§tallation of half-.
width street improvements plus iwelve feet, paving, curb and gutter, sidewalk,
street lights, drainage facilities, signing and striping, utilities (including but not
limited to water and sewer).
f. Improve Streets "A," "G," "N," and "V" (Entryway Standards - 70' W4V) to include
dedication of full-width sVeet right-of-way pius six feet, installation of full-width
street improvements plus six feet, pa�ring, curb and gutter, sidewalk, street iights,
drainage facilities, signing and stripirn3, utilities (including but not limited to water
and sewer).
g. Improve Streets "B," "C," "D," "F,° "G," °H; "I," "J; "K," "L," "M," "N" north of "P,"
up ^ °p ^ °q ^ °R; "9" "i," and "U" (Local Road Standards - 60' FUW) to include
dedication of full-width street right-of-way plus twelve feet, installation ot full=width
street improvements plus twelve teet, paving, curb and gutter, sidewalk, street
� lights, drainage facilities, signing and striping, utilities (inciuding but not limited to
water and sewer).
h. All street improvement design shall provide adequate right-of-way andpavement
transitions per Cakrans standards for transition to existing street sections.
43. Unless otherrrise approved the following minimum criteria shall be observed in the
design of the street improvement plans:
a. Street centerline grades shall be 0.5% minimum over P.C.C. and 1.00% minimum
over A.C. paying.
b. Driveways shall conform to the applicable City Standard Nos. 207, 207A and/or
208.
c. Street lights shall be installed along the public streets shall be designed in
accordance with City Standard Nas. 800, B01, 602 and B03.
d. Concrete sidewalks shall be constructed in axordance with City Standard Nos.
400, 401 and 402.
e. Design of sireet improvements shall extend a minimum of 300 ieet beyond the
project boundaries to ensure adequate contfnuity of design with adjoining
properties.
1. Minimum centerline radii shall be in accordance with Ciiy Standard No. 113.
g. All reverse curves shall include a 100-foot minimum tangent section.
h. All street and driveway centerline intersections shall be at 90 degrees..
i. All units shall be provided with zero clearance garege doors and garage door
. openers if the driveway is less than 18 feet in depth from back of sidewalk.
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j. Landscaping shall be limited in the corner cut-off area of all intersections and
adjacern to driveways to provide tor minimum sight distance and visibility.
k. All concenVated drainage directed towards the public street shail be conveyed
through curb outlets per City Standard No. 301, 302 and/or 303.
I. All utility systems Including gas, electric, telephone, water, sewer, and cable TV
shall be provided underground. Easements shall be provided as required where
adequate right-of-way does not exist for installation of the tacilities. Ail utililies
shall be designed and constructed in axordance with City Codes and the utility
provider.
m. All uti(ities, except electrical lines rated 33kv or greater, shall be installed
underground
44. A construction area Traffic Control Plan shail be designed by a registered Civil Engineer
and reviewed by the Department of Public Works tor any street dosure and detour or
other dfsruption to traffic circulation as requfred by the Department of Public W orks.
45. Relinquish and waive rigM of access to and from Pauba Road, Meadows Parkway,
Sunny Meadows Drive and Butlerfield Stage Road on the Final Map with the exception of
one (1) opening on both Meadows Parkway and Buttertield $tage Road only and two (2)
opanings on Sunny Meadows Drive, as delineated on the approved Tentative Tract Map.
46. Corner property line cut off tor vehicular sight distance and installation of pedestrian
facilities shall ba provided at ell street intersections in accordance with Riverside County
Standard No. 805.
• 47. AII easements and/or right-of-way dedications shall be oifered for dedication to the public
or other appropriate agency and shall continue in force until the City accepts or
abandons such offers. All dedications shall be free from all encumbrances as approved
by the Department of Public Works.
48. Pursuant to Sec6on 66493 of the Subdivision Map Act, any subdivision which is part of
an exlsting Assessment District must comply with the requirements of said section. Prior
to City Council approval of the Final Map, the Developer shall make an application for
reapportionment of any assessments with appropriate regulatory agency.
49. Any delinquent property taxes shall be paid.
50, An Environmental Constraints Sheet (ECS) shail be prepared in conjunction with the
Final Map to delineate identified environmenta� concems and shall be recorded with the
map. A copy of the ECS shall be transmitted to the Pianning Department for review and
approval. The foliowing iniormation shall be on the ECS:
a. The delineation oS the area within the 100-year floodplain.
b. Special S1udy Zones.
c. Geotechnical hazards identified in the project's geotechnical report.
d. Archeological resouroes found on the site.
51. The Developer shafl comply with all constraints which may be shown upon an
Environmental Constraint Sheet recorded with any underlying maps related to the subject
property.
52. Cul-de-sacs and knuckles shall be constructed per the appropriate City Standards and
as shown on the approved Tentative Map.
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53. Road, Butterf eld Stage Road an d Parkway, as di ected by the Department of I
Public Works.
54, Traffic signal interconnection shail be designed by a registered Civil Engineer to show 2"
rigid conduit with pull rope, and #5 pull boxes on 200-foot centers along the property
fronting Buttefiield Stage Road and Pauba Road. This design shall be shown on the
street improvement plans and must be approved by the Department of Pubiic Works.
55. Prior to designing any of the above plans (i.e., left turn lanes, traffic signal
interconnection, etc.), contact the Transportation Engineering for the design
requirements.
56. ntere f he she I do sotthe Developer sha�llepr�or to subm ttal of
the Final Map ior recordatlon, enier into an agreement to complete the imProvements
pursuant to the Subdivision Map Act, Section 66462 and Section 66462.5. Such
agreement shall provide for payment by the Developer of all costs incurred by the City to
acquire the oN-sfte property interests required in connection with the subdivision.
Security of a portion of these costs shell be in the form of a cash deposit in the amount
given in an appraisal repoA obtained by the Developer, at 1he Developer's cost. The
appraiser shall have been approved by the City prior to commencement,of the appraisaL
57, A signing and striping plan shall be designed by a registered Civil Engineer and
approved by the Department of Public Works for Butterfield Stage Road, Pauba Road,
Meadows Parkway and Sunny Meadows Drive and shall be included in the street
� improvement plans.
58. A copy of the grading and improvement plans, along with supporting hydrologic and
hydraulic calculations shall be submitted to the Riversida County Flood Control snd .
Water Conservation District tor approval prior to recordation of the Final Map or the
issuance of any permk. A permic from Riverside County Flood Control and Water
Conservation District is required for work within their right-oi-way.
59. All utility systems including gas, electric, teiephone, water, sewer, and cable TV shall be
provided for underground, with easements provided as required, and designed and
constructed in accordance with City Codes and the utility provider. Telephone, cable TV,
and/or security systems shall be pre-wired in the residence.
60. The Developer shall notify the City's cable TV Franchises of the Intent to Develop.
Conduit shall be installed to cable TV Standards at time of street improvements.
g1. Bus bays will be provided at ali existing and future bus siops as determined by the
Department of Public Works and the Riverside Transit Agency (RTA).
g2, This development must enter into an agreement with the City for a"Trip Reduction Plan"
in accordance with Ordinance No. 93-01.
63. Private drainage easements for cross-lot drainage shall be required and shall be
delineated and noted on the final map.
64. Easements for sidewalks for public uses shall be dedicated to the City where sidewalks
meander through private property.
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65. Easements, when required for roadway slopes, landscape easements, drainage facilRies, �
utilities, etc., shall be shown on the final map if they are located within the land division
boundary. All offers of dedication and conveyances shall be submitted for review and
recorded as directed by the Department of Public Works. On-site drainage facilities
located outside of road right-of-way shall ba contained within drainage easements and
shown on the final map. A note shall be added to the final map stating "drainage
easements shall be kept free of buildings and obshvctions."
66. Pedestrian access with sldewalk shall be provided from the cul-de-sac terminus of
Streets "D" and "O" to Butterfield Stage Road and between the cul-de-sac terminus of
Streets "K" and "G:'
Prior to Issuance of Grading Permits
67. As deemed necessary bythe Departmeni of Public Works, the Deveioper shall receive
written clearance from the following agencies: -
a, San Diego Regional Water Quality Control Board
b. Riverside County Flood Control and Water Conservation District
c. Planning Department
d. Department of Public W orks
e. Riverside County Health Department
f. Community Services District
� g. Verizon
h. Southern California Edison Company
i. Southem California Gas Company
68. A Grading Plan shall be prepared by a registered Civil Engineer in accordance with City
of Temecula standards and approved by the Department of Public Works prior to
commencement of any grading. The plan shall incorporate adequate erosion control
measures to protect the site and adjoining properties from damage due to erosion.
69. A Soils Report shall be prepared by a registered Civil or Soils Engineer and submitted to
the Departrnent of Public Works with the initial grading plan check. The report shall
address all soils conditions of the site, and provide recommendations for the construction
of engineered structures and preliminary pavement sections.
70. A Geotechnical Report shail be prepared by a registered engineer or engineering
geologist and submitted to the Department of public Works with the initial grading plan
check. The report shall address special study zones and idenYrfy any geotechnical
hazards for the site including location of faulis and potential for liquefaction. The report
shall include recommendations to mitigate the impact oi ground shaking and liquefaction.
71. A Drainage Study shall be prepared by a registered Civil Engineer and submitted to the
Department of Public Works with the initial grading plan check. The study shall idenHfy
storm waler runoff quantities expected from the development of this site and upsVeam of
the site. It shall identify all existing or proposed off-site or on-site, public or private,
drainage facilities intended to discharge this runott. RunoH shall be conveyed to an
adequate outfall capable of receiving the slorm water runoff without damage to public or
private property. The study shall include a capacity analysis verifying the adequacy of all
facilities. Any upgrading or upsizing of drainage iacilities necessary to convey the storm
. water runoff shall be provided as paR of development of this project. The basis for
analysis and design shall be a storm with a recurrence interval of one hundred years.
� q;15pq�2oa1�01•01D2PalomaDelSol#B�oalomaecvtlmres2A5C
•. 72 The Developer must comply with the requirements of the National Pollutant Discharge
Eiimination System (NPDES) permit from the State W ater Resources Control Board. No
grading shall be permitted until an NPDES Notice of Infent (NOI) has been filed or the
project is shown to be exempt.
73. The Devetoper shall post security and enter into an agreement guaranteeing the grading I
and erosion control improvements in conformance with applicable Ciry Standards and ,
subject to approval by the Department of Public Works.
74. A flood mitigation charge shall be paid. The Area Drainage Plan fee is payable to the
Riverside County Flood Control and W ater Conservation District by either cashier's
check or money order, prior to Issuance of permits, based on ihe prevailing area '
dreinage plan fee. Ii the full Area Drainage Plan fee or mitigation charge has already ,
been credited to this property, no new charge needs to be paid.
75. The Developer shall obiain letters of approval or easemerits for any off-site work
performed on adjoining properties. The letters or easements shall 6e in a format as
directed by the Department of Public Works.
76. All lot drainage shall be directed to the drivsway by side yard drainage swales
independant of any other lot.
Prior to Issuance ot Building Permits
77. Final Map shall be approved and recorded.
78. A Precise Grading Plan shell be submiried to the Department of Public Works for review
and approval. The building pad shall be certified by a registered Civii Engineer fpr
� location and elevation; and the Soils Engineer shall issue a Final Soils Repor[ addressing
compaction and site conditions.
79. Grading of the subject property shall be in accordance with the Califomia Building Code,
the approved grading plan, the conditions of the grading permit, City Grading Standards
and accepted grading construction practices. The final grading plan shall be in
substaMial confortnance with the approved rough grading plan.
80. The Developer shall pay to the Ciiy the Public Facilities Development Impact Fee as
required by, and in accorclance with, Chapter 15.06 of the Temecula Municipal Code and
all Resolutions implementing Chapter 75.06. The developer is eligible to receive credits
as allowed in the Public Facilities Development Impact Fee Reduction Agreement
(Exhibit "B'� dated July t4, 1996.
Prior to Issuance of Certificates of Occupancy
81. The subdivider shall provide "stop" controis at the intersection of local streets wfth arterial
streets and collector streets es directed by the Deparlment of Public Works.
82. Landscaping shall be limited in the comer cut-off area of all intersections and adjacent to
driveways ro provide for minimum sight distance.
83. All signing and striping shall be instalied per the approved signing and striping pian.
84. All traffic signals shall be installed and operational per the special provisions and the
approved traffic signal plan as specified under Condition 54 but not later than issuance of
occupancy for the final phase.
85. All traffic signal interconnect conduit and cable a�ong Butterfield Stage Road from Pauba
Road to the southerly tract boundary shall be instalied per the approved plan at the time
oi street improvemenis.
• 86. Plans tor a traffic signal shall be designed by a registered Civii Engineer and approved
by the Department of Public Works ior the intersection of Buttertield Stage Road at
F:\S P A�2001W1 �D102 Paloma Del Sol #B�aloma cc Ntm res.2.DOC
� 16
� Street "G " A tra�c signal shall be installed prior to issuance of the 150"' occupancy,
unless additional traffic studfes support delaying the installation or whenever Street "G" is
constructed to ButteAield Stage Road, whichever comes first. The developer is eNgible to �
receive reimbursement for the Traffic Signais and Traffic Control Systems for the actual I
cost for the design and installation as allowed in the Public Facilities Development ;
Impact Fee Reduction Agreement (Exhibit "B") dated July 14, 1998.
87. Plans for a traffic signal shall be designed by a registered Civil Engineer and approved
bythe Department of Public Works for the intersection of Pauba Road and Meadows
Parkway. A traffic signal shall be installed prior to issuance of the 100"' occupancy,
unless the Deqartment of Public W orks approves delaying the installation. The
Developer is eligible to reimbursement for the Traific Signals arid Traffic Control Systems
for the actual cost for the design and installation as allowed in the Public Facilities
Development Impact Fee Reduction Agreement (Exhibit "B") dated Juiy 14, 1998.
88. Plans for a traffic signal shall be designed by a registered Civil Engineer and approved
by the Department of Public W orks for the intersection oi Pauba Road and Butterfield
Stage Road. A traffic signal shall be installed prior to issuance of the 150'" occupancy,
unless the Department of Public Works approves delaying the installation. The
Developer is eligible to receive reimbursemant for the Traffic Signals and Traflic Control
Systems for the actual cost for the design and installation as allowed in the Public
Facilities Development Impact Fee Reduction Agreement (Exhibit "B") dated July 14,
1998.
89. As deemed necessary by the Department of Public W orks, the Developer shall receive
written clearance from the foliowing agencles:
� a. Rancho Cal'rfornia Water District
b. Eastem.Municipal WaterDistrici
c. Department ot Public Works
90. All �ecessary certifications and clearances from engineers, utility companies and public
agencies shall be submitted as required by the Department of Public Works.
91. All improvements shall be oonstructed and completed per the approved plans and City
standards to the satisfaction of the Direcior of Public Works.
92. The existing improvements shall be reviewed. Any appurtenance damaged or broken
due to the constructlon operations of this project shall be repaired or removed and
replaced to the satisfaction of the Direotor of Public W orks.
COMMUNITY SERVICES DEPARTMENT
GeneraFConditions
93. If any of the following conditions of approval differ from the text of the Specific Plan or
exhibits, the conditions enumerated herein shall Take precedent.
94. All park and landscape plans submitted for consideration for TSCD maintenance shall be
in conformance with the City ot Temecula Landscape and Irrigation Specifications and
Installation Details and the Park Land and Landscape Dedication Process.
95. Construction of the 5-acre public park site (Lot No. 295) and the median landscaping
shall commence pursuant to a pre-construction meeting with the developer and the
TCSD Maintenance Superintendent. Failure• to comply with the TCSD review and
� inspection process may preclude acceptanGS to these areas into the TCSD maintenance
programs.
R:1S P A�2001 Wt-0102 Paloma Del Sol NB�aloma cc vnm res2.UOC ,
, 17
.
96. The developer, the developer's successor or assignee, shall be responsible for all
maintenance of the park site and the landscaped medians until such time as those
responsibilities are accepted by the TCSD.
g7. The park site (Lot No. 295) shall be improved and dedicated to the City free and clear of
any Iiens, assessment fees, or easements that would preclude the City utilizing the
property for public purposes. A policy of title insurance for the amount of the
improvemenLs and a sofls assessment repod shall also be provided with the conveyance
of the property.
98. Class II bike lanes shali be constructed in concurrence with sireet improvements along
Butterfield Stage Road and Meadows Parkway. The multi-use trail along Pauba Road
shall also be constructed in concurrence with the streeTimprovements.
99. All perimeter walls, fences, entry monumentation, signage, parkway landscaping,
pedestrian portals, trails, private recreational areas and open space shall be maintained
by the Homeowners Association (HOA), private maintenance association or the property
owner.
100. The developer shall contact the City's franchised solid waste hauler for disposal of
construction debris. Only the City's franchisee may haul construction debris.
Prior to Final Map
� 1D1. Construction drawings for the park site (Lot No. 295) and the landscaped medians
proposed for dedication to the City shall be reviewed and approved by the Direcror of
Community Services.
102. The Developer shall post security and enter into an agreement to improve the park site
(Lot No. 295) and the landscaped. medians.
Prior to Issuance of Buildina Permits
103. Prior to the installation of sVeet lights or the issuance of building permits, whichever
comes first, the developer shall file an application and pay the appropriate fees to the
TCSD for the dedication of arterial and residential street lighting into the appropriate
TCSD maintenance program.
104. Zhe 5-acre park site (Lot No. 295) shall be improved, including the completion of the 90-
day maintenance period and lhe conveyance accepted by the City Council prior to the
issuance of the first building permit in Tract 24188, excluding the 67 dwelling units in
Tract 24188-1 and excluding models.
105. The private recreation center (Lot No. 294) shall be compVeted prior to the issuance of
the 200� building permit in Tract 24188, excluding the 67 dwelling un'its in Tracts 2at88-1.
Prior to Issuance of Certificates of Occupancv
106. It shall be the developers responsibility to provide written disclosure of the existence of
the Temecula Community Services District and its service level raies and charges to all
. prospective purchasers. This disclosure shall be in the Eormat acceptable to the City and
filed with the TCSD.
p;�S p q�20071�7-0702 Paloma Del Sol ABwaloma cc vttm res2.D BC �
�
�'
1 p7, Prior to issuance of any certificates of occupancy within each phase, the developer shall
submit, in a format as directed by TCSD staff, the most curzent list of Assessor's Parcel
Numbers assigned to the finai project. �
By placing my signature below, t confirm that I have read, understand and accept all the above
Conditions of Approval. i iurthe� understand that the properry shall be maintalned in
confortnance with these conditions of approval and that any changes I may wish to make to the
project shall be subject to Community Development Department approval.
�
�''�
l
Applicant Signature j
•
• R:�S P A�2001�D7�0702 Paloma Del Sol #B�aloma cc vttm res2DOC
, 19
Water Quality Management Plan (WQMP)
Paseo del Sol
� Appendix B
Vicinity Map
WQMP Index Map
Improvement Plans
Receiving Waters Map
•
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Water Quality Management Plan (VVQMP)
� Paseo del Sol .
�
Appendix C
Supporting Detail Related to Hydrologic Conditions of Concern
This Project meets condition A for hydrologic conditions of concern. The drainage
study for tract s 24188-F, 24188-2 and 24188-3 is in a separate volume.
�
�
� Wa[er Quality Management Plan (WQMP)
� � Paseo del Sol
Appendix D
Educational Materials
Educational Materials must be updated annually by the HOA.
Educational material's may be ordered at
http�//www floodcont�
The order form is included on the following pages.
BMP Fact sheets are included in this Appendix.
Sample Educational materials are inc]uded in this Appendix. Several of the educational
brochures were under revision at the time this WQMP was printed, and could not be included in
� this document. These forms may be ordered using the arder form at the above website or on the
following pages. These brochures are provided by the County of Riverside at no charge.
•
EMPLOYEE EDUCATION LOG
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HORflEOWNER EDUCATION LOG
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If �cDU .are �esurFacing .y�ur po�l, or
Requit�m�n�s frat.ponl draining J� resurfacing t�i�:poof pa�l� �rea; be sure :to
may:drf�r�romeitytoc'iLy: f�'ose �w�on m�:eFS tools antt traiV�s ar� a diit
C�ieel�v�iitt3you�water area ivhere n"rase water, won i flov� in�o the
a�ency#JSEe.r�cJ'tsposalto4tie sYreet, gut#er iiF storm sirain 1.ocal 'storm
sa�it�iy-s�werl�neis wa#e`F ardmari��s stri��l� prat�bit 'tfie
�ItoweBforpo�ttlischarges' � disc4arge oE p.plfutat�fs rn'to the stoim d.rain
(s�e [��ei'�e side far RiVers+de Caunty tit!ater sys�am:
purvejrors).
Resitlues_ firom aeid v�asfiii�g and, simllar
If �w?�r discha�g� �s ailowed, a Mose can be actr5ities requi�e speaai hat�dl�ng. NeVer
run: from y.our'sv,Rimrrung :p. aol P�rn.P to fhe: discharge [o�v o��higM pH:wasfewatet into ifie
v�as�r�gmachinedrair�ora:smkorbatl streeE
� se!k�� d�schatge; is not alt�w�ed Z?f lf �DLf �
h4u�e i� �sNeB by a s�ptic tank, r�view thA � ��^*�,� ,
oRt�ons Rresenf�d betow. ���' ` �"�' �'�
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���c`r��rge g��@ors � ,
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If y�ur local se�ver agency will not accept pooi wot�r into thsir system, � .. ,„� ,�
or'rfyowareonassptictaoksystem;fo[towtl�eseguidelines: K ���,� �,�
1. P.educe or elimi�ate solids (e.�g.,'debris; lewves or dirt) in the pool ��,�;� ka�
water. �.�e"` �'�,> ��..���.�.
2, qilpw the chemi�als in the pool �aater to dissipate. This could take �? �:T��, � F����° �c,��"�
up to seven (7) days depending on fhe time ofyear. Create a co-op let
�.�- � �
your neighbor share your pool while iheirs is beiog prepared ford2inina
thsn uSe their pool wYiile you�s fS being drained. Ch�onnated vuater s{iould not be disc6a�ged
info the storm drain or surface water�. This indudes latge poofs such as community swimming
pools or spas.
3. �!Vhen the pool waier is free of ali cheinicals (verify py a home pool watzr teSf kit) drain poo.l
waterto landscaped areas, law�ns, yards, or ahy areas that v✓ill absorb the watef.
�. You rriey have to drain the pool water ove� a period of a few days to allowthe landscape areas fo
absor6 most of the water_
5. Control the flow of the draining pooi �vater to prevent soil erosion. Do not allow sedim2ni to
enter the st�eet, gutter orstorm drain.
6. Avoid discharging pool waier into ihe street and storm drain system. 1Nater runoff that enters
the sireet can pick up motor oil, pet waste, trash and other polWtants, eventually carrying them
into the storm drain system and loc�l surface �Naters.
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GEe�nr��g Fiii��s �igaec€�as �
D[scharge o# pn91 fif�er: rinse waier antl qvoid usirig , c�RP�� �µ' �,,;; ''
baekflushf�asfream drtc.#�,u�s�orm-dra�nis bas�d a�gaecides a`r � ` ;
prohtbiter�.6ac�Cffushfr6mpo�l i�ersmustbe un�ess a ,� z� �"'-
discii"a'�g�t] fo fti'e �arar�ary sev�er; An �iie'. ne,c�:SSa.ry. Cb�tCal. ;;. ,� .
se���_��nk and drernfkeld±s�sTerKr �i€ prapst`fY aigae wifl,i ehtflrtrre ... ,
desigried ah.d adequately stzerJ} or a arganrc �ol�!rrleu or ,�.'� �
seepage p�t P:[tema�Velji; pooi Trite,t r�riss ot}ie� 8ltematives �0`-�• "-;'
w�r2r'afidbackw'ashri�a�badivEtiecl ac�p.�i�rt�as�d pao;l 4 '. -
lar�dscapsd area�.. Filter. medta :arid other c}�,�r`riicaf's. Ct�.pRer is .- ��
.. -
s�ids �h�u3d tie`PxGked up atx! drspo��d oi in a hgaey mstal,tfi�t cari a.:�-, _.
t�o {��h: b.e tn�c �o.aq u.aticii#e:
� Cheonic�i ��n<a�e and ,
`rEan�€[i�.g ` � � �r�per k�is��saf c�; Pc�cE
�„� �:`-�`���
'a �^^��',,,,,^`'� �Ftet��e�I"s
� �t'R�� R 2 �i'�
• Use only� the amounf ��,�r�z�'2�,, � ^��'�.S
indicated ori produet' . �.�� >°�� ��° f€you nesd tQ dispose of unwanted
������� � . .
labels. �„ �.,,� pool ehemieafs; first try giying them
�<° ;�� . to a neiglibor v✓itii a pqol. Ifi thal
� �.'-e rri-.
� Store chlorine and `s�= doesn't U�ork, bring .unwan�ed
othee chemrcals in a. pool chemicalS to a HouSehold
covered area Ya. • - Hazardous Waste (HH1N)
prsvent runoff. CoIl�c�ion Eyent. Theh2's no cast
Keep outof reach fot biPnging HHW itams to.collecfion
of chilciren and ' events - irs FREE! Call 1;800-bQ6-
pets. � 2555 for a schedule of HHW events ih
you� community.
• Chlorine kits, available at `
retail swimm'tng pool equipmenE and
supply slores, should be used to monitor
the chlorine and pH Vevels.
• Chlorineandotherpoolchemicalsshould �'�� �'�f �Il'u52d Ci�efFttG�i�
n°ver be allowed to flovd into the gutter or ittfo �f1� Lf as�}, QC��o �F1? �COLFt"tCf
thestormdrains��stem. QE' �O'�iil 3 �E�i�`i! �f'afPl.
.
•
�T� f "' . .��'� rv'Y�a.�.µYFYis��F�4�'aF C '� a �Y2 � � - , .
` ��` ��:. ���� ����,���e����t� ������'�c_���y.gae�?
.; , �
�����t ������ ��� ���
-�-���f� ������� �� �������
,
� - . : � �� ���������a� .
;
`� �������� ������4.
� .� �;� �
� ,
T�ie qri[nary p.urp� �o� ��Qrm drains is fo: carr� �ain wat�t �vvay from.: ;
d�ve�oped area� �,�pr��+�t '�a�stl�g L�i�r�eated s#orm �af�r ani[ th� I
p..oil���nts,i# carrre��#7a�-�ec�yz�fn��vefs, I�kes, and str�ems> l�asf�wat�t
it@l� res'tde�t�a4 swrmming {�o�°s;�,aeu�is, fsh�ionds, antl fountams ofteri
�t�ntain �i�v"rriica�s u�ed. f.or �`��t��r�g or cleansinc� purpos�s `Co�ic.
rh�mi�als �such as chlon�e; csr��hpe[ based algaecir�es) can dan'�ag.e the
envuoT�fierrtwh�'�'�'astew;�ter�lEo�d to,�iow in�o_.�ouF lo�al_ fai�es
. ar�d ��f��ins b� ��p �f th� starn�dr`�� syster� �E�ch of us can �a aur parf fo.
fi`eip�5�a�3¢urw��r,ar�dthatac��Si��oapa}lutROrtsoiufi�or� .
. �\ a , :e " f � Y :4: X:. : .
The�.rtiss a�d �oianty 6f F�iversicE��i��d�#���r��rian�s�
po�lution. mati�g�ment to, main#ain..d�s�hat'�e carrtrql and p�event ���1
storm rlt�aih discliarg�. ln ac�rdance v�ith state and fiederal la��t theselo�al
sfcsm�:v�afer Qrdinances prQhibit fh:e dascharge of p�llutanfs into the Sfo�n
d�airs s�sfem or Iacal surface �vatefs The OniY Rain in th� Storm ��.m
F?ollu�ion. Progt�aniinTOmis te�idents.and bt�sinesses o�sftirm drain pol�u��n
preventioii activifFes'such asthose describad in fhis brochure. '
` p ;:.
�, ., . . � r� . �1� � �
�. � � �
_ " �
- PLE�SE hIOTE: The discharge of Poliutants inio the street, gutters, siorm drain
system, or vdaferv��ays—without a Regionai WaterC�ualiry Controi board permit or
' �vaiver—isstrict(yprohibitedbylocalordinanczsa
.
�
_ . _ . . _ -=�uE���:�=�
Fo� n�dt�ional inforKiafiion, p(etlse vi>it tRe
fQllowing wehs'ttES' �
State 1R1e'teP �Jl�aliiy P.esour�es -
tontrol Board z " �
fittn //4v,vws�rcbsaflov/sfio�mwtr/ ' '`
inde�hTYn1 _ .
OR � � � `�'�� .�
a
E-mail ��s eti �,
floDd'.fcr�po`�sC�ca riverside;caus ?;` - 4 �
OR — ,
�: - -_ �_;
Eall vur TC3LL FR€E. f?OTlirre fiurtSbEr at � `"`
1-€'GE3 FE3b-2�a5; #1i :Y'Eporf illegal
sfor:in drai� disposdl, m� �isi� our "w.e.bsite at - _
h#tp'://www eb:r.".iverside:eii.us{depfis/ilo�.dl
7`_ooCanNel��� _
�' : � �
RSVE325IDE GO11Nl`Y F .
� �hi�AnL 5t1�L�ER �O�a'fTL�t�lS: � � � .� .�a
BLYTNE
16�50, Yt�est HoBscjn.lNay -
f i�� BN, th�, Gfi 9z���
� �. 760-421-7657
,�f�
/.� Y HefJiET' E �h° � �'4a`� e�
600 Sotrh Saiyder�soq
HeP�ie;, CA 12�45
40�-92�-�L�26 i��� ��€ t �� !
INDIO
45-355 Vah �uren ��� �
India, QA 9Z201
�69-347-2319
���������
RIVERSiDE
5950 Wildernzss Avenue e � , � , � y �°
Ri"versidz, CA 925D4 �� `v1 1
909-358-73B7
FOR aLL oTHE2 R2c�.5 •
CP.LL 1-888-630-7387 � 4M - *, ,* -- - -
� . - _ � :
':i••ercidc Coor'y } n'r.lull�. n:.krowirduis thc:ny oi i c= F.r.;,^is:
51orm•a..d�a' h:prnr., `or'b� C_ ipp:nn�:cct n �., _r.. ,_. _ p
�
• � ... .� 1 ' A
.
nz� °-,�: � �.`.,�+�.� s^�`� �`..:�� 6{�`� -� E"..� ��- �"r-`�n
��� �i �E�� . �.� .:}'��-r rF�c ; s �`lzJ �`f�- �"c`"u+�y,,'�F.�-,'�3
fk�-- '�'r"�.' r^� n g T i a�': E'2 � a �a -.E.�`..� ["�`^-Y��
i� £-+��-� �+. � �� �Y' " � ° ,o t �a �" �� � �' � �`' � � . �'+ •`� - �:.� �` . �g �. .. �'+`. °.
� � • ���
�GOt?r^ TE-iE PDO� }*lEVER HOSE-VEHICL� FLUIDS:into.tlie
IJ�a€�y.corximurnifiies have Th`zPoo-p." s�treet or gui'tel^. USE ABS(JRBENT
Inws. 1'hat gdyQr`n pet �asie tJtAT�RIAL5 such as �et �+tt�c fifl clean-
� �lennup Sane of these law�s up s¢'ills. SV✓EEP l�P used dhsarbent
spe�ir���lly require anyorie rta�terials and piace iT iti fihe tra5tt.
_ who wa{�s an animal o�f F4G�"�cS ��D i:.I+lES i��
-- Y af the�r ¢roper'ry to` �orti3fSate �nougfi t� oitin n horse o-.r
-�' CQ� Q,ESv ,SFIOVv�, y . � .
!`Y 9 lives:�o�#c. You, tao rnn pky a parfi iii
_ i^ scDOp�r, �nY prafizcting a7d rleaning
�' " v�a.� lef F bq tlie u p o u r �v n:t � r -
�-^ :- anfmal musfi be re5ources. Th� ��'- A
cfeaned up ir�tned�ai�efy: CALL YbIIR folir�wing are a -
LC3�,4� C�D� EI�lFDR�€hhENT C��FICEI�. ¢ew sim le Bzst �� �.;
� � �������
�.� �—�:�
� to fittd owt more �baut pet wa�ie Ahancc�em�ntPracfires �-¢-,. ��._
rsgc'tlafiioris. (B1RPs) sp�i i ically r �' �� ".
�zsigned �ar horse ��� , �
Pets nre Dnly one of tlie mnnyf���r� a� ermer°s end Inndcvfne:rs�,
suburV�an hTneritn Thdt add fo v+�ter with rorses.
polleation. Lawn ler�ilizers, rir�se Ga�nfier .,� y�ur manure properly: f5.o not
frsi� drivewi�ys and rno"tor oil afsp sior� unorotecfed piles os rndnur� ih i
co1�1�?aniy e7o up in stre�ms and lal:es. pinces �v}iere runofif rn�y enfizr
C�LL P-��Jf1=�`J6-25�a5 FC3r� {-l0 strenms, n�id wnsh tfie mariure'awny.
HOLb H:4ZA,RDQUS l�c!fi�TE Placeacovororta�povzrthe�ileto
COLLECTIGfJ LQ.r.A�I�t�S AND keeprairiwaierout.
I3tfTE5 to dispose of your leftover .�;EeK with your local conserVcifiion
haznrdous materinls. Mnintain your district ta design mgnure s#orage
aufo7tobile to avoid lenks. Dispase of facilities to protect water quality.
used. vehicle fluids properiy. Your peis �� structures vsually cQnsist of a
can be poisoned if tMey ingest gns, oil or concrete pad to protect ground water
artifrzeze that drips onto the pavemeni and a short w�akl on one or ��vo sides to
or is storzd i� open containers. meke manure handling easier.
.� �s �.; � ?�
��.
�' . ,FSC rt 8 �S` -•� ' .:F� a "� �r „- ;r di '.ks� � S.. *`5' ".�'�,.': A.',�" �"`�1' �'' . �. � .�.� �'
} ,�~'i _�`�� �:�;.+k��.A. . . .... .. .. - . . , . �� ..__
• .
�
�—`�- ;��= =-
����'�-� ��-���f-(�' EI�tVI^���i�!lvIE.NT iri anc! a�ound ; your home b,y folloaving
��_� ����-,pe��rac#rc�s 'Io�tr.peT; Sami(y nnd neighbo��s tvill apprec'iate their
� ������abf��urrv�tndtri�
� �•.: .
�..� .� ; �- . . -
HO.LISEi�I{3Ld FETS th� dQg+rtt� the eridirontratit, They cnn'l�'e
1N2- all iove our pets, bu� pet was,`e is a �nrrisdby ii'res nfld other irtsects, ia�ind an�
sr�S,J"ect eueryone I{ke�'9 avoirl: Pe# was�e d�i5fi:
leff on trails, sidewal?<s, sr�eefis, and �ressy
areas are itrimodi�-te�� flushed i�ttfl the Flie5 aiid v.ilier pest in'seets can. al�o
nearDsi w�terway v�ihen i; ra�ri5. Evefl if qou inerease wliert pet wasi`e is di.sposed ..of
cah`.t szz wpter near �o:u, 'rhe rain or w�ste itliproperly, k?�cqniRg n:nuisAtice and nddiiig
wot�t• .VJAS,H£5 all thqt PET �!t�.�i.51 E¢ri�: ye.'r ano#het° uectQr for �isaase traMSmission.
B,SCTE2IR TNT� TH€ ST�JPfth
wF,eee it tr4w_!s to your.rseighEorha3d ereek WI-fA7 C`A.E*! YOU.DtJ�
o� lake untre6t:ed Thksz anfmal drop�inys . SC�DP:up:pet vdas#e and itusJi it doti%n
also contnir� nutrizi�#s tha't cari piRarui�e the thetflilet
� grc+wth of aigae, in our ,s i reains and lak?s. .���� DUtJiF pet was i e inTO n sfiorrrt
Th=e risk of STORM\NaTER ��ni.n.orcatchbasin.
GOI�iTAMINA�ON Ih4CR€ASE�, if pet ,{��C� flae.c3mpiirt�zn�nry.B;4G5 op mutt
wasi is allou�ed to accumt�lajz in animal pen
��itFS ofrer�d in dispensers at locqi
areas or left on sidewatks, streets, Dr p a r �
drivetv¢ys where rUnoff cor� c•¢rry thevn to , CARf��' EXl'P.� HAGS whzn wa�kingyovr
stormse.vers. dog arid ttiake th�m avQilnbl� to ather
pzt �wnarstiMha are w�t'hout.
Some of ih_ pI5EA5ES TFiAT CAhJ
� TEfiLH CHILD?.EN how to pro�erly
SFREAD from pet ��aste are c. coli, o cl.ennupaftera.pet.
boc#erium thqt can cause dis�as�, and 'reccl
coliform bacteria which is spread fihraugh '��-�- FRIENDS AI�ID l�ET6HSOR5
feces. bogs also cnrry salrnonello end ig ardia. aboUt th� i I) effects o1 animal waSTe on
Organisms ceusing these diseases mevz rron the ehvironment. Encourage fihem To
clean up afien pets.
,:, �... _
���'�';'�zL ..:CGfling the TaLL FREE 1-3Q0-506-2555 can be your one-stop resource
. tor�p�r� im�reper sfierm drain prnctices, locc�z dates nnd t+mes of y�ur nearest Household
1-iQZard�us 1k'nSte Collection Event; obiain an arrcy of free printed material on storm avater
�'; poH�t on prevention requesf d�ssrqom presen?a'rions, and free grssscyding ini ormation and
� ':�orF:�osting!vorksho�s.
. e
�
��.=- ri r��,�.� ^ ��- S ��k .
� � m �''"e-c`"� -+ E� z ° � � � "�r.` � _v:� � :�, � �" e�.,� .r,� '� � �� p �: T
a � Cti
I �
• 'C[2Y ;composting. - A vege#ative cover � t�`s�T�R'AL 5TC3E2A�E �AFE�i `TT('S
pleiced aroittid buildirigs Many of the ch�rr�icals. found in barns
�r on steep.er slopes coia require cai`eful Ran'dling and proper
hefp rt�inirrjize erb�+o.�t dispnsal. lh/hen llsing ek�,emicals,
q�n d q b-s o r�b b.z certaiti. #o foflqw Th�ese common
n���eer�ts u+hile `� _� se�seguideitr�es: �
imprav�ng, th� .
qp _o�` •� Buy onky �v_hatyou need. �
you� prop�riy, � • Treat spiits nf haafi. oils like _p fuef
I p. ad d i'fi i o n spial. U5e kitty litter to soak up
vegetcat'tve covers wiH - fi�e oil ard c�is�oS�.of it in a tightly
E peovic#e aniinais with (szi°Eer tt�action �lod pinstie b�ig.
' du�ing we aN icy ebndFfiiotts,
•�.E-�PP artimnls nut of 51'earns -.Des[gn2d •�t�J'e p�stic-ides .in n focked, dry,
� si�ream crossin�s pi�ovidg a sizfiz ��sy well=ventilatednrei3.
way �ar horses and l ivestock to sfi� eans. , protect stored .f�rti lizer and
Fencir�g encourages tFie us2 of tfie p�t�cides frocrt rairi ancl surface
crossing �iisiead af fhe strzainbed to �
n strearr,s, Th'rs wiN nllow
ye�etntion to s�abili7e na#�ura( strenm Call 1-�OJ-50b-�555 � 4c�cabe ycrur
ticrrk.s acid reduGzsediznenT pollu�'iort. {ocdi cor�;er�qtiari dis�ict to find out
• At�d!#J pastures whpt to do wifih your cUri'ent backyard
io co er mar�ure pile, how to re-�s'rabf ish a healthy
P p �� V '� pasfiure what io do ebouf weeds, and
height, six
6")inches �:.. whqtgr-assesgi^owbes}inyoursoils.
� � �-�
is icall � ;. �- � t�.•..
�P y 4 e �. ���;- Thank you for deing your pp� t to
recommended ^���- ��, ' � p�otect your ivatershed, ihe
� �, 1 �.n environment, and the equestrian
� �/ ,
� '�i wayeflifeinyourcomtnutiity!
- � � r� P . r`� a � � �� �,.. � � .� �� '``.' s' �` ''� � .=,� �
_ _ _' � . :<�' � -�,'�- -; � ,� . .�� . �';. �.:. _
�
Water Quality Management Plan (WQMP)
Paseo deI Sol
Appendix E
Soils Report
A copy of the soils report is provided for boring log information for the design of the
infiltration trench BMP at the storm drain line J-1A on Pauba Road.
Infiltration methods were reviewed for the Pio Pico Site (Site #5) early on and
determined to be infeasible due to the site's location relative to an existing fill slope and
occupied residences supported by that slope. Based upon these site conditions a
filtration basin with a pre-treatment manhole was selected for this site. This is based
on the relatively similar layout, geometry function and description to the originally
described infiltration basin. A soils report is, therefore, not applicable for this location
and is not included.
.
.•
.
. _--._. _ _ _: _
C(�N`JERS�_CO_NSU LTANTS
�s-su��_; ��ot�cY, �ou�H c��r��,
GEL)Ti �Ct#NIC�L i3ES1GFS AND �aNSTR'UCTION
REGQNfMEh1D.ATlON REPUf2T
7racts No, 24188, 24188-2, and 24188-.i
�2seo �el ool Niasier �lanned Commun.ity
Temscula, �al'tforr�ia
•
r
i
�
�V�I `J� �8Qi5 Of d2CiCai!O!'I tf) 'i�7�0i�C�i11CC71 �Tit3i(t�t':in�7� uR� Ci:'J!r0�'i�fi-icil'!ti� `JC12I1C�5
����r�r�� �c���ui�a�t�
�� ,_ Over 5�0 Xea�s at 6edtcaf'ion in� 6eotechnical Enaineering aiid Envirortmenfal Sci_nces�� �
fiS-Bi11LT G�dL.�GY, Rf3UfsFi �€�±�IiVG,
G�flTECHNIi:AL �ESIGN AND CO1�S�RUCTEOPI
r���bMMEN[}ATIQf� RE€'ORT
TractsAlo. 24188, 24188-?, and Z4aE8-3
�asea Def �ai Naster �ianned Corrimurrity
i �mecula. Califiornia
�
Prepa�ed For.
'Plew{anc( Gornrriuriiiies
27393 Y'nez P:oad, Suite 253
Temecula, Gai�torriia
Convarse projec� No. 99-81-'112-�3
MarGfi 5, 2{�D3
�
:� � m �D3?i C���a e D iw, ;;eGlznds, Caiiiornia 9237?
� p„�,°'°" Tclepn�ne: (90�� 790-0549 s Facsimile (9D5,'96 7675 P?-fnaih redlands�¢�cbrrv_rseconsulianls.com
�on��r�e Cor�s�Efanfs
� - Over 50 Years of Detlication in Geotechn�cal Engineering and Enviionmental Soiences
Marcfi 6, 2003
Mr Jim Stewart
Director ofi Engineering
Newland Communiti�s
27393 Ynez Road, S�ite 253
7emecula, C%A 925�1
5ubjact: AS-BUILT GEflLOGY, rZOUGi-1 GR.1t�1NG, Gc07'�G}iNiCAL. GESIGN
A1�1D CO.NSTft:UCTiON RECQN1NiENt�ATfON REPORT
Tracts `�lo. 24188, �4188-2, and 24188-3
Paseo De1 Sol Master Planned Cornmuni'ry
Temeaula, Califoi�
Gonverse Projeet No� 99-81-112-�3
� Dea�°Mr. Stewar��,.
Converse Cor�suftants (Gonve�se) has pre this report to present the results of our
geotechnica!/geolog� c�bservations 'Fie1d density and laboratory festing performed
during roughJmass grading of the trac�s No. 2�'188, 24i88-2, ant] 24.188-3 in thePaseo
DeI Sol Mas#er Pianned Gommunify, Temecula, Califc�rnia. These s�rvices wzr�
performed in.accordance with ou� proposal dated Fsbruary 11, 1999,
Field density tests an�ere perfotmed in ac�ordance with the ASTM Szandard D1556-dq
(Sand Conej and D28�2-96 (Nu�lear Geuge) test methods 'to determine the, in-place
density of compacted fill sails. The approxima#e tes# loeations are plotted on Drzwings
No. 1 througt� 7, Field densit�y Tes# Locations. Results of the field de�sity tes#s
perforrned durir�g rough/ma,ss grading are sutrimarized' in Tabie No, A-1, Sumrnary of
�e1d �Jensif�+ Test Results, in Appendix A, 5ummary of i-ield �ensity 7est Resu/fs.
Labt�ratory. festing performed durin� roughLrnass grading included tasts to determiiie
maximum dry density and optimum moisture relafionships of the soils used as
compac#ed fifl in acco�danCe with Yhe ASTM Standa.�d D1557-DD test me#hod. The
resuits o# these laboratory iests are summarized in Table No. B=1, Summary of
Cabo.ratory MaximUm flry Density and Optirnum lvlars#ure Content Test Results, in
� Appenciix B, Laboratory Tesfing Pfogram.
g � 1C391 Ca�Pcrte Drive, RcGlands Califonia 32374
�.�.,y w-v=im�� Telephone. (4�9) �9o-0544� � Facsimi�e, (9�9) 746-7675 � e-maif ccieconv'�aol com
As-built Geology and Rough Grading P.eport
T.ract Nos. 24138, 24188,2, and 24188;3
Paseo Del Soi Master Pla�ned Community
• Temecuta, Califomia
March 6, 2D03
Page ii
Based on the resuits of our field observatioR, in-pface density and laboratory
testing it is our opinion that the earthwork associated with the rougl�/ma.ss graJing
of th2 subject Traccs f ias been co'mpleted in substantiaf compliance with the project
pf2ns aricJ specifications.
1Ne appreciate fihis opportunity to be qf continued service to the Newland
Gammuni#ies, lf you have any quesiions, or nzed acJditi�nal infiormation please do
not hesitate to coritact us at (9Q9) 796-05�4.
CQNVERSE GONSIlLTANTS �`'��
�
��---�
Hashmi'S, E. Quazi, Ph.D., P. E
Seninr Vice PresidentlPrinciPai Engineer
[�ist : 51,4c1clressee
• HSQJ�NHG/bag
•
� Converse��.Consultants
CCIEIdT'�OFPICE�,J03F!LE11p99\81\99- i 12�,9�112-53.zs5
As-8uitt�GeoJogy and Raugh Grading.Report.
Tra.ct Nos. 2d'168, 241 B8-2, and 24188-3
Paseo De(Sol MasterPlanned Community
Temecula, Galifomia
� March 6, 2Q03
Page iii
PRC?FESSIONAL GERTIF]CR'f'taN
This report has been prepa�ed by the staff of Ganverse Gonsuliants (Gonverse) under
the supervision of the rsgistered engineer and engineering gealogist whose sea}s and.
signatures ap,pear hereon.
The findin,gs, conclusior�s, reeommend:ations_, o� professional opinion4 presented in this
report wsre prepa"red in accordance with generaily -accepted profiessional engineering
a.nd etigineering gealogic principles and practice in pfEnet in Souther7 Californie at ttiis
time. There is no ofhe� warranfy, eithec expressed or implied.
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� Converse Consulfiarits
GCIENTIOFFICEIJOBFILEl1999iB 1\gg-112�.99113-30.asb
A5-6uilt Geblogy and Ftough Gradirig Report
� Tra� Nos. 24i88, 24'188,�, and
Pasao Sol Masfer Flanned C�mmunity
Terriecula, Califomia
• March 6, 2603
Faga iv
TAB'LE bF CONTENTS
l .0 11YTR17'�ITGTI�N 1
?,0 PROdECT DESCRIPTION �
2.1 GENERAL 1
2.2 PROPQSED DEVELOPMENT �
2.3 SITE GRA.DfNG /EARTHN�ORICREQTJIREI��fENTS/RECOi�9v1ENDA I'IOIJS 2
3:0 SCOPE'OF WORIi �
�.1 FIELD OB5ERVA"TTON AN➢ Il�l-ALACE DENSf"1"I' TESTLNG 4
;.� LnsoxnraxY TESTTN� 4
3.3 DAT�'+ EVALl1ATION AI+TD ILEPORT PREEAItA1'ION �
4.Q SITE GE�LOGY f11�1D GROLIND�'ATER 5
4.1 �'rEULOGIC 5E1'ITNG 5
4�_2 I'RBGItA�ING GEDLOGI�.CONDITIONS 6
4_3 GEOyoGi�-Gr�riD�TTa�is Dss�vsD Dtrxli�r� Giznnv�ic 6
� 4:?4 GRQiJNDWA'iEli 6
3�0 1�ALTL�'ING �iND SEISMICI'I'I' 6
�.1 Fat%�:TiiS�: 6
5,2 SEISNIICITY �
5:0 GRADFNG ANI3 E��RTIIW012K '1
6.1 GENERaL 7
7:0 FIEI�D AENSITI' AND LABORA'I'Q12Y TEST RESUL'TS S
_
�.1 FIELD I}ENSITY 'I'EST RESIJLTS 8
_ _ _ _ _ _
7.2 LASORaroxY 3'ssTRESt��s 9
S:0 DESI�IV .4ND CO3VSTRTJCTTQN REC(31VI11'�lYDATION 4
8.1 BLJII.DING FOUNDATIbN AND RETAINING W,4LLS S
8.? S.LABS-ON�GRfiDE 11
- 8.3 SEISMiC DESIGls PARAMETEP�S 13
8.4 F.I:EXiBLE I'AVEtvIENT 3ECTIONS 13
8.� CDN�RE"I`E VJALICS, DRItiEWAY'S, ACCESS RAIv7PS, CURB ANI7 GUTI'ER 14
8_6 Coxxosiot�Pxo�c�oN ?�
9.0 CONCLUSIOIVS 17
•
� Converse Consultants
CCIEMIOEFICE4JOBFILE11999\81199-11 P\991'I-2-3D.asb
P.S-Buitt �eology and Rough Greding Report�
Tract No5: 2�188, 241B8-�, and 24168-3
Paseo Del Sol MasteF Pia�ned Gommunity
Temecula, Califomia
• Marcti 6; 2QD3
Page v
I Ci.O t�IlVII`TATIONS 17
11.0 F�FER�N[.'E5 19
!L! UST6ZATE��1S
Foilowing Page: No.
Figure �lo. 1, Site Location Nlap ...... .....:............. .:..:::.. .::::... :........ . ...::....:....�
l'ABLES
Table No. 1, Suggested Guidelines for Design & Canstnicfion of Foundations and
�(a6s-on-Grade for One= �nd Twa-Sipry Residential 8uildings ..,...:.:,.12
Table Na. 2, f�ecommended Pavement Sections ....:.... .....:..:............ ..�,�...,.14
• Drawings �Jo. 1 thraugh �, Field Density Test Locations .. ...... : ........:In Map Packets
APPEI+tDIGES
Appendix A.... .....>... ,....:::, _ ..::.:.: :..:.:..: Summary of �eld f�ens(fy Test Results
Appendix 8 ....... :::. ........ :: .. .°-..... .:.....:. ..,;,.:....ta�ratery Tesfing Program
Appendix C.... , .:...... ...:..... .:.-..... _.......- :.....:....SDr! CorrosivitySfudy
�
� Conveise: Go�sultants
GCiENIiOFFICEIJOBFILE�1999t89\99-112\9911230.asb .
� AsBuilt Geolpgyand Rough Grading ReporE
. Tracts No. 24188, 24188-2, and 2418�3 �
Paseo Del Sol tulasteY Planned -Gommunity
Temeculz, Cal'homia.
� March fi; 2003
Page 1
1'.0 INTROD U GTI O N
This report canfains the resulfs of geofechnical field. observations, in-plac� densify and
faboratory testing, �geatechnical design and construc#ion recommendations performed
during raughlmass gratling of Lots No. 1 through 73 of Tract 24188, Lots No. 1 thraugh
118 of Tract 2418&�, and Lots No. 7 through � 0� of T•ract 24188-3 in the Paseo Del
SoI Master Planned �ommunity, in Temecula, California.
Earftiwork associate� with the roughJmass grading was perFormed by TNT Grading Inc.,
from ,luly th�ough October 2002. Rough/mass grading wa$ performed in accordance
with #he requi�ements,and recommendations se# forth in the project rough/mass grading
plans prepared by the Keith Companiss, grading requirements of' the Gounty of
Riverside, Appendix Ghapter 33 of #he Uniform Buildin� Cod2 (UBC, 1997) and the
geotechnical report fisted below:
"Geafechnical lnvesfigafian Report, Tracts 24136, 24�87, 24988; and 2541.$, f'aseo De!
So� Masfe"r Planned Gorr�munrly, Gity af TsmecuJa, Ca7ifomia'; prepated by Gonuerse
� Gonsuitants dated f�iay 6, 1999, Projec# No. 99-8:1-112-01.
This �eport was prepated far th'e project tlescr'tbed herein' and was intertded fot the sole
use ot �lewland Gommuniiies and its authonzed agent(s). It may not contain sufficient
information for use bq athers �nd/or �or any otfier purposes.
2:0 Pf�OJECT D€SGRiF'TfON
2.1 General.
Pr3or to gradir�g, the subjec# tracts consisted af unde�elaped but partially disturbed tand
sifivated tn an unincarporated area of Riverside,County, Califotriia, as shown in Figure
Na. 1 Site Location Map. The proposed Tracts are bound on tPie north,by Pauba Road,
on the easf by Butte�eld }�oad, o� the south by Meadows Drive, antl on the west tiy
Meadows Rarkway, The topography at #he site was characierized by a series of welf
ro.unded gei�tly sloping hifls that descended from approximately 133� feet M5L in the
norEheas# corner to approximately 178D feet MSL i'n the southwest corrier. A weil-
defined eas'#-v,�est-draining channel divided the site. Fill soiis associatetl with the
gradiog viithin the sit@ Mave bee� observed by Converse. The northwest corner �f the
site also inciuded p�e-existing certified fill areas. The southern-iriost valley fiil a�ea,was
. covered with IoQSe fill soils thaf contained constructiori debris. Vegetation consisted
� Converse ConsultantS
CG ENTiOFFIGEWOBFiLE�2001181 i01-265\01265-30,asti
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F,S�EO DEL:SOL MASTEfZ'PLANNE� GOMMUNITY Not 7o Sczle
oat_ 99 81-312=53
fizmecula Galifomia Mar�n, zooa
Pf�pared'by . �Fipvre Np,�
r=or; Newlands CommuniYies kQ
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� Converse Consultants � �
A�tl�+'eOCy ��
RdP.-
As-BuiltGeniogy and Rough Grading Repart
Tracts No.24188,� 24188-2, and24168-3
. Paseo Del Sol Master Planned Cammunity
. TOmecula, Galifornia
March fi,2DD3
Fage 2
primariiy' ofi grasses and tumbleweeds, wifh sorne shrubs in the hiliy regions, A few
trees were loeated adjacenttt� the channel.
2,2 Proposed Deyelopmeni
Qeueloprrien# r�f the subject property is proposed as si�gle-family re"sidentiaf housing
t{act§. It is our understanding thaf the developmenfi wilt include construction of one
and/or fivo=stQry single-family residences and associa4ed driveways, stteets wifh curbs,
gutters, sidewa�l�s, and above and undergraund utilities. The resi�znces are likely to be
ofi: wooci frame and stucco construc#ian faunded on con#inuous andlo� isolated footing
foundations with slab-o�-grade.
Based on the grading plans pravided by the �eith Companies, enti�ed 'Tract No. 24188-
2, Rough Gradittg", dafed 5/297D2 Sheef,Nti. 1, 4/22/02 Sheets Na. 3, �, B, and 9, 5/30/02.
Sheet Nos: 2, 5, 7 and 8, and 5/31/02 Sheefs I�o, 10, '11, and 12, cut- and fill-slopes
wifhin �he suhject lots, were planned to be construct'ed at gradienfs no steeper #han 2:1
horizontal:verticai (H:V). The maxirriu.in remo�ai depth was on the arder af approxirrtately
• 25 feet,. and the ma�amum fill thicknass is on the orde� of approximately 44 feet, A naiural
drainage valley is to remain undeveloped.
[nfa�mation pn anficipafed subsurFace condifions and reeomfnendations for tract
dev�lopment:includin_g earthwflrk, auere provi�ed by tlie above-referenced geotechnical
report.
2.3 Site GradingfEarfhworkRequirements/Recommentlations
Sife grading was perFormed in accordance with the devefopment requirements set forth
in fha above-refereneed rough/mass grading, p}ans. Based on Ehe grading plans and fhe
exisfing ground surface elevatians, site grading invoived cut within porEions of the tracts,
anc! using the soil cuttings compact"etl as fill within othef portions of the tracf. The
natW� grade af the terrain is shown in th'e set of abo've refetenced drawings by the
Keith Companies. Proposed final gtades are also shown in each drawing.
The project Geote.c.hrrical Inuesfigation Report; referen�ed in Section 1.0,, lntroduction',
contains siie-specific grading and earthwork recommendations. The recommendations
from the report are surr�marized as fol{ows:
�
�� Converse Cortsultaiits
CGIEN�iIOFFI CEIJOBFILE12D07 \B 1\0�1-265\01285-30.zsb
As-Buitt Geo'logy and Rough Gradin9 Report
Tracts No. 241 B&, 24988-2 and 24188-3
PaseoDei.So1 Master-Planned Community
. TemPcula, 6alifomia
March 6, 2003
Page.3
a Surfaee trasH, vegetation and ofher organic materials should be removed from
the grading area. Organic ma±ter resufting'from the clearing and ghu6bing sliauid
be hauled off site:
• The suificial soil and loose sha]low colluviai soils should be removsd to bedrock by
strippirig during grading, These soils vary in thickness fracn 3 to 11 feet. Artificial
fi[(s are present within the easf-west dcainage, The roaii fill slopes for Meadows
Parkway, Pauba Road and Butte�eld Stage Road will require averexcavation and
rep'lacement as compacted fill'. The temporary 6ack-cut slope configuration
adjacent to these roadways will be dependent upon existfng utifities, height of
slope and proposed final grades. Artificial Tills placed as part: of Paseo Del Sol
grading wili require overexcavation of tlie approzimately upper two (2) feet of soils
disturbed by erosion; vegetation and/or tlegosits of undacurrmented fiq, Existing
: fi1Una#ural contacts are anticipated fo tequire excavation up to '6 feet tn remove
colluvial soils adjacenf fo compactecl fill.
• The: cut and/or fill #ra�sition lots shouid be over-excavated to p�avide at least
three (3) feet of compacted fi(I over the,entire pad.
• • Proposed fills shall' be placed on compeienf subgrade soils as determined by
FepresentativQS from the geoteehnica3 caRSUltant.
m After remoual of �nsuitabie mat�rials, subgrade soil surfaces 'tha# will receive
compacted flis shall be scarified to a deptli of'at least twefve' {12j inches. The
scarified soi1S; shal] 6e moisture-conditioned v,+ithin iwo percent of optimum and
compacted to az least 90 percent reiative campaction as per ASTM Standard
D 1 b�7°flD test meChnd.
• Sai(s removed. during excavafiop prooedures may I�e utilized as compacted fifl,
provided theyhave been cleaned of flPganic and other deleterious mat�er:
• Fill shall be placed in suitable lifts, with lift thickness mod�ed as necessary to
achieve adequate compaction. Fill should be compaeted mechanically
throughout to the specified density at or above the optimum moisture content.
• All. fiill sha11 be cnmpacfed to a refative eompacf{cJn ofi at least 90 percent as per
A�TIVI �tandard D1557-00 test � If the thickness of structural fill is more
_
than 2t1 feei ive recommend that the upper 2D feet of fill be compacted to at
leasf 90 percent relafiive compaction and fhat the remainder of the fill beiow 20
•
�� Coriverse Cons"ultants
GCI EMIOFFICEIJOBFILE12001181 \01-2fi5\012&5-30. as6
As-Built Geotogy and Rough Grading Repari
Tracts No. 24788, 25488-2, and 24�B8-3
Fzseo Del Sol Master Planned Community
. Temecula, Ca:lif4mia
March fi, 2903
Page 4
feet be compacted to 95 percent �elative compacf'ron as per ASTM Standard
D1557-91.
m Fill placed over cut slopes or natural slopes shaff 6e benehed into unyielding
bedroek or natiue soil.
= in-pla�e density and maistu�e contenf ofi the compacted fiil soils shafl be
rraeasuted in accnrdance with the ASTM Standard D1556-0D and/or ASTM
D2922-96 test methocis., If a field density test shows less than the required
minimum r�1a'tive compaction or moisture more o� less fhan within the specified
range, additional compaction efforts or maistu�e conditioning shall be applied to
the fifl uolume represented by the faifing test until a subsequen#feltl density test
shows passing'resulfs.
• Alf cut slopes remaining at the site should be over-excavated and replaced with
compac#ed fill, as direcfed by Nevvlarid Gommunifies. Geologic observation of all
cut slopes should be conducfed during grading to observe if any adversely
orienfed p{anes of weakness are pr�sent:
� • Fill slopes shovld be co'�astructed no stee,per than 2:1 H;V and should be property
compacted out to �lope face. Tfiis may either be achieved by either over building
and cutting back to fhe compacted core or by utili�ing other mefihods that meet
the. inient of the project specifications.
�.0 SGO:PE OF WORK
3.1 Field Obsetvation aritl tn place Density Testing
Full-tirt�e observation of grad�ng and field density testing o€ compac#ed fill soils were
perfarmed by Coiruerse soil technicians wvrking under the su,pervision of fhe projecf
enginee� and geolagist Our 5cope of work also induded praviding necessary
geotechnicaf consultatiori senrices dui rough/mass grading.
' 3.2 Labotafory Testing
Our scoPe of work during rough/mass grading included laboratory mar,imum
. densitylop#imum moisture tests to evaluate the dry density and moisture content
� Converse Consultants
CCI EMIOFFICEUOBFiLE12009181 \0 1-26 5101 26 530.asb
As-Bllitt Geology and Rough Grading Report
Tracts No. 24188 24188-2, and 24Y&8-3
PasAo Dal Sol Master Planned Commurtity
Temecula, Cafifomia
. March 6
Page 5
relationships of the fill soils. Tne results af these la6oratory tests were utilized in fhe
evaluatiQn ofi the in-p(ace densify of the compacted fills.
Additional labQratory #ests including sieve anafysis, sand equivalent, direct shear,
consalidation, corrosivity R-value, a�d expansion index were performed on
represe�iative samples retrieved at the completion of rough/mass grading,
3.3' Data Evafuation and Report Preparation '
The lead field technician and project engi�a°r exzmine� data �btained during fie(d
density testing for the purposes af qaality assu�ancelcontrol. The rasults of laboratory
tests were analyzsd :and evaluafed for raievant engineering parameters. This report
was prepa�ed #o summarize field observations, resufts of geologic mapping, and field
densit}+ and laboratory testing.
Results• of additional laboratory testing, data analysis/interpre#afian; geoteehnical
design parame#ers and construction recomrnendations for buiiding foundations, slabs-
on-grade, and a�sociated facilitias are provad�d in this �epoit.
• 4:0 SITE (�EOLC?GY AN,D GRC?IJNDWA7ER
A general descr'iption ofi fihe regional antl site-specific geologic hazar�is was presented
in ihe above-i�ef�renced geotechnical investigation report. A portion of the discussions
is preser�ted F�erein for con#inu'ity. Presented also in this section is a description of the
subsurFaoe condifions, .vario�s mafe�ials and groundwater conditions encountered at
#he site during geotechnical in�estigatinn and grading.
4.9 Geofogic Sefiiing
The si#e• is situated wathin the Peninsulat Ranges Geomorphic Province of Southern
Cal'ifiornia, vrfiich is an area that extends from the San Gabriel Mountains southeasterty
in�o Baja, Caiifio�nia, Mexico. This geoinorphic province is characterized 6y northwesterly
trendCng mountain ranges bounded by sqstems of northwesterly trending fautts and.
allwial-#iiled basins. The project atea lies aloi�g the southwestern edge of the 'Pems
Hlack, a nQr�hwes�-t�e�ding stnactural 61ock that fies between the Elsinore F2ult Zone an
the so�rthwest and �he San Jacinto Fault �one on the nort�iwest. The Perris Block is
cha�ac�erized by Mesozoic mefamorphic an� plutonic i-ock and Cenozoic sedimentary
and volcanie rock focmations tha# fotm hills of low to moderate telief. The subject sfte is
• underfain by late Pleistocene Pauha Forrnation- siltstone, sandstone and conglomerate
whiefi craps out neariy con6nuously for more than three miles in the lower Pauba Valfey:
� Gonvsrse Gonsultants
CC!EMIOFFiCEiJOBFI LE12001\B 1\0 1-26 501 265-30.as6
A5-BuiIE Geology and Rough Grading Repork
Tracts No. 2a'f&8, 24'I88-2, and�241B6-3
Paseo De1 SoI Master Plar�ned Gommunity
- Tamecula, Califomia
. Mareh 6, 20D3
Page 6
4:2 Pregrading Geologic Gondifians
The qroject site was underlain by residuai soiis, alluvium and sedimentary bedrock
(Pauba fiormation) near su�Face and at depth,
4.3, Geolagic Conditions Observed �urirrg Grading
Residual and a9luvium soils were encauntered within Yhe project site, as a�ticipated:
Thzsz mate7als con�is#ed af silty sands, sandy silfs and clays. They were removed to
competent soils arbedrock prior to placement of com�ac#ed fill.
SedimEntary bedroek underties the soil and alluvium at depth and is also exposed in
oufctops af fhe ground surface.
No unusual or unanficipated gealogic �onditians were encountered during grading.
4.4 Grouiidrvafer
� As reported _in the refarenced preliminary geotechnical investigatipn r�port, groundwater
was encouritered in the ex,ploratory liorings diilled durihg the Previous investigations
perfarmed by �on�etse. These borings were locate� v✓ithin the fopographica[ly low-ly.ing
afiuvial areas� Bepths to groundwatei as encountered in the exploratory bor�ngs af the
fime of dril(ing ra�ge: between 18 and 22 feet.
Some siight'seepage was o6served during tae-of-fill keyway excavation, along lots No. 1
fihrough B o#iract IVo. 24188-3.
5.0' FAULTING' AND SElSIlliilC(TY
S.x Fau'lfiny
As diseussed in the geotechniaal report dated May 6', 1999, there are no. known active
faulfs projecting toward ar e�ending acrass the projec� site.
The nearest known active fault zones designated as. the Earthquake Faulf Zone by the
State of Califomia is the E3sinore Fauft. The Temecula (Elsinorej Fault Zone is located
southwes# .of the project site and is about 2:Q mile from the southwest comer of the
proposed sr�e_
•
�� Converse Consultarits
CGENTIOFFI CElJOBF1LE120D 11E1101-ZbS0126530.a56
As-Built Geolagy and Rougfi Grading Report
Trac#s No. 24188, 24988=2 and:2d168-3�
Paseo Del Sol Maste� Piariiied Community
Temscula, CalifDmia
� March 6, 2D03
Page 7
5:2 Seismicrfy
The proj�cf siie is siivaied in a seismjcaily active region. As is the case for most areas
ofi S:buthern: California, ground shaking resuliing from earthquakes associated with
nearby and distant faults may occur. During the fife of the project, seismic activify
associated with active faults in the area may genatate moderafe tb strong ground
shaking at the site:
According fo the Uniform Building Code (1997), tfie projecf sitz is situat�d in Seismic
Zone 4. Major damage correspondina to ,intensities VIII or higher on the ModifiAd
Mercalli }ntensity ScaEe may occur wiYhin this zone. Seismic Zone 4 afso inciudes those
aI that lie within a zone of major (Richter Magnitude, M>7j historic earthquakes and
recent hign levels of seismicity:
Seismic foundation desigr� paramete�s as presented in the refarenced gaatechnical
in�es#igatio'n, report dated May 6, '1999, anci Recommended Site Coefficisnts lettzr
prepared by Converse Corisultar�ts in March z2, 2DQ�, remain applicable and are
� presented in Section 8.3, �eismic IIesign Pa'rameters of this reporE.
� The�e have beeh no changes in fhe poten.fials for secondary' effects due to seismic
actMity_.
6:D GRADING AND EARTHWORK
B.� Gentrral
Earthwork associated with grading was perFormed by TNT Grading, Inc. between July
23 and Octnt�er 29, 20�2. Earthv✓oek equipmen# mcluded dozers, excavatots, loaders,
scrapers, motor graciers, water trucks and wate� pull"s:
Prior' to grading, the ground surface was grubbed and cleared of vege#a#ion, and all
deletarinus debris was removed and disposed off-site. Alluvial soils within the
ove�excaVation areas we�e removed to competen# bedrock. 5ubgrade soils were
scar�i�ied, moisture conditioned to �ea� optimum moisture and cflmpa�fed to a minimum
of 94 percent ralative compacfian as Per ASTM Standard D1557-d0 fes# method prior to
placemen# of compaeted fifi soils,
EXCavated site soils and import sails were placed as compacted fili. FiA was placed in
loose, six (6} to eight (8) inch thick lifts, mixed and mois#ure conditioned, if necessary,
• with'in two (2) percent optimum moisture. The foose fill liffs �vere then compacted to a
�J Gonverse Conswlfants
CGI ENIIOFFI CEIJOBFILEl20011811�1-265\D 1265-3D:asb-
As-BUilt Geqlogy and �Rough �raciing �P,eport
�� Tracts No, 241 B8, 24188?2; and 24186-3
Paseo Del Sol Master:Fianned Community
� Temecula, Califomia
March 6, 2003
Page 8
relative compaction of af least 90 percent as indicated by random in-piace density
testing. 1Nhere proposed fil! depths were greater than 20 feet, thaf portioi� of the fill
belov✓ 20 ieet from finished g�ade, was compacfed to a minirnum of 95 percent' �elative
compaction. Th'e fiefd densii� tests were performed in accordance with eifher the
ASTM Standard D1555-DO or fl�922-96 zes# methods;
ff the results of a field density fest indieated fi�ifing resulis, the �e;presenta#ive fill valume
was rewarked and re-compacted by #he contractor untii a subsequent fiefd density test
indicated passing rzsultS.
iNhete fitf was placed against existing slopes steeper rhan 5:1 H:V, the new fill siopes
ivete key.ed and benched fo provide increased lateral support. The su�cial unsuitable
soils were reinoved `when present, Generally, fill siopes were over-built three (3) to four
(4j feet and were cainpacied as fiF,ey were filled harizontalfy. Ovefifled sfope fiaces
were then t�imzned to finish grade.
Rer instructions from Newland Gommunities personnel, al{ p.roposed cut slopes were
oVer-excavated and replaced with cornp�eted fiil. The slope fill was continLOUS with the
� both `the fil{ pari befow and fhe fill pad af the top of the slope.
7.0 FIELD DEE�S{TY AND L�.BORATOR�' TEST RESULTS
7, 9 �eld Dertsity Tes# Results
The earEhwork associated w_ith the grading was obsen+ed from a geotechnical pqmt of
view and in-ptace density of the compacted soil was tested 6y Converse on a full-time.
basis. At fhe, end of each wprk�ng. day, our lead soil technician prepared a Qaily Field
Ret�ort af Gra�'ing 06serva#ion documenting the geotechnical obseivation5 made,
during #he day. A copy of the daily field repo.rt was submitted to the client's
rep�esentafive,
I�uclear Gauge (ASTM Standard D2922-96) and/or Sand Cane (ASTM Standard
D'1556-00) festmethads w.ere utilize,d to evafuatethe in-place density of compacted fills
at random locations. Th� results of the field densit� tests performed during roughimass
grading are summarized in Table No. A-'l, Sumrnary of Fie1d Density Tes# Resu/fs,
{ocated in Appendix A, Sumnlary Of Field Densify Test Restrlts, The appro�imate
locations o# the field density tests are pfotted in Drawings No-,. '1 through 7, Field Densify
• Test Locations.
� C#inverse'CoRSWtants
CCIEMIOFFIG�JOBFf LE12001181107 -2&510126�30.asb
As-BuiR Geology aad Rqugh Gradiirg_ P,eport
Tracfs No. 2d1 BB, 24188 2, arid 241$8-3
Paseo Del Sol Master Pfanned Community
. Temecuia, Caiifomia
Marcfi 6, 2I303
Page 9
The relat�ve compaction fior each field density tesf reported in Table No: P,-1, Surnmary
of Field Density Test'Results; is obtained by dividing the me�sured in-place dry density
by the maximum laboratory dry density of the same "soil type" �resented in
Table No. 8-1, Sumirtary of Laboratory Maximum Dry Dens�y and Optimum Moisture
Content Te5#s, in Appendix 8, Lalioratary Testing Program� The reqwired minimum
relative �ompaction for eacM fest is also shown in fhe "Required P.elative Compaction"
in Table No, R-'i , Summary of Field {�ensity 1 est Resu/fs.
7.2 Laboraiory Tes2 Resufts
ReprESentative bulk samples of the filf soils were retrieved during raugh/mass grading
and tested in the lahoratory to determina their laboratory maximum dry densities and
optimum moisture contents_ Tfiese tesfs were performerJ in accofdance with the ASTM
SEandard D1'S57-�� test method_ Resufts of thess tests are summarized in Table B-1,
Summary of'Laboratory Max�mum flry _Densrty and Opfiinum tiloisture Gontent Tesfs_
At fhe compfetion ofthe gr�dfig, representafive bulk sampfeswete collected and tested
for expansion potential. RssuLts o# these tesLs are presented in Tabie B 2, Summaty of
• Expansion lndex �es# Resulfis.
� Results of othsf labarato .ry' testing including' R-vafue, sand "equivalent, grain size
analysis, direct shear; consolidation and corrosivity are also preserrted in Append� B.
8.Q BESI�N AND GONSTRi1GTftJN RECOMMEMDA:TIOIV
This sectiori cr�ntains our recommendafions regarding design and constr of
variaus faci[ities including building fiQUndafions, slabs-on-grade, retaining walls,
pavements, drivaways, waikways, and curb and gutter.
8;1 &urldin� Fou�datton and Reta�ning #Natls
One andlor fivo-story buildings and �etaining walis may be supporked by continuous
and/or isol.ated spreacl f�otings. Fflundatian design as presented in Sectian 9.1 of the
geotechnica4 investigation reporE dated May 6, 1999 is sfi(I applicable, GontinuDlis
footings should be at least 12 inches and 18 in�hes wide for one-story and tv✓o-sto.ry
buildings, respecfive(y.:
The reGOmmended minimum depth of ambedmeni and reinforcement for footings for
vanous ranges of expansion potential of the sutigrade soils are included in Table No. 1,
• Suggested' Guidelines For Design and Consfrucfion of Foundations and S/2bs-0n-
�� Converse Consuitants
CGI ENiIOFFI CEIJOBFiL_F12001 \81 \01-265191265-3q.asb
As Built Geology and Rougf� Grading Repo�E
� T�acts Np.24188,24i88-2,and24188-3
Paseo Del S�I Master Planned Gommunity
• Temeeufa, Califomia
Macch 6, 2D03
Fage 70
urade for dne and Two Sfory Residential Buildings. For lot classifications based on
expansion potential, see Table No. B-2, Summary of Expansion frtdex Test Results, in
r'+.ppendix B, Labaratory Testing Program. Siructurai design may require wider#ootings
andlor more reinforcement,
Fontings placed at a de�th of 92 inches and 18 inches befow lowest adjacent grade
' may be desig�ed bassd on an allawahle nei bea.ring capacity of 1 po�nds p�r
squate foot {psf} and 2,000 psf, respec'tively,
This bearing stress may be increased by one=third f�r short duration loading such as
wind or seismic fo�ces, This allowable bearing pressure should be used with the
allowable steess design load combinations specified in Secfion 1612:3, Load
Cambinations Using A(lowable Stress'Qesign, afthe UBG (999�).
Building clea�ance from ascend'+ng slopes, foofing setback f�om descending slopes and
fnundation elevafions should ineet the requirements of Section 1806.5, Footings on or
Adjacentto Sfopes, ofthe UBG j1997j:
• Active latera! earth pres`sures from sqils af the site may be taken as equal fo that
de�eloped by a fluid of d�nsity ofi 4� pounds per cub�c foot (p�� for horizantal backftfl
c4nciitions. At-rest eaith pressu�e may be taken as equal to that developed 6y a fluid of'
� densiiy o# 65" pcf In � recommending these values, it is assumed that adequafe
measilres u✓i(I bs `taf�en to p�event development of hydcostatic pressure on the retaining
wal[s during their service (ife,
Resistance, �o lateral loads can 6e assumed to be provided by friction acting at the base
ofi fioundations and by passive earfh pressures against the sides of the foundafions
� and/or wafls. An ujtimate ualue of the coefFcient ofi ftiction of 0.35 Fief.weeri concr,ete
and stril rriay be used'with tfie dead:load forces:. An allowable value ofthe passive eai�h
pressu�e resistance of 250 psf per foot Qf depth �including a factar of safety of 1.5j may
be used fo� #he s+des of f�otings/retaining wafis. The inaximum value of the passive
pressure sfiould be timited #0 2,�00 psf. The lateral resistances provided by the friction
and fhe passive resistances may 6e combined direetly wi�hout any reduction. These
lateral resistances may be increased by one-fhitd for short duration seismic/wind forces:
Fflotings should be founded on firm and unifotm native bedrock o� compacted fill_
Foofing ex�avations shou1d be abserved' ancl appraved by fhe p�oject geotechnical
consultan# after the rebar is in place and prio� to placing any Concrete,
•
� Converse Go�sultants
CCIEMIOFFiCEUOBFILE12001 \8� \0'l-26S701265-3D.asb �
As 6uilt Geology arrd Roug"h Grading Report
Tracts M1lo: 241E8, 24188-� and 24168-$
Paseo Del Sol Master Planned Communify
� Temecula, Caliramia.
l�iarcti 6 2�03�
Page 17
The total footing settlement will depend, among other factors on the actual loacl appfied
fo the subgrade soils type of subgrade materials (e:�; bedroek or compacted fills), soil
typ� thick��ss of compacied fills underneatn the footings and changes in the moisture,
conditions of the subsurface sails. Anticipated total seitlernents of footings, ciesigned
and constructed in :aec�rda_nce with the recomrr�enda#ions prov'ided herein, shouid be
�' less fhan one (1) inc'h. The expected differen#ial seftiement between similarlp loaded
foatings fo� individual residences rriay be taken as equal to one half of the tofal
, setElement.
8.2 Sfa6s-fln-Grade.
Based on the expansion intlex tests, the pad subgrade soils can'be classified as having
very low to h�gh expansion, potential as shown in Tatile No. B-2, Summary afi ExAar.sion
lndex TestResu!#s in Appendix B, Laborato .ry Tes#ing Prograrrt.
Recommendations regarding slabs-on-grade thickness, .reinforeement and p�esoaking
of subgracie sails at the time of construction shoultl be determinad fot each lot using
Table No: 'l helow, and the expansion index reprasentative of that (ot as deterrnined
'S fror�i Tabte No. 8=2, in Appsridi3t B.
TASLE NO. 7, SUGGESTED GUfDEL(NES F(?R DESIGN AND.CONSTRUCTIdN OF.,FQUt�IDA.TI0hi5
� AND 5LAB5=0N-GRADE FOR ONE-Ai1D T'WO-STORY f2ESIDEh1T1AL 6UIL�lNGS°
Fnundatian Systein Type ! , Type 11 � Type I}I . Type lW , TypeV �,
` Exoansion. � � �_ . .. .� _.. _. .. . .
Potential Vervtow Low � Medum :Hian VervHiah
� Ezpartsion Indez � 0�-�0 21 •�50 � 51 -90 9� - 13�.. Above�130:
{E.1,.�
Foofing.Depfti. � One ��7 �One� Twa One Two One Twq � Onz� Two
� - � Story ; g{ory Stoiy .Story Story . Story� Sfiry Story Story ����. �Story
. Perimeter � �2° ..� 18" 12°: � 18' . 18":�. yg�• �g• t6", � 3Q` 3b".....
Interior 12? � 36" � 12' 16" 1,2 yg•�. ��.g•� 18' 1E'� 18"�
Fodttng. i-��4Ba� 1-#4Bar 9'-#4Bar 2-�4Bars 2-#4�Bars '
Reiriiorcement - Top and Bottom Top and Bottom Top and �$oftom Top anC Bottorri Top and Botttim
Garage,Grade 12"x�d2" 12'xd2" 12"z72" 1Z'x1T ... 1B'z'I�B'
.BeamAYDooT ����. w/i-�ABar. w11-#49ac w/1-#��dBar w/4-#48ar wJ9-.�#48ar
Opening Top and,Bottom, Tqp and Bottom Top andBo'tiom Top and Bo$om Tbp and Bottom
Floo� Slab 4' Actuai 4" Actuai 4" Adual 4" Actuaf 6" Achral
Thickness �
i
� Converse Gonsultants
CCI EI*fT\OFF ICEIJOBF1LE12001181 \07-265\0126S30:asb
As-BuilfGeology and Rough Grading Report.
TractsNo. 24188; 241BB 2, and 241&&3
Paseo De1 Sol MasteY Planned Community
Temecula, Califomia
,� March 6, 2003
Page 12
. . __ . ... . . .. . . . . . .
TASLE NQ. 7, SUGGESTED GUIDELINESFOR DESIGN AND CdNSTRUCTION OF FOUNDATIONS
.4FJ� 5LASS-ON-GRAQE POR ONE- At�tD TWO,STORY RESIDENTtAL BUILDINGS
Poundation System- Ty,pe 1 Type II � Type ill �� Type'IV Type V
� Floor Stab #3 re6ar at 16" �..G. #3 rebar at 1 B" O.C. �#3 rebar at 1B" O:C. �
-. . #4 at 16" o.c.
ReinFOrcemenf each wav or 6" x�6' - each Wav or 6" x&" �- eaeh wav or 6" x 6" -
Nof���Mandatory #10!#'10 � . eachwav.
` Dweltinas #10/#10 . . - ;.10/#10�.8".X,6"- 6"x6°�-#6!&fi
F
Garages� NotMandafnry 6"x6"-#7�0/#10 �qj��p�
� Subgrade Moisti�re "12D% of Opt�mum � 12D% of Opfirnum
Re4uirerimeRtat. 12D%, ofi Op&mum. � 20 h of. Op6mum
MoisWre Yo 12" Moistuie to 24"
Ttme af dPtimum��.orHigber MoisNtz to'IS" Below Maisture to 30" Below
8elow Slab and Below Slati and
Footln 91a6 and Footlng . Sia6 znd Fooung
ConsWction 9 Foahng .
5tructural designs may require slab thickness and/or reinfiorcement' greater than
recommended herem: It is recommended tha# adequate reinforcement be provided to
minimize developrimen# of shrinkage cracks.
Slabs-on-grade shauld be underlain by 1Q-mii Visqueen (or equiva(enf) moistu�e barrie�:
To help b�eafc capitlary rise o# sail moisture, #o aid concrete curing, and fo prevent
puneturQ, we recommend t}iat at least two {Z) inck�es of dean sznd be placed above
:• and. under the moisture barner. Joints in the moisture 6arrier sliould be laPped a
miniinum af sipc (6j inches anci propert�+ sealed,
Sla6s-on-grade subgrade soiis must be fiirm and uniform. All loose o� disturbed soils
including under s]a�i utifity treneh backfll should be recompacted prior to the placement
' of clean satid.base underneath fhe moisture bartier.
JoinYs far concrete slatrs-on-grade must ba carefully designed. doint spacing is
dependant upon slab thickness and concrete properties' and shoufd be selacted by fhe
structural engineet, Joints should be properly saaled. Unless local conditions and
cone�ete propsrties indicate otherv✓ise, the joint spacing (in fieet) should not exceed
, ap{�foximately fin�ice the siab thickness (in inches). Join't spacing may be increased if
slabs are l�eaviiy reinforced:
Quring hot: weather, the cont�acfor should take app�o:priate curing precautions after
placernent of aoncrete to minimize cracking of the slabs. The potential for slab cracking
rriay be le'ssened by the addition of fibe[ mesh to the cancrete, and/or control of
water/c�me�t ratio., Goncrete should be cured by protecEing' it against loss afi moisture
and rapid temperature cha�ges for at least seven (7) days afiter placement. Moist
� curing, watefproof paper, white, polyethylene sheeting, white liquid membrane
compaund,.a� a�om6ination thereof, may be used after finishing o{�erations have been
i
� Converse Cortsultarrts
CCIENT�OFFICEW OBFILE�2DJ1 \81101-26S101 2 6 5-3 0. asb
As-Built Geology and RougH Grading Report
- Trects No. 24188, 241 BB 2, and 241883
, Paseo Del Sol fihaster Planned Community
� Temecula, CalifoPnia
March o", 20Q3
Page 13
completed. The edges of concrete slabs ex after remoVal of forms should be
immedietely protected to provicle canfinuous curing:
Recarnmendations regarding garage grade beams at door open'ings for uarious
expansinn potential conditions are also included in Tab(e No. 1, Suggesfsd Guidetines
�or Design and Constructio� of Founda#ions and Slabs-on-Grade for One- and Two-
story P.esidenfia/ Builclings.
Q.3 Sers„ric Design Pararrtefers
In aceordance wifih UBC' (1997) Table 16-J, the geologic subgrade cJassification for the
site is S�, The site coefficients are:
a SEismic Saurce Classification = Tqpe B
• �'`�a.= Ca= 0.48'
•' R1 1.5, C,,= D.$2
8:4 �le�ibfe Pavemenf Sectior.s
� Rn analysis was perforaned fn evaluate structural sections for asphalt concrete
payements corresponding to T,raffic Indi�es (Tis) of 5 and 6 and F� values of 12 and 74
ohtain�d from IabRratory testmg of rep�esentative bulk Soil samples. The analysis was
based on -Caltrans` desigii procedure fo'r flexi6le Pavement structures without the
recommended safety factor of 0.2� feet vrrhen evaluating the required Gravel
' Equivalent �GE) of #he Asphaft Coricrete (AG). Cify of Temecula minimum pavement
sections v,�here also applied where applicable. The results of our anafysis are
summarizad in the followtng table,
Tabfe No. 2, Recommended Pavement Sectians
_ . _ _ _ _
- ` P.avement Sechon -
. �� ,r: r : :' - .
Sfreet Se�ons . R Value . Trafific1ndez-�F 4jf AG�(mc'h"� ' AS (mch) '
Rothenberg Qrive, �yles Driye, 5 3:0 8.5
Granlund Gourt, G2ndcola5 Drive 14
G{iek Cou�t, Guadagno Drive 6 3.0 12:0
Garcia 1Naq, Bradshaw Drive, Rivera 5 3.0 8.5
Drive Dahl Drive, Macke Drive
` Adams Ct, Bic�gham �r„ Beaven GL i �
- Botlley Ct, Dnscbll Ct, Beamer Ct., g 3.0 12.5
. Comgan Gt, Bumett Way, Delfa
Way, Greene Cir.
� � Converse Consultants
CCIENIIOFFiCEIJOBFILE120D1 \B 1\0 L-.P65101265-30.asb
As-Buitt Geology and Rough Grading Repoit
Trects-No. 24188, 241 and.24186-3
, Paseo Del Sol Master Rlan�ed Community
� � � Teinecula, Califomia
� March 6, 2003
P.age 1.4
Pavernent: subgrade should' be prePared in accortlance with Section 301 of the
(SSPWC 1994). Priqr fo placemenf of base aggregafe at least 12 inches af subgrade
soils should be excavated and replacetl 2s compaeted fill. The upper 72 inches of
� subgrade should be compacted to afi least 95 percent �elative compaction as defined 6y
A�TM Standard D1557-91 fest meYhod:
Base materiais should canform to Section 200-2.2 "Gruslie� Aggregafie Base," of the
current Sfandard Specific�tions Tor Pubfac Works Construction (SSPWC) and should be
placed in aceordance'with Section 301.2 of fhe SSPWC.
Aspha(tic c�ncrete materials shou4d confio�m with, Section 203 of the "Sfandard
Specifications fior #'ubfic VKorks Canstruction (SSP�?/G) and should be placed in
acco�dance with Section 3Q2.5 ofth'e SSPWG.
, Positive drair�age should be pro�+ided away from a11 pavement areas to prevent
saepage af surface and/ar subsurface water into the pauement base andlor subgrade.
- 8.5 CQncrete LNalks, Uriveway�, Access Rarnps, Curb and Gutter
• Except as mad�ed hereirt, concrete walks, d�iyeways, access ramps, curb and gutters
should be constructed i❑ accar.dance with Secfion 3Q3-� Goncrefe Curbs Walks,
Gutters, Gross-Gut�ers, Alley Infersecfions, Access Ramps, and Driveways� of the
Sfandard SPecifications for Fublic Warks (SSPWC, 2000).
At least th.e upper 12 inches of the subgrade soils under these structurQS shouid be
scanfied, rnoisture conditianed to slighfly abave aptimum and compacted. to at leasi 9�
percenf reiat�ve cc�mqactioa.
The subgrade soils under the driveways of uarious lots should be pre-soaksd pnor to
pouring concrete in aecordan.ee v,rith the recommendations provitled for concrete slahs-
on-grade in Secfion 9.2, Slabs-orr-Grade. The thickness of dFiveways far paSsenger
cars: should. be af least four (4) inche5. T�ansuerse oanYroi joints for driveways should
be spaced not more than 10 feat apart. Driveways wider than 12 feet should be
prov�ded with longitudinal conErbl joints.
.-. concrete walks subjected fo pedest�ian and b,icycie loading should be at ieast four (4)
inches thick: Transverse joints should be spaced 1B feet or less and should be cut to a
depth of one fiavrth the slab fhickness.
�
� Converse Consuttanfs
CCI EMIOFFiCEIJ OBFI LE12001 \81 \01-265�01265-3�.asb
As-Built Gealbgy and Ftpugh Giading RePort
. T2cts No. 24168, 241.88-2, and 24'1 BB-3
Paseo Del Sol Master Plannad Community
Temecula, Califomia
• March 6, 2003
Page 15
Positive drainage should be provided away from all driveways and sidewalks to prevent
seepage of surface and/or subsurface water into the con�rete base and/or subgrade.
8.6 Corrosion Profecfion
Based on the corrosion laboratory tests, subgrade soiis within the subject tracts are not
significanfly deleterious to ct�ncrete. The solu6le sulfate content of site soil can be
categc�rized as negligible per UBC: Type I or Il PorEland Gement may be used in
conceete construction'. Sfanda�d concrete cover, that 'is 2.0 inches if placed against
forms and 3.0 inches if placetl directiy againsY earih, may be used to pi reinforcing
baes.
Si€e: soils ars classifietl as corrasive to ferrous' metal. lf additional corrosion
recommendations a�e desired, we recommend that' a qualified corrosion specialist be
c�ntaeted.
8,7 Sife Drairiaye Slope . Protection, antl i.anclscape Irrigation
RecomrrtencFafions
• Futu�e h�mepwners shouid be infiormed regarding the importance of maintaining a
constant level of soil inaisture.. Horneowners :shouid be made .aware of the potential
negative consequence`s of both excessive waferir�g, as vwell as alEc�wing expansive soils
to become Eoo dry. Impraperly designed cons#ructed or'mainfiained planters ofEen pond
watef and cause deep moisture penetration and soil moisture changa: Placetrtent of
pfanters adjacenf #o foundations or other sensitive hardscape, such as pools ancl spas�
sfioufd be conducted with p�oper maintenanee: tf adequate or proper maintenance of
irrigation and drainage is not performed by the. homeowner, some tlegres of
foundationlsla6 mo�emen# may be expected and cause stuceo cracki�g or dry' wall
separation:
Adequa'te drainage sfiDUld be provided away from fh:e structures ta prevent ponding
and tfl reduce percolation of water into structurai filL A desirabke slope ior surface drain
and adequafe positiYe drainage away from structur.es shoulcl be provided to prevent
ponding and to reduce percolation of water into subg�ade and/or athe� structural fills.
Building pac! drainage shDUld satisfy the requirements ot Section 3315 Drainage and
Terracing, of the UBG (1997}. Planters and landscaped areas adjacenf to fhe tiuilding
perimeter should be designed to rriinimize water infiltration into the subgtade soils:
Gutkers and downspouts should be installed on the roofs, and runoffs should be
di[ected to storm drains through non-erosive devices.
. _
�-� Gonverse Consultants
GCI �N'TIOF FICE'JOBRLE12001181 \D1,2fiS01265-30.asb
F�s,Built Geology and Rough Gradirig Reporf
Tracfs No. 24�SB, 24'188-2, and 2418B-3
Paseo Del Soi Masfe�'Planned Community
• Temecula, Galit�mia
March E, 2003
Page,16
Subdrains were :installed af fifl/bedrock contacts in the majo� swales to colleet and
#rar�sport infiltrating groundwa±er from rainfiafl and/or landseape irrigatian and othe�
sources at iocations deemed necessary by Converse based on observations made during
grading. The Df relafivefy pe�meabie fill soils arid weathered bedrock materials
over less pe[meabie bedrock materials �rrifihin the Pauba Formation bed�ock can "Perch
trapping infittrating water at the contacts and result in saturated conditions in �reas away
fr�m subdrains. Subdrains were installed as depicted, on th'e enclosed Drawings No. 1
through 7, Field Density Test Locations. The subdrains were 6 inches in diameter and
discharge to a suitable non-e�osive drai�age'device.
! ifi is recommended that afl slopes be plan#ed w�fh drought-tolarant, grountl cover
vegetation as soon as practical to prafect against erosion by reducing runoff velocity.
Deep-rooted: vegetation sho'uld also be established 'to provide resisfance to suficiaf
s�utnping: Qver-stee,pening of existing slopes should be avoided during fine grading
and €onstruotion,
Siopes shouid be provided' with adequate erosion controt measures as soan as
• possible. Eros�on control may include planting fhe slopes with apprapriate drought-
res+stant ve,getafian as recammended by a landscape architeet. Lanciscapi�g should
disturb the sols as liltle as; possible. Gare shoufd be exercised #+� prevent laose filfs
frorn being placed on slQpes during constructio� and landscaping. Sfap'es should not be
over-irrigafed, as this can soften the near surFace soil result�ng in sufiicial slope failures.
Rodent burrows small coneentrations of uncontrolled surface/su6surface water, oe
4ocelized depression af utility trench backfilll on slopes should be controtled and/or
repaired as,soon as possible.
Most hiliside. residentiai fot ptoblems are associated with wafier, Horrieowners should be
aw_are that: aitering drainage Pattems, fandscaping and the addition of patios, planters
and other improWements; broken pipes, as well as irriga#ion and variations in seasonal.
rainfall, all afFeets moisfure condifians of the subgrade soil5 Excessive landscape
- irrigation, may significantl}+ increase the subgrade soil moisfu�e cAnditians resulting in
lacalized ponding and saturation of the subsurface soils. PercoVating groundwater may
ev.en flow from upp�rgrade {qt areas to adjaeent lower-grade !ot areas; Excessive soil
maisture a#fects performance of buildings and other structures slopes and pavements,
aswell as landscaping. Homeowners should consuft a professional landscape a�chifect
for planfing and irrigatian recommendations, Local drainage cdllection and transparfiing
devices such as subdrains may be required 'rf saturated conditions develop in the
• future.
, � Conve�se Cti3nsultants
CCI EN OBFI6E�2001 \S 1\01-265>01265-30.asb
t
As-BuHtGeology and Rougfi� Grading.Re,porf
Tracts No: 241�68, 24188-2, and 241 B$3
Paseo 6eI 50l Master Fianned Gommunity
• 7emecula, Califomia
March 6, 2003
Page 17
ModificaEions to the graded pad areas shouid. not be attempted without the approvai of
a quaiified soils engineer andtar geologisf:
s.:o cor�c�.usio�s
v Based on our field obsetvation, in-place density and laboratory testmg, and data
analysis and inter�retation, it is our opi'nian tha3 earthwork associated wifh the
gradmg of the subjectJots within the Tracfs 24188, 29188-2, and 24188-3 v��ere
� completed 'm substantial compfiance with the project plans and specifications.
. E�ccavated site, soils were placed as compacted fills. The fll soils were composed
primarily of sands, silty and clayey sands and sift,
. The ialioratory maximum dry densify and optirrium moisture conten# of the fll
soils ranged from 113.5 pound p�r cubic fioot (pc� to 133.5 pcf, and 8,0 percent
to 14.0 percent, respectivel�:
. = Fill slopes have been greded at 2:1 H:V or flatter, arid are considered to fie
grossly stable under sfatic as wefl as antici�ated saismic loadir�g condi�ions.
m All cuf slopes were aver-excavated and replaced' by compacted fil{.
. SDme surficial erosion may occur oa slopes priot fo the establishment of
vegetatian, parti�ularly where there are primary sands With little of no fines at the
surface;
: • Evidence of aetive Dr potentialiy active #aulting' was no# observed during grading
af the-site:
. Single and multi-family residential structures may be suppo�ted on cantinuous
and/or isalated spread' footings.
_ _
1Q.0 LIMITATION.S
The findings, canciusions, recommendatians and opinions contained in this report were
prepared' in accardance with gepel acc�pfied professional engineering and
engineering geologic principles and practice within ou.r profession in effact at this time in
Soa€hern Cafifornia. Our conciusions and �ecammendations a�e based on field
� observation, fiefd and laboratory testing perfoimed in accordance with appiicable
� Gonve�se �Consuttanis
GCIEN710=RCElJOBF! LE12001 \S t l�'1-26SD 1265-30.asb
As-Built Geo4ogy and.Rougti Gradtng Report
Tracts No. 24188, ^cA188-Z, and 241 B&3
Paseo Del SoI Master Plannetl Community
� Temecula, Galrfomia
March 6', 2D03
Page 1 B
indus#ry stantlards, data analysisli�terprefation and our experience. We make no other
warranty eifher expressed flr implied:
�ur field density testing to evaluate filf corrtpaction was performed af random and
discreie loGacions, and at varioUS time intarvals during the fill placement operafions. Our
test resul#s are con"sidered fia be representative of the locations and maferials tesfed
vdiihin the compac#ed #iIL 5ome variatians in the densifies and moisture of the
campacted fiUs at ather locations should be exp�cted.
i
This reporf presents our opinian forme� as a result of our flbservations of fill placement.
We fiave reiied on the contractar to continue applying the recommended compactian
effort5 and rrioisture to #he ftll to meet the project specificafions_ The tests were
perfoimed on cDmpacted fll in eccordance with ASTM Standards to calib�afe our
observer's judgment; and to provide data on the overall compactive effo�fs.
Althaugh the gra�led lots are considered si�itable for consttuction af �he time ofi
corriple#ion, natural weathering and degradation of #he near-su.rface soils may occur
� with tiri It has bee� our exp�riencs that significant d�terioration af surficiai soils, in
parEicu(ar grawth of vegetafion, and erosion, may occur af a significant periocl of time
elapses before canstruction. We recomme�d thai the conditions of impacted lots, if any,
be �e'-evaluated by Converse Prior to construction.
.
�'� Converse Corisultants
CCf ENT+O FFI GE1J O BFI LE12DOi \8 �\01-26 50 1 285-30.ash
AS-Built Geology and Rough G�ading Report
'Tracts�No. 2A188, 24188-2, and 24188-3
Faseo Del Sol Master Planned Coinmunity
� Temecula, Cafifomia
Marcti 6, 2003
Page 7 9
1'f..Q REFER�NCES.
°�eofechnical Investigation Report, T�acfs 2�136, 24187, 2418$, and 25418 Paseo Qel
Sol Master Pfanned Community, CitS+ of Temecula, California°, prepared by Convers2 .
Consulfants, dated May 6, 1999.
Annual Book Of kSTM Standards (2Q01), Vol. 04.08, Soil and Rock; Dimension Sfone;
Geosyntheties,
internafional Building Code, Uniform Building Code (UB.C, 1997).
Standatd Specifi�ations Fflr Public Wo�ks Construction (200D), �uilding News, lnc., Las
ArEgeles, Cafifnmia. �
�
�
�, Gonverse Consultants
GCI EMIOFFi CE1.tOBF I LE�2001 \81 \0'1265101285-30:as6
Convers� �onsuitan�s
• Over SOYears of Dedication in Gentechnicai Engineering and Environmentat Sciences � .
GEOTECHNICAL INVESTIGATION REPORT
Tracts 24136, 24187, 24188, 25417 and 25418
Paseo Del Sol Master Planned Corrlmunity
City of Temecula, California
VOLUME II
.
Prepared for:
Newfand Communities
27393 Ynez Road, Suite 253
Temecula, CA 92591
• Converse Project No. 99-81-112-01
May 6, 1999
10391 Corporate Drive, Redlands, Cali�ornia 42374
Teleohon=: (909) 796-0544 � Facsimile: (909j 795-7675 E e-maiC redlandsCaconverseconsul',an[scom
•
. LO�,S OF BORIN�S f�ND i EST PITS
(from referenced Converse report dated April 26, 1996)
Location Map Symbois:
B � Boring Locations
� Test Pit Locations
T-0
•
Dates Drilled: 4/3/96 L,ogged by: PK Checked by: MSI
Equipmeot: 8" H.S.A. Driving Weight and Drop: 1401h / 30 inch
�ound Sur_f2ce E!>_<.�ation(8;: :053.0 Deptt� to Waier(ft): 19.0
SUMMARY OF SUBSURFACE CONDITIONS P.MPLE F o �
This log is pnr[ of [he repart prepnred 6y Converse for [his project and should bc � ` �i
— �eed mgetiier wiffi [t�e repo�t. �This summsry applies only et t}�e location oF [he w �
� U LL �
boring end et [he time of drilling. Subsurface condi[ions may differ et other . � � z
_ = loca[ions end mny chnnge e[ cliis loce[ion wiCh the pessage of [ime. The dnta w � ~ � W
a Q� P�uented is a simplificncion of ectusl condicions encountcred. � J �' � } v- 2
CC � � � 2 � F-
p .�� � m m � � a O
nr i irvrtrnt rn�
SAND (SP): finc to medium-e ained, grayish brown - 1� 4 l�� ct
- some roo[lets
11 $ IQ1 Ct
5
- fine-gmined 11 5
1�
- fino- tn coaise a orained, some gravd clasts up co 1.5" in diametPr z$ 1$ 1�¢
- 15
- 6" thick Sandy Silt (ML) faycr
S
_- fine- to mediurtrgmined, �rzY � 15 19 ma
2�
- some boulders -
GRAVELLY SAND (SPJ: fine- [o waz'so-grained, [rece clay, brown, �/1�" 1� ] 1$
2 S �•� �� �' �=� anpulsr cinsts up to 2"
L ': ,
' _y."
i ' ..
.. . ppTiRA FnRMAT1f1N !(kil 34 19 mg
3 � .�'': SANDSTONE: fine- to medium v orained, brown .
42 18 113
� Converse Consultants Project Name. Project No. Drawin; No.
EASTER.EN AND SOUTHWESTERN 96-$1-420-01 A-I a
� Inland Em I�B PORTION OFTHE MEADOWS
P Tcmeculn, Cnlifornin
Dates Drilied: 4/3/96 Logged by: PK Checked by: MSI
Equipment: 8" A.S.A. Driving Weight and Drop: 140 lb / 30 inch
�round Surface Elevafior(ft): lOSE.0 Depih io:water(ftj: 19.0
STJIvIIvIARY OF SUBSURFACE CONDITIONS nrwP�e F o F :
This log is pert of tk�e repoR prepered by Converse for this proju[ end should be O `�' �
F U read mge[her with tlie report. This summery applies only az[he loce[ion of the O � �
� boring snd eC [he [ime of dri((ing. Su6surEace conditions may differ et o[her �
�
S � locations and mny change nt this lor�[ion with the passage of [ime. 'ilie data w � {— � �
a Q U , presentcd is a simpliFe¢tion of ecmal conditions encounmred. � Y � lA �'—�
-� O � ,«. S
o �� , � 0 m m � ��- O
� � SANDSTONE: fine- [o medium-gnined, 6rowu
: � � � � - [2ce clay . �1 lZ
4�
—=—=. SANDY CLAYSTONE brown z� �S 1��
45 — —
" x` SANDSTONE m CLP.YSTONE fuie- m coarse-gtained, light broum $z 1$ 11�'
$�
End of boring az 50 feec.
Groundwater encountered at 19.0 feeL .
Borchole backfilled wilh native soil cuttings on 4/3/96. - '
A Project Name. Project No. Drawin No.
� . Converse Consultants g
EASTER.ENANDSOUTIfWES1'ERN 9�81-4?0-01 A-lb
iniand Emoire POATIONOFTI�MFADOWS
Temecula, CnliFomiu
�og ot tsoring Na. BF4-2
Dates Dritled: 4/3/96 Logged by: PK Checked by: MSI
� qwpment: 8" A.S.A. Driving Weight and Drop: 140 lb / 30 inch
oand Su. ace Elevation(8): i0o4.G Lepta to Water(ft): 20 0
SUMIv3ARY OF SUBSURFACE CONDIT'IONS AMPLE � o �
T'his log is part of [he report prepered by Comerse for [his projec[ end should be O — 2�
' U rcad tugcther with [he repor[. TRis summary appfiu only az the location of [he O � �
� boring and at [he [ime of drilling. Su65urEace condi[ions may differ et o[her �
2 � locetions and may chan�c ru this loca[ion witt� the passege of [ima The dnts w � F Z �
� Q� presented is n simpliPica[ion of ectusl conditions cncounccred. >� � V7 � W
❑ C.� �J � � O � � � ~
� m m � O°- O
Ai � rrvrr� rn�n
SLL.TY.SAND (Stv�: fine- [o medium e�rained, some mica, broum 12 � 1�6
SI1.T (MI.): ligh[ gray, approzuna[ely 2" thick 15 �,
5 SAND (5�: Lne-grained, ligh[ gtay �
1Q
I1 5 98
— � pAfTRA F�RMATIl1Nlfln\ � -� 14 �py'
15 —_ CLAYEY SANDS7'ONE: 5ne- to medium e �rained, gnyish-brown
�x .�. x_ SANDTONE: fine- ro coarse-gmined, trace clay, brown �
ZO ` -
x x 36 16 114
r .
x : :x
K .
' _r . - - some gravel
% r X' 35 19 ma
25 K . . x
y .
K
Y . K .
Y . .
X .
%. . .%
x.. - fino- ro medium e�rained 68 16 113
30 x x
x .
X . . .
X '
. ,% _ � � � �X �
X . .
-_. CI:AYEY SANDS'I'ON2: fine- [o medium-grained, brown �2 17
Converse COnSUltants Project Name. Projeci No. Drawing No.
EASi'ER.EN AND SOUiHWESTERN 96-81-420-01
IIlI3�1CI ERlPIPB PORTIONOFTHEMEADOWS �
Temmuln, Cn(iForniu
Dates Drilled: 4/3/96 Logged by: PK Checked by: MSI
Equipme�t: 8" H.S.A. Driving Weight and Drop: 1401b / 30 inch
�owd S�:rface ElevaGOr,(,`t): 1064.0 Deptu io Wav.r(ff): 2Q.0
SUMMARY OF SUBSURFACE CONDITIONS AMPLE F o F
Tnia �log is pert of the mport preparcd by Converse for this project end should be O '— �
v read [oge[her with [he report This summety applies only et the lo�ation of the 0 �. F
U boring snd az[he [ime of drilling. Su6surfece condi[ions may differ az othcr �
2 � locations and may change st [his location wich the passage af time. The data W � i— �` CL
�
� Q� presrn[ed is a simplifica[ion of ectual condi[ions cncountcrcd. � J � � w
O } �+— _
O
� C9� � O m m � �p n O
- — CL.AYEY SANDSTONE: fine- to medium e�rained, brown
���x � SIL.TY SAND51'ONE: fine- to mcdium e�rained, some mica, ligh[ bmwn 6$ I 1 12S
40 % x
End of borin� a[ 40 feeL .
Groundwnter encountered a[ 20 ferl.
Borchole back£illcd with nazivc soil cuttings on 4/3/96.
��COnVeI'SBCOnSUltantS ProjectName. ProjectNo. DrawingNo.
EASTEREN AND SOUTHWESTERN 96-81-4?0.01 A-2b
� Inland Empire PoRnoN oFr� n�nDOws
Tcmeculn, Colifornie
�og or �sonng No. BH-10
Dates Driiled: 4/4/96 I.ogged by: PK Checked by: MSI
� quipment: 8" H.S.A. Driving Weight and Drap: 140 Ib ! 30 inch
round Surface Elevation(ft): 1073.0 Depth to Water(ft): 33.0
SiJNiMARY OF SUBSURFACE CONDITIONS AMPLE � o �
This log is pnrt of [he repoct prepered by Converse for this projeu and shouid be O " �
` U rend together with the reporL This summary applies only e[ the locetion of the � � � ,
� baring nnd ¢[ [he [ime of drilling. Su6surface condi[ions cliny diffr, e[ othcr
.T- a Iocu[ions end mny change ¢[ [his locn[ion with the passage of [vne. The data w � F � IL
� a� presen[ed is n simplificstion oi actual conditions eacountered. � J � U] }� T
0 C7 � . � m m � O�° O
ar � rnmr�n rnat�
SAND (S�: (ine- to medium-grained, 6rown
- light gra; ish browr. 13 6 96
�
5 3
12 8 101
10 - aomc mica
SILTY SAND (S1.�: fine- tn medium-gained, brown 1$ 12
1$
SAND (SP): fine- to coarse-gained, with mica, brown 37/3" 3 128 �
Z� - some rock fa�[ncnts up to I" across
� ... � PATiRA FnRMATInN /flnl 36 IZ
ZS SANDSfONE: fu�o- [o coarsc-�.=rained, ligh[ e ayish brown
30 39 8 110
Y
. x x x x SANDY SQ.TSTONE: fine-grained, brown � 3O zQ
Project Name. Pro ect No. Drawing No.
Converse Consuttants 1
EA57'EREN AND SOUTHWESTERN 96-81-420-01 A O3
In{and Empire PORTION OFTHE MEADOWS
?cmeculn, Coliforxun
�og ot tioring N�. BFi-10
Bates Drifled: 4/4/96 Logged by: PK Checked by: MSI
� quipment 8" H.S.P.. Driving Weight and Drop: 140 Ib / 30 inch
round Surface Elevation(ft): 1073.0 Depth to Clater(fr): 33 0
SUMI�I/tRY OF SUBSURFACE CONDITIONS AMPLE F. o �
This log is part of the rcport prcparcd by Couvuse for this project and should be O '-' �
U rend mgether with che report. This summary applies only et the location of the 0 � F
� boring end az[.t�c timc of drilling. Subsurfacc conditions may diffcr et ott�cr � z
2 � locs[ions and may change ffi this locntion witL the passage of time. The datn W ?� � � W
a Q� prescn[ed is e simpliiicazion oF ecrosl condicions encountercd. � � � } w s
W 2 p � � J � CC U 'r
� C7 J � m m � �°- O
x` SAI�IDY SII.TSTOPTF: mcdium e�rained, browa
X X X X
Y X
% X x X
z x fc Y.
x x z
r. x
x z x u
xxrx �9 2� l��
40 " r x
x:
.xx:
xx
X X Y %
J X X X
X X X X
% % X
..... SANDSI'ONE Eu�e- ro coarso-erained, ligh[ e ay � 3g 22
45
�— — SQ.TY CLAYSTONE: brown with somc dark gray 48 3� 96
$�
End of boring az 50 f�. . .
Groundwater encountered at 33 feet.
Sorehole backCilled wi[h na[ive soil cuttings on 4/4/96. �
Project Name. Project No. Drawin No.
Converse Consultants g
EASTEREN AN➢ SOUi1iV✓ESTERN 9G81420-01 A- l Ob
Infand Empire PORTIONOFTHEMEADOWS
Temzcula, CufiFornin
�uc� ur �onng ivo. til "t
Dates Drilled: 4/3/96 I-oggecl by: PK Checked by: MSI
� mpment: 8" A.S.A. Driving Weight and Drop: 140 16 ! 30 inch
ound Surface Elevation(fr): 1087.0 Depth to Water(ft): None Encountered
SUMMARY OF SUBSURFACE CONDITIONS AMPLE �. � �
This log is pert oF the rcpoR prepared by Conversc for this project end should be O `� �
� U read mgecher with [hc report. This summary appliu only a[ the locaiion of [hc � Q �
bocing and at the [ime oF drilling. Subsurface conditions may differ et other �
2 1 locations end may change at tLis locetion wiU the passage of [ime. 'tlic dara W � F � CC
� �� eresenced is a simpliFce[ion oF aceusl condi[ions encounmred. �� � � }� i
O U
p �� O m m � �°- O
rnz.r ir_ .mrraTr�ii
SII.TY SAl`ID (SAn: fine- N eoars�grained, broxm
- somc rootkts 65 4 12j
- same pinhole pores 63 5 124
c
J
AT 1 TTV�TTM �(lan
SQ.1'Y SAND (51�: 6ne- to coarse-grained, brown
- fine- tn medium-gcained 13 9
10
SAND (SP) tn CLAYEY SAND (SG�: fino to mcdium-gcained, some mica,
6rown
31 14 117
15
20 SILTY S.4AID (Sb�: fu�e- m medium-grained, light brown 14 9
42 10 122
� PATiRAFf1RMATTnNlfM.�l ZO S .
SAND (SP) m CLAYEY SAND (SC�: medium- to coarso-grained, with
mica, light grayish brown
34 12 115
30
End of boring a[ 30 fee[.
Groundwa[er not encountered during dtilling.
Borohole backfillcd with nativc soil cutiings on 4/3/9fi.
� Converse Consultants Project Name. Projec[ No. Drawin, No.
EA51'EREN AND SOUTF{WEST'ERN 96-81-4?0-01 �y-1 1
� iniand Empire PORTION OF,THE MEADOWS
Temeculn, Cefifocnie
- Log af Boring NG. BF!-12
Dates Drilled: 4/3/96 L.ogged by: PK Checked by: MSI
� pment: 8" H.S.A. Driving Weip�t and Drop: 140 lb / 3Q inch
round Surface Elevarion(ft): 1084.0 Depth to WaLr(ftl: None Encountered
SiINIIv1ARY OF SUBSURFACE CONDI7TON5 anna� � p �
This log is per[ of the mpoR prcpated by Convcrse for [his projec[ md s6ould be O "" �
V U rcad mge[her with the repor[. This summary applirs only e[ [he location of [kie � � �
boring and at [he time of drilling. Subsurfac: condi[ions may difftt et otk�er � �
�_ � loce[ions end may chsnge et this locatiou wid� the passage of time. The data w N F— � W
� Q U , prsenteu is a simplification of accuel condiuons rncounterrd. � J � �' } w z
� O U
w p c.�7 � � � m m � �°- O
rr�r i iiF7RR..S /f! .P.
SILTY SAND (SD� �n CLAYEY SP.ND (SC�: finc-grained, dazk grnyish
brown 16 13 118
42 15 114
5 nrrirvrrnu rn»n � .
SII.1'Y SAND (SA� to CLAYEY SAND (SCj: fine-grdincd, dark grnyish
brown
SI[.TY SAND (Sh�: fine- to medium e �rained, wi[h 1' [hick coarse sand 13 . 8
1� laycr, brown .
�
29 11 113
1S - medium- to coarse grained
- fine- to medium-grained g g
ZQ
- medium- to coarse-grdined, ligh[ 6mwn 36 3 1�8
25
23 7
30
� End of boring at 30.5 feeL ,
Groundwater noC encountercd during drilling. �
Bomhole backfilled with na[ivc soil euttings on 4/3/96.
� Converse Consultants Project Name. Project No. Drawing No.
EASi'ERENANDSOVi'HWESTERN 9Cr81�?0.01 A-12
� Inland Empire PORTION OF,T}� MEADOWS
Temeculn, Cel�forniu
�og ot l3oring No. BI-l-13
Dates DriDed: 4/3/96 Logged by: PK Checked by: MSI
pmer.t 8" H.S.A. Driving Weight and Drop: 140 Ib ! 30 inch
round Surface Elevation(ft): 1097.0 Depth to Water(ft]: None Encountered
SUIvIr�1ARY OF SUBSURFACE CONDITIONS AMPLE F.. o �
This log is part oF[Le repo[t preperod by Converse for this projtct end should be ' O '-' �
` U rcad toge[k�cr wi[h the report. This summezy epplies only e[ the location of thc � � � F..
boring end at ti�e 4me of drilling. Subsurfacc conditions may diffcr az other � -
L � locetions and may chenge a[ [his lo�ation with the passage of time. The deta W � ~ j �
� Q,U presentrA is e simpli£cetion of acmel conditions rncounccrcd. � J � N }� _
� O U
W CC O . � � J � H
o UJ � CO m � ❑�' O
rnr r T____
� SII.'i'Y SANn (SA�: fmo-grnined, brown 17 8 118 Ct
- some roo[le[s -
5
- some mica 24 $
39 9 128
10
AT T TTVTITAA fllnil SAp7p (S� N$Q."j'y S/�r1D (S}.,{�: �e- [0 12 8
is medium-gx-nined, wich mica, ligh[ grnyish brown
SILTY sAND (Skn m CLAYEY Sn27D (SC7: fuie- ro mcdium-grnined, 30 7 120
2 � with mica, fight brown
SAND (SP): fine-gmined, with mica, light grayish brown .
13 S
ZS - 2' thick Silty Clay (CL) layer
25 17 104
30
End of boring at 30 feet. �
Groundwatcr not cncountcrcd during drilling. �
Borehole backfilled wi[h nativc soil cuttings on 4/3/96.
Conve�se COnsultants Project Name. Project No. Drawing No.
EASTEREN AND SOUTHWESTERN 9Cr81-420.01 �-13
�Iniand Empire PORT"fONOFTHEMEADOWS
Temuuls, Californie
Log of Boring IVo. BH-14
Dates Drilled: 4/3/96 L.ogged by: PK Checked by: MSI
� wpment: 8" A.S.A. Driving Wei�t and Drop: 140 ib / 3Q inch
ound Surface Elevation(ft): N/A Depth to Water(ft): 29.0
SUivIIvIARY OF SUBSURFACE CONDITIONS annP�e � o r
This log is pM of thc report pmpazed by Convecsc fo: this projut end should be � O " �j
� U reed W gether wi[h the mporL Thls aummary flpplloe only et che loca[ion of [he O � F
boring and e[ Ihe time of drilling. Subsurfece condi[ions may differ et other � Z
_ = locetions and may chenge et this location with. the passage oF [ime. The data W � N � �
� Q� preseated is a simplificazioo of ec[ueJ conditions encountcred. � � p },� y
O U
p� �� . . � m m � O a O.
v.r r ;rvrrr�a rrr�n
SiI.TY SAND (Sivn: fine- to medium-grained, dark brown
26 4 119
20 3 105
�
PA1fRA F(IRMATf_ �1 _ 1Z 9
l� SILT'Y SAND (Slvn tn CLA1'EY SAl`7D (S�: fino- [o medium-grnined,
�. �' � . . brown
SaNnY Sn.T R.a.): b�w�, 18 21 104
15
SAND (SP): fine- to coarse v ornined, brown 17 12 96
20
13 10
25
y
— 46 14 121
30
28 18
� Converse Consultants Project Name. Project Ne. Drawin� No.
� EASTERENANDSOUTHVJESTERN 96-81-420-D1 A-14a
� Iniand Empire PORTION OFT}fE ME.4DOWS
Temeculn, CnliFomia
Log of Boring IVo. BH-14
Dates Drilled: 4/3/96 I.ogged by: PK Checked by: MSI .
pment: o" H.S.A. Driving Weight and Drop: 140 ]b / 30 inch
:,round Surface Elevation(ft): N/A Depth to Water(ft): 29.0
SUMMARY OF SUBSURFACE CONDITIONS AMPLE � o �
� This loo is pert of the report preparod by Converse fo[ this project end should be O -�- �
� U - rend mgether with the repor[. 7l�is summary applies on}y a[ the location oF the � � �,,,
�- boring end at [he time of drilling. Subsurfacc conditions mny diFfer a[ other � � z
_ � locn[io¢s and may chnn�e nt t}iis locntion wi[h [he passage of time. The datn W� � � CL
� Q U , presrnted is n simplifiration oF ¢cmel condi[ions encountered. � ��� � }� _
O
� � - C7 � � m m � �°- O
SP.ND (5�: fine- in coarse-grained, brown
SOl6" 20 109
40
End of boring at 40 feeL .
Groundwater encoun[erod ut 24 feet �
Borehole backCilled wi[h nazive soil cuttings on 4!3/96.
Converse Consultants Project Name. Project No. Drawing No.
o Po"R o oF�°EA o�EaN 9�s�.�zo-o� A-14b
� Inland Empir,.
Temmuln, CnliFomin
Log.of Boring Na. BH-17
Datzs Drilled: 4/4/96 Logged by: PK Checked by: MSI
pment: 8" H.S.A. Driving Weight and Drop: 140 Ib / 30 inch
�
vround Surface Elevation(ft}: 1138.0 Depth to Water(ft): None Eocountered
SUMMARY OF SUBSURFACE CONDIT'IONS AMPLE � o F
This log is pnrt of [he rep�rc prepnred by Converse for [his projec[ end should be O '-' �
' rend together wi[h Che repdtt. This summury applies only a[ [he location of [he O W �
= U boring and ¢t [he time of drilling. Subsurfnce conditions mny diFfer et ocher � �
2 � locntians and muy change nt [his locntion with d�e oassnge of time. The dsta w � H.� CC
w � presrnted is a simplificntian of ac[unl condi[ions rncountered. >� � g � W
� �� O m m Z Ov O
�rn.r rr.mr�t (Tp-�;
SAND (S� tn SII.TY SAND (Stvn: fine- to medium-o ained, brown 31 l� 123 ct
- some angular clastr up to 1.5" across, somc pinhole pores and rootlzis
� PATfRA Ff1RMATTf1N!llnl 76/6 6 113
5 X x %
SII.T'T SANDSTONE: Finc- to medium e �rained, ligh[ brown
y .
z
x : max,ds
%. x
X . . X � -T
y. . GI 1�
1� x
x x
y �
%
Y . y .
Y . . .
� " r . - . " - somc clay �0 13 113
1S.".'
. X
z . . r
, ca,ei
x . .:
,_., SANDSTONE: 5ne- to medium-gxained, light grzy 2$ 3
20
. .. . - coarse e m'.ined
m.
25
51 3 110
.. . - finc- tn medium-�rained, some coarse 4$ 6
30
_ x x x x SANDY SQ.TSTONE: with clsy, some finc-giained sand, brown 7$ Z� 114
Converse Consultants Project Name. Project No. Drawing No.
EASTEREN AND SOUTHWESTERN 96-81-430-01
Inland Empire PORTIONOFTI�MEADOWS A-?7a
7'emeculn, Culifortun
Log o� Boring No. BFi-'f 7
Dates Drilled: 4/4/96 Logged by: PK Checked by: MSI
� quipment: 8" H.S.P.. Driving Weight and Drop: 140 Ib / 30 inch
Jround Surface Elevation(ft): l 138.0 Depth to Water(ft): None Encountered
SiTMMARY OF SUBSURFACE CONDITIONS u F o �
� This log is part of [he repott prepared by Converse for [his project and should be O "" 3
� U read toge[her with [hc mport. This summary applies only az the location of the � W F
�- boring nnd az the [imc of drilling. Su6surfucc condi[ions msy diFFcr s[ o[hcc � j- Z
2 = locstions and mny chengc a[ this locn[ion with [6c pacsagc of tima The data w � 'r � CC
F' a prescn[rd is n simpliFication oi nc[usl condi[ions rncouncered. � J � �� },� _
O V
p C�'J � � m m � O° O
� End o(boring at 35 Feet.
Groundwater m[ eneoun[ered during drilling.
Borehole backCilled wi[h na[ivc soil cu¢ings on 4/4/96.
� Converse ConSUltants P�oJect Name. Project No. Drawin� No.
EASTEREN AND SOUTfiWESTERN 96-81�20-01 A-17b
� Inland Empire PORTIONOFTHE MEADOWS
Temeculn, Cnfifornin
wy v� ovru�y �VO. t5i i i5
Dates Drilled: 4/4/96 Logged by: PIC Checked by: MSI
� quioment: 8" H.S.A. Driving Weight and Drop: 140 Ib / 30 inch
round Surface Eleva6on(ft): 1150.0 Depth to VJater(ft)• None Encountered
SUMMARY OF SUBSURFACE CONDITIONS AMPLE F o �
This log is paR of the rcpor[ prcparod by Conversc for this project and should be � `
" U rcad [ngethcr wi[h the report. This summury applies only e[ the location of che � � F
" boring and at [he time of drilling. Subsurfnce condiuons mny differ et othcr � z
S � locatious md mny ch:+n�e nt this locntion wi[h [he passage of timc. The dats w v � � � w
a Q� presented is a simplificntion of ac[uel condi[ions enaun[ercd. �� O O � U �
p �� O m tD � O° O
rni i� rvn ran rnn,i�
SILT'Y SMTD (S1rf�: fine-e ained, Irnce clay, some pinhole pores, dark
brown 15 9 103
� PAiTRA FnHMATInN lflnl �] 8
� � SII..T'1 SANDSTONE: &ne- tn medium-grained, some cluy, brown
x . . %
�c . . %
X
'. x ` _ Fine- to coarse-�rained, some gravel clastr 48 11 127
10 x . .x
X '
%. .
X . . .
. y .
X . . X
� r.� - fine- to medium e °rained � 2� I 1
15 .` .%. "
x . . x
x . . x
x.
— CLAYEY SANDSTONE: fine- [o medium-grained, dark brown 34 11 (23
20 —
� —
���� SANDSTONE: finr to medium e mained, some mics, ligh[ grayish bmwn 1¢ .$
25
r,ei
�x �-���<' SII.TY SANDSTONE: fmc- tn medium-orsined, same mics, brow� 2,Q � �
30 '` .
x. x .
x .
x .%
x.
%. . .
K . .
' . : : ." . - trace claY � 13 12
� Converse Consultants Project Name. Project No. Drawing No.
EASTEREN AND SOUTHWESTERN 96-61-4?0-01 A-18a
. '� Inland Empire PORTIONOF7"HEMEADOWS
Temecula, Culifomin
�vy �� avnny IVO. CS{ i t5
Dates Drilied: 4/4/96 Log;ed by: PI: Cheeked by: MSI
Eguipment 8" H.S.A. Driviog Weight and Drop: 140 lb / 30 inch
�ound Surface Elevaoon(ftj: i 150.0 Depth to Water(ft): None Encountered
SUMMARY OF SUBSURFACE CONDITIONS AMPLE F o �
This log is pnr[ of [he report prepered by Comerse for [his projec[ and should be O '�-' 3
V U read mge[her wiGi [hc report. This summary applies only p[ [hc location of the � � F,
boring end nt [l�c timc of drilling. Su6surface condi[ions may difFer az o[her � � z
2 d loca[ions nnd may chnnge n[ this locntion wit6 the passage of time. The dn[a W v ~ � �
� Q U , presenmd is a simplifitatian of acmnl condi[ions cncountcred. � � � � � w
p � }� 2
� C7� ❑ m m � p Q O
End of boring a[ 35.5 feet.
Groundwater not encoun[ered during drilling.
Borehole backfillcd with native soil cuttings on 4/4/96,
�
Converse COnSUltants project Name. Project No. Drawing No.
EASTEREN AND SOU'PM�ESTERN 9o-S1-4?0-01 ' ('y-1 gb
� Inland Empire PORTION OFTHE MEADOWS
Temcculn, Cnlifornin
Log of Boring No. BH-21
Dates Drilled: 4/4/96 I.ogged by: PK Checked by: MSI
� quioment: 8" H.S.A. Driving Weight and Drop: 140 lb / 30 inch
round Surface Elevation(ft): 1190.0 Depth to Water(ft): None Encountered
SUMMARY OF SUBSURFACE CONDITIONS nnna�E F o F,
This log is parc of the repoR prepared by Converse for this project end should bc O `�' �
' U re¢d rDgether wi[h the repor[. This summery applies only st the locetion of the O � � �
� boring and nt tF�e [ime of drilling. Su6surface condi[ions may differ at other � G
2 � locetions and msy change at this location with tk�e passage of [ime. The dats � N �-- � CC
� Q� presented is a simpli6cation of actual conditioa> encountered. � J � �7 r � 2
O
� �� � ❑ m m � O a O
a.�TT�rtn•. F^ r �.��
SII,TY SAND (Slvn: fine- tn coarse-grninrd, dark brown 14 11 124
�
- W;m �iay 9 16
J
- £me-greined 16 18 112
10
.
rnr r rnrnn�.r rn,-„n Z4 g
15 SIL7'Y SHt�lD (SA�: &ne- to coarse porained, strong organic odor, dark grey
�x ����x PAIIRA FnRMATI(1N lflnl 25 6 11�
2� x ' '
� �:� � SII.TY SANDSTONE: fine- to eoarse v orainrd, light brown
y .
z ' . "
z '
K . . x
— CLAYEY SAND51'ONE: fino- W medium-graincd, light gayish brown 11 1�
25 --
30 — 10 116
— 53
x x" x CL.P.YEY SIL7'STONE: brown 28 12
Converse Consuitants P�oject Name. Project No. Drawing No.
EASTEREN AND SOUTHWESTERN 96-81-020-01 A- 1 a
lnland Empire PORTIONOFI'I-IEMEADOWS
Temeculn, Cnlifomia
Log of Boring No. BN-21
Dates Drilled: 4/4/96 Logged by: PK Checked by: MSI
pment: 8" H.S.A. Driving Weight and Drop: 140 Ib / 30 inch
sround Surface Elevation(ft): 1190.0 Depth to WatEr(ft): None Encountered
SUIvIIvIl�RY OF SUBSURFACE CONDITIONS nnnP�e � o �
'Chis log is pnrt of thc repor[ prepared by Converse for this projeci end should be p " 3
rend cogether wit}i che report. This summary applirs only at the bce�ion of [lie w F
` U boring end az.the time of drilling. Subsurfece conditlous may diffec at o[her � j z
S � locazions and may change et [his locetion with [he passage of time. The dsts w v � ~ � W
� Q U , presenmd is a simplifica[ion of actual condi[ions encountercd. � J � � }� _
O U
p �� � o m m � O° O
,—x
x —x
x— x
x
x
�"
�s 57 lI 116
40
End of boring at 40 Fexc.
Groundwatcr no[ rncounteted durin� drilling. � �
Borehole backfilled with nstive soil cutYings on 4/4/96.
�
� Converse Consultants Project Name. Project No. Dnwing No.
EAST"EREN AND SOUTFiWESTERN 96-8�.��0-0� � A-21b
�Inlard Empire PORT]ONOFTk�MEADOWS
. Temeculn, Cnliforn�n
Loa of Boring No. BH-22
DaEes Drilled: 4/4/96 Logged by: PK Checked by: MSI
�uipment: 8" H.S.A. Driving Weight and Drop: 14016 / 30 inch
Ground Surface Elevation(ft): 1222.0 Depth to VJater(ft): None Encountered
SUMNIARY OF SUSSURFACE CONDITIONS AMPLE F ._. o F
This log is par[ of the report prepnred by Convcrse for this Pmject end should be � '-' �
' U rend [ogetlier wiih the repor[. This summary appfies auly a[ [he location of the O � F
� boring end at the time of drilling. Subsurface condi[ions may difftt a[ o[her
2 � locations and may change a[ this loca[ion wiih ffie passage oF [ime. The dmn w � ? � fL
a Q U , presen[ed is e simplifics[ion of ac[vel condi[ions encoun[errd. ��-' � U7 W
W CL ' "� � p } � _
� J Q I'-
� �� . � m m � O� O
ARTIFf('TAi F7T 1 /Afl �
SII.1'1' SAND (SA�: fine-grained, some mica, light brown �
14 15 !04
CI.AYEY SP.ND (SG�: finc- to coarse-grained, motticd with Si1ry Sand 4� 1� 126
5 (SM), dark brown
�
� .
rn� r rnmrnx rrM�n 15 7
10 SAND (S�: fine- to medium o �rained, motiled with some gray, li�h[ brown
. SL[,TY SAND (S1v�: fine e �rained, some pinhole pores and caliche, ligh[ � 3� � l lz
i$ brown
_ = PATIRA Ff]RMATIfINlhnl 73 8 122
20 '` '
x ' . ' . ' x SIL.T'Y SAND57'ONE fine-grained, with clay, Lght brovm
x
`.' .
x .
K . .�.
x�' ' 43 5
�5 y. x .
� x ' - coarse-grained, friable
y.
'. .
x . . .x .
X "
. � .
-��� SANDSTONE: fine- ro medium v arained, ligh[ bmwn S�/$" 6 1Q9
30
` SILTY SANDSTONE: fine o � - ained, with clay, brown � 69 1S 117
Conver'S8 CoRSUIYants Project Name. Project Nc. Drawing No.
EASTEP.EN AND SOUTHWESTERN 96-51-4?0-07 A-22a
�Inland Empire PORTIONOFTHEN[EADOWS
'Temeculn, Cnlifornia
Lag af Boring No. BH-22
Dates Drilled: 4/4/96 Logged.by: PK Checked by: MSI
�pment: 8" H.S.A. Driving Weia�ht and Drop: 140 Ib / 30 inch
vround Surface Elevation(fr): 1222.0 Depth to Water(ft): None Encountered
SUMMARY OF SUBSURFACE CONDITIONS AMpLE � o �-
'Chis log is psrt of che repott prep¢red 6y Converse tor this project and should be O " � �
� U rend roget6er with [he mpon. Thie summ�y nppfiea only ¢t [he locution af the � � �
borirtg nnd az[k�e [ime of drifling. Subsurface condi[ions may dificr a[ other � z
2 = locstions nnd mny change et this lor�tion with the pessage of time. The dars w � � � w
� Q� preunted is n simplification of ¢ctual aonditions encounmred. � � � �, � _
� U
� I.a � � m m � � a O
x .
� 'X ' X '
% .
%
X X
X
Y ' SIl.TY SANDSTONE 5ne-grained, with clay, brown 5$ 4
40 '
End of boring az 40 feet.
Groundwater not encountered during drilling.
� Borehole backfillnd wi[h na[ive soil cuttings on 4/4/96.
� ConveCSe ConSUltant5 Project Name. Projeci No. Drawing No.
EASTEREN AND SOUTHWESTERN 96-81-420-01 A-2�b
�inland Empire PORTIONOFTHEMEADOWS
Temaculy California
Log of Boring No. BH-25
Dates Drilled: 4/18/96 Logged by: PK Checked by: MSI/MOC
�uipment 8" H.S.A. Driving Weight and Drop: 140 Ib / 30 inch
uround Surface Elevation(ft): 1235.0 Depth to Water(ftl: None Encountered
SUMMARY OF SUBSURFACE CONDITIONS AMPLE F. o i.-
This log is pert of the report prepnred 6y Converse for this project end should be � ' �
� U rcnd rogether witi� [he rcport. 'lliis summary applies only at [he locacion oF [he � �� �
— boring and az thc time of drilling. Subsurfacc condi[ions may differ et otha �
2 � loca[ions ond msy chnn�e at [his Iocntion wi[h [he passage of r.ime. The dsts W � � � w
a a� prescnted is a simplification of nctu�l conditions encountered. � � � N }� _
O p
O C�9 � O m m � 0° O ��
Pnrrnti FnR�,rn�nnN rn„� j
r % I
� SQ.TY SANDST'ONE: fine- to medium-grained, friahle, ti�hc brown . i
x ... x .
1] 4 108
y .
X. . .%
x . . 35 ', 112 .
S x ' ' x
y .
X . . .
X .
Z . . .
X "
Y %
X
lo Z
Y %
%
Y .
x .%. i
_.__� SANDSTONE: fine- to coarse e �a.ined, brown 4� 9 110
1$
2�
- trace of silt 5] 7 I 14
25
40 6 113
30
� Converse Consu�tants Project Name. Project No. Drawing No.
EASTEREN AI�ID SOUT1iWESTERIJ 96-B1-4?0.01 A-25a
� fniand Empire PORTIONOFTHEMEADOR'S
Temecula, Cnli(ornin
Log of Boring No. SH-25
Dates Drilled: 4/18l96 I.ogged by: PK Checked by: MSIlMOC
�uipment: 8" H.S.A. Driving Weight and Drop: 140 ]b / 30 inch
Ground Surface Elevation(ft): 1235.0 Depth to Water(ftl: None Encountered
SUMMARY OF SUBSURFACE CONDITTONS nnnP�e � a �
This log is paR of [hc report prepnred by Conveae for this project end shouid be O "' �
� U � rend [oge[her wi[h [he rcpoR. This summary flpplies only et [he locs[ion o(the
W
borino and ¢[ [6e timc of drilling. Subsurface condi[ions may diffcr nt o[her � �'~
2 � locati�ns end may chnnge at [his locntion wich [he passage of [ime. ihe dsta W � F- � W
a Q� presented is a simpli6cation of ¢ctunl ronditiona enroun[ered. �� Q N y , � �
O
p r C� 7 � O m m � p D' O
:: _. SANDSTOY�: finc- io coarso-graincd, brown 4$ 6 1�7
�x �.�.�x' SII.TY SANDSTONP: fine-orained, trace clsy, brown 49 1� 1�9 �
4O `
x . .x
tc . . x
X ' �
; X
X r; X 48 9 106
45
End of baring at 45 feet.
Groundwater not encountered during drilling. � �
Bomhole backfilled with native soil cutIings on M18/96.
� Converse Consultants P�oject Name. Project No. Drawins No.
EASTEREN AND SOU7'HWESTERN 96-SL-420-0I A_-25b
�In{andEmpire PORTIONOFTHEMEADOWS
Temecula, CaliFornin
Log of Boring No. BH-26
Dates Drilled: 4/18/96 Logged by: PK Checked by; MSI/MOC
�quipment: S" H.S.A. Driving Wei�ht and Drop: 140 lb / 30 inch
Ground Surface Elevation(ft): 1260.Q Depth to Water(ftj: None Encountered
SUMI�4ARY OF SUBSURFACE CONDITIONS nnnP�e F. o F
7'his log is psrt of [he report prcpered by Converse for this project and should be � "" �
� U read toge[her wi[h the report. 'lliis summary applies only at [he locntion of [he � �� �
� boring and at the time of drilling. Subsurface condi[ions m¢y differ az o[her �
2 � loc�tions and m¢y chnnge st ILis locatian with [he pessagc of [ime. The dsta W Y � � � W
prescnted is a simplificn[ion of ac[uril wnditions encoun[ered. �
� p }� 2
� C7 � - � � m n � �°� O .
� PATiRA FhRMATI(lN /flnl
x '
� SILTY SANDSTONE: finc-grained, [r2ce clay, lieht gcayish brown 23 1� l�s .
x.'..x.
x .
x'
Y " 28 8 105
5 x
x %
� . . x
x .
x Y
X
%. . .%.
' SANDY SII,7'STONE: fino- [o medium-g�ained, fight grayish brown 3� 16 114
10 •
x'.x.
x .x
>
xxx%
y
`x x
x x
x. x
�� SANDSTONE: Fme- [o coarse-�ned, [race clay, dark ceddish brown 1/i0" 1] 12�
15 "'
- light brown 50 7 119
20
End of boring at 20 feeL �
Groundwatcr no[ encountered during drilling.
Borehole backfilled with native soil cu¢ings on 4/18/96.
. Project Name. Project No. Drawin No.
� Converse Co�suf�a�ts g
EAS7'EREN AND SOUTHWESTERN 9581-02D-01 �_76
inland Empire PORTIONOFTHENEADOWS
Temeculn, Cdifornie
Log of Boring No. BH-27
Dats Drilled: 4/19/96 Logged by: PK Checked by: MSI/MOC
� quipment: 8" ri.S.A. Driving Weight and prop: 140 Ib / 3G inch
round Surface Elevation(ft): 131D.0 Depth to Water(ft): None Encountered
SUMMARY OF SUB3URFACE CONDITIONS AMPLE � o F
This log is patt of [he report prepared by Converse for [his project �nd should be O � �
U read [o�e[her with [he report. This summnry npplies only at [he locacion of [he � � F,..
= boring nnd s[ [he [ime of drillin�. SubsurEuce eondi[ions mny difFer ac o[her � Z
= a locntions und mny chnnge n[ this locn[ion wi[h [he passage of time. 'll¢ dn[a w � F— � �
a Q� presrnvd is a simpliflcncion of nemal condi[ions rncoun[ered. � J � � }� _
O
� �� � m m � O°� O
a��rru� �rr ran
SAND (SP): medium- to coarse-grained, light brown
:::. pAIiRA Ff1RMATT(lN ffl,�l 7 7 loo
:::: SANDSTONE: fine- ro medium e�rained, sGghtly friable, li;h[ brown
5
27 8 112
10
— G7.,AYEY SANDSTONE: very fine-grained, with thin interbeds of claycy 2j 10 11$
15 — sil[stann, 6rown
20 —
-��-� SAISDSTONE: fino ro medium-grained, Ggh[ brown 27 13 1�7
25
30
- witl, silt 50/7" 9 114
� COnvefse ConSUltantS P�ojec[ Name. Project No. Drawing No.
EASTEREN AND SOCR'FIV✓ES"1"ERN 96-81-4?0-0f A-2'�a
Inland Empire POATIONOFTF�MEADOWS
Temuuln, Culifornin
Log of Boring No. BH-27
Dates Drilled: 4/19/96 Logged by: PK Checked by. MSI/MOC
� uipment: 8" HS.A. Driving Weight and Drop: 140 Ib / 30 inch
�round Surface Elevadon(ft): 1310.0 Depth to Water(ftl: None Encountered
SUMMAIZY OF SUBSURFACE CONDITT�NS AMPLE � o F
7'his log is purc of [he report prepnred by Con�ewe for [his projecc and should be � '"' � !
= rend coge[her with the repo¢. This summary applies only et the locncion of the � � � - �
U borin� end s[ [hc [ime of drilling. Subsurfacc wnditions msy diffcr n[ o[her � � I
_ = loc�tions and may chan st [his locntion wi[h thc pacsage of time. The data W � � � � w
� Q� prrsen[ed is a simpliFcntion of ncmal conditions encountcmd. _ � J O O r U T
� � J Q H
0 C7 � �[D m � ��' O
����� � SANDS"CONE: fine- [o medium a�'ainnd, light brown
— CL.P.YEY SAND57'ONE: fino- w course v orainrd, reddish brown 56 12 121
40 —
— - aedium-erained -
— S1 11 127
45
End of boring a[ 45 fee[. �
Groundwa[er not encountered during drilling.
Borehole bae[cfilled wi[h na[ive soil cuttings on 4/19/96.
� Gonverse Consultants Project Name. Project No. Drawin� No.
_ �� EASTEREN AND 50[1THWESTERN 9581-4?0-01 A_`Z'7b
�� Inland Em 11'2 PORTIONOFTHEMEADOWS
P Tcmeculn, Culifornin
�og of Boring No. BH-28
Dates Dril]ed: 4/19/96 Logged by: PK Checked by: MSI/ivIOC
�pment 8" H.S. A. Driving Weight and Drop: 140 Ib / 30 inch
�-round Surface Elevation(fr): 1280.0 Depth to Wafer(ft): None Encountered
SUMMARY OF SUBSURFACE CONDITIONS nMP�e r o �
This log is part of thc report p�epared by Converse for [his project and shoufd be O "" S
� read together with tlw repott.. This summary applies only at the locetion of r.he W F-.
U � �
boring and at [he time of drilling: Subsurfacc condi[ians may differ et o[her � � z
= loc¢tions nnd may change ¢[ chis {ocation wiHi [he pnssage oF [ime. The dsra w H � �
� Q U , resen[�d is a sim lificntion of ac[ual condi[ions encoun[ered. � Y � � W
P P �� O p � � F
0 � 0 o m m � �°- O
pntrxe ^nRnn��n�� rn-,�
x �
�� SILTY SANDSTOPIE: fine- tn medium-grained, tace clay, friablc, G�h[
% .x . Y . brown 25 6 118
'�" - somc pinholc porrs and rootlets
x . y .
. v z 28 Pi li
5 x ' "
y x
x , y .
K ',' . '�
X "
%��` �%�.- light grayish 6rown to brown 50/$" 7 124
10 `
y . x
y
x .
z Y
x
z - . .%
1S x' '
K . .
Y x
z . .
X x
^ %
X
'��x - fine e �tained SZ 9 116
20 "
x . . z
z %
x
x. . .x
X '
y x
x .
25 x . .x
X '
z . . z
y .
X . . X
y .
%. . .
— CLAYEY SANDSTONE: Fine-grained, brown 48 14 114
30 —
— 55 13 122
� COnVef50 C011sultants Project Name. Project No. Drawin� No.
$'�° PORT ON OFTFIESM 96-81-4'_0-01 A-28a
� Intand Empire Temrcula, Cnlifornin
Loa oi Boring �ie. BH-28
Dates Drilled: 4/19/96 Lo�ged by: PK Checked by: MSI/MOC
�pment: 8" H.S.A. Drivin� Weight and Drop: 140 Ib / 30 inch
.iround Surface Elevation(ft): 1280.D Depth to Water(ft): None Encountered
SUMMARY OF SUBSURFACE CONDITIONS AMPLE F o F
ihis log is part of the rcpoR prepazed by Converse for tfiis projeM end should be 0 " �i
— rcnd [o�e[her with thc repor[. 'Chis summery applies only e[ [he loegtian of [hc � �
" U boring and nt tim [ime of drilling. Subsurf¢ce wndi[ions mny difFer a[ other � � z
S � locstions and mny chnnge ¢t Chis loca[ion with the pessage of time. Tne dsts W Y � � � W
� Q U , presented is a simplificazion of actunl condi[ions encountered. �i J O }� _
LiJ �g 6 m m � ��' O
6 C:j J
—� CLAYEY SANDSTONE: fine e �rained, brown
���� SANDSTONE: finc- to coarso-graincd, ligh[ brown f)7 2 11S
40
Pnd o(boring u[ 40 fee[. .
Groundwa[er not encountered during drilling.
Borcholc backfilled w'ith ns[ivc soil cuVings an 4/19/96.
Converse Consultants Project Name. Project No. urawing No.
EASTEREN AND SOUTfiV✓ESTERN 96-81-02D-01 7
� Inland Empire PORTIONOFTHEMEADOWS " �
Temeeul¢, CaliFornin
Log of Te�t Pit No. T-8
Dates Drilled: 4!5/96 Logged by: PK Checked by: MSI
� quipmenE: 3' �ackhue Driving Weight and Drop: N/A /
ro�nd �EUf�E� �l�sation(ft): I�/A D�p� to W�t�r(ft): hton� �neount�r�d
SLTMMARY OF SUBSURFACE CONDITIONS AMPLE � o �: y.
- This log is part oi [he report prepared by Canverse fcr this projec: and should bc O `-' � Q
v U read rovether with [6e report. This summary applies only az the locazion of [he O � � O
tcst pit end at [6e time of drilling. Su6surfa.ee conditions may differ at other � z- Q �
2 � locations and mey change ei this locotion with thc pessage of [imc. The dara w � F � ��
� pruented is a simplif�ca[ion of acmal conditions encountered. � � � �� O�
O C7 � � cC � � O Q U m tn
0 m m � ��- a F
Ar.T.rnrrnn-s maii
SAND (SP): medium- to coarse-grained, li�ht yellowish brown 8 � 18
- C'(lT 7.TTVTTTM (Rj-n T 11
SLLTY SAND (Stv�: fine- to medium-grained, brown
- trace clay, some pinhole pores
5
7 111
Test pit terminated at 7 feet.
Groundwater not encountered during excavafion.
Test pit baclfilled with native soil cuttings on 4/5/96.
N 0 W .�
0 _. , . , . , .
- � -. . _ . . , _. � �.
i � k ; � '_� •, � ,� r.
�II`` ' ,
5 ' '
�I.
10
SCALE: 1"=5" (H=V)
� ConveCSe Consult�nts Project Name. Proiect No. Drawing No._
�� !nland Empire EASTEREN AND 96-81-420-01 d_ Q
� SOUTHWESTERN PORTiGN � � 3•
Log of Tesf Fit No. T-9
Dates Drilled: 4/5/96 Logged by: PK Checked by: MSI
�vipment: 3' Backhoe Driving Weight and Drop: N/A /
Ground SurFace Elevarion(ft): N/A Depth to Water(ft): None Encountered
SUMMARY OF SUBSURFACE CONDITIONS AMPLE � o � �
Tnis log is psrt of the repott prepared by Converse fot this project and should be O '-' ? �
i.. U read cogether with ti�c report. 71iis summary applies onJy at the loca[ion of [he � � � �
= test pit and n[ the time oF drilling. Subsurfuce conditions may diFfer nt other
2 � loca[ions und mny chn ee nt [his loca[ion wi[h [hc pnssagc of [ime. The da[s W � F � ��
a Q� presen[ed is a simplificazion of acmnl conditions encounmred. �j � � N O I—�
W [Cp �� � O � U m �
� C� .� . ❑ m m � O° Q H
('(lT T TTVTfTM (�rn �
SAND (SP): fine- to medium-grained, light brown
- 1Z" of abundant rootleu aod pink�ole pores
SAI�ID (SP) to SIL.1'Y SAND (Siv�:
$ SAND (SP) to SII.TY SAND (Slv�: medium- to
coarse-grained, trace clay, brown
- light yeflowish brown, occasional pinhole pores, some rootlets
Test pit terminated at 6 feet.
Groundwater not encountered during excavation.
Test pit backfilled with c�ative soil cuttings on 4/5/96.
� N 22`W
� � � � . . �
; � --.• . ,• , . �� .
- �-,�- � . , � � � '
_5 _ _ -. _ , _
,
SCALE: 1 "=5' (H=V)
� Co1� er52 Consu�tarts Project Name. Project No. Drawin� No.
� Inland Empire EASTEREN AND 96-8 1 112 0-01 �-40
SOUTHWFSTERN POP,TION
9�"£��£ Pv� °�65's�5
Log af in est Pit Na. T-'! �
Dates Drilled: 4/5/96 L,og;ed by: PK Checked by: MSI
�uipmeot 3' Backhoe Briving Weight and Drop: N/A /
Ground Surface Elevation(ft): N/A Depth to Water(frl: None Encountered
SUMIViARY Or SUBSURFACE CONDITIONS AMPLE F o � �
This log is part of the repoR prepared by Couverse for [his project end should be O '�' � �
Y U read t oe[her with thc repor[. This summery applies only a[ the location of [he O � � O
= tes[ pi[ and e[ [he [¢ne af drilling. Subsurface couditions may differ et other
S � locazions nnd may chenge a[ riiis locn[ion wi[h Che passage of [ime. 'Il�e data w � � Z �
� �
� Q� presen[ed is a simpf ification of actual wnditions enwuntered. � J � � }� O I—
w [Cp � � � O � � Qw
� C7 � O m O � � a J �--
AT T TiVTfTM (nall
SILTY SPSID (SNn to CLP.YEY SAND (SC): fine- to i 4 i 1 i
medium-grained, micaceous, light brown
S1LTY SAND (Sivn: medium-grained, some mica, grayish
brown
5 11 118
C'(lT T TNTfTM (nrnll �
SAND (SP): fine- to medium-grained, with mica, light
10 yellowish brown
Test pit terminated at 13 feeL
Groundwater not encountered during ezcavation.
Test it bacl�illed with native soil cuttin s on 4/ /96.
-�-- N ' 2 g° W _
0
�fi l l I:I I 1�11: =1%�,��/�///��� � ,' ���
. . `� ,� � ,
.,
,��; ��
5 ` .Co cret Pipe
- - � . .
70 . . .
1
SCALE 1"=5` (N=V7
Converse Consultants Project Name. Project No. Drawing No.
EASTEREN AND 96-81�20-01
� inland Empire SOUTHWESTERN PORTION ��-�'�
Log oi Test Fit No. T-15
Dates Drilled: 4/5/96 Logged by: PK Checked by: MSI
�quipment: 3' Backhoe Driving Wei�t and Drop: N/A /
lround Surface Elevation(ft): N/A Depth to Water(ft): None Encountered
SUMMARY OF SUBSURFACE CONDITIONS u�nP�E F o � }
'fhis log is pnrt of the repoR prepnred by Converse for [his proju[ end shouid be O � � �L
`� U rend Ingether with the reporL This summary appliu only e[ [he loca[ion of the O W� F O
� test pi[ and a[ IF�e [ime of drilling. Subsurfece condi[ions may differ a[ o[her � � z Q
� � � locetions end may change et this locution with thc passage of time. The dsta w F � ��
� Q U , pmseo[rd is a simplificetion of ectual condi[ions encountered. ) Y � fD p�
W ¢ p - �� O � >- � m cn
� U' J � CO O] � Q Q' J F-
� ARTIFI('iAT FfT T (Afl �
SII.TY SAND (SM): fine- to medivm-grained, moist, dark gray
5 SAND (SP); fine- to medium-grained, with mica, moist, brown
10
� - ATS.TTVTfRvS
SAIQD (SP): medium- to coarse-grained, some rouoded clasts
up to 1" across, light grayish brown
Test pit terminated at 14 feet
Groundwater not encountered during ezcavation.
Tes[ pit bacldlled with native soil cuttings on 4/5/96.
N 48'W
-�
0
5
10 .
SCALE_ 1"=5' (H=V}
� Converse Consultarts Project Name. ProjectNo. Drawin; No.
� lniand Empire EASTEREN AND 96-81�20-01 �-40
SOUTHWESTERN PORTION
Log of Test Pit No. T-16
Dates Drilled: 4/5/96 Logged by: PK Checked by: MSI
�pment: 3' Backhoe Driving Weight and Drop: N/A !
Ground Surface Elevation(ft): N!A Depth to Water(ft): None Encountered
SU7vIIvIARY OF SUBSURFACE CONDITIONS AMPLE � o � }
- This log is pert of the report prepercd by Cooverse for this project end should be O `-' � CL
V read [oge[her wi[h the report. This summary applirs only st tfie location of the O W� � O
= [esc pi[ end az[hc tunc of drilling. SubsurFace condi[ions may differ e[ o[hcr � z a
� a locations end msy chsnge at [liis loca[ion wi[h the petsage oi [ime. The ds�a W. v � F � CL �
presented is a simplification of acmnl condiCions encoun[ered. � J � U7 O�
O ?'� mtn
� C� � � m m � �°- � H
AR"i'!FT('TAT. FTT 7. (Afl
SII.TY SAND (Sivn: fine- to medium-grained, light broum � l � o
('f1T7.TiVITTM (nrnll
SII.TY SAND (Stv�: fine- to medium-grained, brown
$ 7 113
- yellowish brown
Test pit terminated at 6 feet.
Groundwater not encountered during ezcavation.
Test pit bacl�illed with narive soil cutrings on 4/5/96.
0
- I_- _
:� - �-
5 _ E: I- _ -
1 � SCALE: 1 °=5' (H=V)
� Converse CanSUltants Project Name. Project No. Drawing No.
� !nlanu� Empire EASTEkEN AND 95-81-420-Q1 �_q,'�
SOUTHVJESTERN PORTION
8" �'f�£�v4��a�9ti'L�
Log of Test Pit No. T-17
Dates Drilled: 4/5/96 Logged by: PK Checked by: MSI
.�uipment: 3' Backhoe Driving Weight and Drop: N/A /
Ground Surface Elevauon(ft): N/A Depth to Water(ft1: None Encountered
SUMMARY OF SUBSURFACE CONDIT'IONS AMPLE F o � y
This log is part of tlie report prepnred by Converse for [his projcct and should be . O '� > ��
� U rwd tn ether with [hc r_ ort. This summa a lies onl e[ [he locetion of thc O W � O
� �. . ..ep.... _..._ __ -�'..p�..----�'- -- ---...... � � �
— [es[ pit end e[ [he time of drilling. $ubsurfnce conditions mny diffor a[ other � r Q
S � locut�ons end may chnngc et this location with [he passage of time. The dsts i v N I— �. CC �
� Q� presen[cd is n simpliFcn[ion of acmal condi[ions encountered. � J � � O H
w [cp � � � � � � aw
� U'J O m o � p�' JF—
PATTRA F(IRMATT(lN (Chil
C��`_'EY SAI� (SC): fine-grained, weather>_d, light brown 13 I li
SANDSTONE: fine-grained, friable to medium-hard, light
brown
5
Test pit termi�ated at 5 feet.
Groundwater not encountered during excavation.
Test pit bacl�illed with nafive soil cuttings on 4/5/96.
N 5 2 �
; ,
5
SCALE: 1 (H=V)
10 �
� Conve�se GDnsUltants Project 1Qame. Froject No. Drawing No.
� lnfand Em irA �ASTEREN AI�I7i 96-8i-420-01 �_�g
R � SOUTHWESTE.RN PORTION
.,.- .,. .... . ... . .........
�.
• LOGS OF CPT
(from referenced Converse report dated December 9, 19891
Location Map 5ymbols:
cPT - t CPT Locations
.
SUMMARY
paTE DRiLLEO: ��—��pp BORIN.G N0. WB-1
- Twn �oruart ��rtics o4L� aT i�[ Locai�on or iw6 son�c .wo .r rw[ �C � -` �C 4 t
T��CY�G�ILLI�G. fYtiY���CCCp�OrtlO�ir��D���P�TOTnOLOCaTIDx� �'�i q�, �6 <'
� L!� ��[0 uaf CwaY6[ at TMII LOCITIGY �Ilx TMC ��l1�CC Cf Tlu[, Tw[ DLTa C L Cw
' IH p Q" a� PAElErTC� R� Yr�L�I1C�Tlp� O� aCTIl�L CCMEIT�o�S C�COY�TCIICO. w. �S'} �' A �\
F£Ef bt 6 ELEVIITIDM: i 12�5 }'• Ci hl ^ }} � �
� SM siightly ioose#o brown COLLWIUM ��af)
moit, - medium SILN SAND
to � dense tine to medTum grained;
� sfightly visibie ainhole voids; trace � ,c iQ2
O moist of rounded grave(
2 I 1 7 108
5
3 brown BEDP.00K Push � 104
?AU6A FORMATION (G�?)
O SANDSf ONE
4 2 I �ne to medium groined p�sh 4 107
with occasionol coarse + 2
� sand stringers and grQVel�y
inferbecls .
I
� IS
$ 3 b 1 D=t .
End of boring at 16'
No groundwater encountered
No caving
Backfilled and tamped
zo I
�
25 �
c
0
� .
a
n
� ao
o * Kally weight; ?SDO pounc�s, 0-i� feet}12-inch drop
� `."�ESTERiv PORTION OF "THe N'�ADOurS�� Pro�eqNO.
; Roncho Cali�omia� Califomi❑ 68-81-1=6-01
° for: R�ncno Califomio Davelooment Company
0
�q� Draw.ng tyo.
� ` " d�� �OiiV°fSc'i E'.GRSU{iaiiLS ER� Empi,
� �� a.-t
SUMMARY
,� i-8--8s BORING tVO. WB-2 -
' T.n awuu� ����Ra o.t� ar rrc �ac.tm+ or iM�s �o.��c �vo ar ie( p
nucero���u.c. Suasu�r�c[cnm�Tro+a..•tni�rc�atar.[��oc�nou 'C � ��s�4 (aY �
[ ��v �u� [n�w[ �T T�LL LoUTIO� �RM Tw[ naasac[ Cf TWC. Tw[ o�T�. � O C p o
S]E'TM �" neC3C4T{p Il � 11N'LII�4TIOV 0I aCTUtL COMCITIO�Ii CNCOY✓TCRCC. �£. 4 ' S L1' <}
• 'A j` � '6O \ '• \C 4 J y\O \
FEET b� 4 E'= ATIO�+: I Z T.� � 4 T �
� 5M dry fovse light TOP50IL
brown 5lLTl' SAND
trace c�dy; fine to medium
slighiiy br�wn qr°���
moist f BEDROCK
I PAU6A FOWJ,ATICN (QP)
s ! S,4ND5TONE
1 O medium grained; morsive; 7 6 ��$
� highly weaYhered; some
eoars� sand; troce si I t
� me�erately weath>_red
below 7'
at con act __
moist I very fine grnined with silt
i0 5 10 1D3
2 �
�meoium grained, massive
horizontaf contact at l5`
� is ----- �
3 reddish . very fine grained with siit 3 1� 1D9
brown
❑r�dariona� contacf at ?8'
9 � Y — — —
� rine to medium grained _
20
4 slightly light undvlatory contact at 21' b 7 1D7
moist brown — ` — —
very fine grvined with silt
>
9 � y ------
ZS f fine to coarse grvined-
$ O I with ❑ tra�e of grvvel; 19 6 112
massive; faint cross
bedding at �7 - 28'
�
�
a
0
m 3D
� t Kelly weight: 2500 pound� 0-25 feet , ^�nch dro
� 1500 oound, �5-<+', feet - P
W�SirRN POkTION O� "TiiEIJMrADOWS" Pro�ectNa.
koncho Califomin, CaliTOmia 88-B1-148-0
� for: Rancno Cn1 ifornia Deve Company
� � �ra..mg No.
� � Converse CoRSUltants dnland Empire A_2
°
SUMMARY
D�'rE DR�LLE0:1 I�p�pp BORING IVO. WB-2 -
T.q �vru��f �rrt�[a on� ar rw[ �ouT�o+ oe iw�s ees�r[ .wn .r iw[ ' C p • C C 9
TIY[pfO�ILLII�G. SY{1Y�I�C[CGOIT10�6u�lCIfI[YtTpT�C11LOClTIpM{ 'Y q C O� l
•. OE�Y. `'� �aG �ui CwtuYC �T TwU LCC�TIOe �ITw TMC �ali�GC Of T�uL TwC G�T� C + - c �p�
FE � � � .•[sc�rcc �a a su.rununo. or �crud� co.oir�o+s c.cou+rc�cc. .Y fy,� Li� c,.
O
5 C ,y y y
�° b ELEVAT�Dw: 121�� `'F�'
0
SM dry loose light TOP50IL
brown 51LTY SAND
trace cfQy; rine to medium
� sfi�htly browrn 4����
moist � BEDROCK
PAUHA FORN�ATICN (Qp)
5 SANDSTOhtE
� O me-dium groined, massive; � 6 ��$
� high(y weathered; some
coarse sand; troc- silt
moderatefy woather-d
belrnv 7'
❑t con ocF _ _ �
moisF very fine grained wi'th silt
�o -
2 � 5 10 103
�medium groined; massive
c5 Fc-izor.tal cor.tact at 15'
. 3 reddish . very Tine grcined with silt 3 15 109
brown • • �
❑r�dotiona� contact at ?8'
9roY — — — — —
fine to medium groined
20
4 slightly light undulatory contact at 21' b 7 107
moist brown very fine grained with silt
�
9roy -----
25 O � fne to coorse orvined�
5 3 wi th o trnce of gravef; � 9 6 112
massive; faint cross
bedding at J - 28'
0
�
�
n
`o
0 30
o * Kelly weight: 2500 pound� D-25 feet �^�nch dro
� 1500 oound, 25-�+' feet - �'
W�SitRN POkTION OF "TiiElvirADOWS" Pro�eClNO.
�ancho l.alifomia, Caliiomia gg_g�_�.�g_p�
� for: Rancno Cal ifomio Deve Company
0
F � Con�erse Consuftants EnEarsd Erszpire Dra..�ngNO.
c A-2
• --- ----------------- -----------------�
CQ[�tE �=NETROt'1cTErt TcST D:.-A
ct
1 SOl'�iQiN6 : C7;-i L�CdT[Og : F:Nr>7 C6Lf�9N[F:
PpQic•-T : �Ci_id v�-Jill_ iM572GM_N� : �I:C3c�iae
: P4�.ic•-T `la: ea-'I_�nv'd- rL=ri�7NIC=: il
T_�� u�T_ : 1!'�1_t OPcnniue� . ==/Si �
: Assuned �-�:� ;❑ Yater (Feecl= t7 SaiL iatat Unit �et�n! fpcfl = L1S
XRY7..Ic�. R!r'I�f 67Il9 6i14 9IlP 6dIIF Sil� $
�r!! � �r,o �d =�rtac � �ni wrr.a n u� �o-ant h,,:
«n «� c� �r r� m� rst�
L: Qi.°. 0.'S %� 7=- =8 �Y_n ��i.� I�-:; L`_� .
i.'r t51.: 7_41 ��i �� S� 7r�) f0--^ i0 a) Y.�
i7 �SiS L= �.J TD °1� �A � W-�? )I:� :SiA
{.A .�' _� 'U�Tc7 ..�`..r:.,�T .�",.r? )1W il[4
� J li�.! ? `7 �C'�.'7F7 �" _idi CA 1100 )l�b
6.J - l6_: ii9 KLl a:.=i:n -+:6 1Lf4 >L.M
1.o t=:.9 Li° .�1.iTE( ��ilt �iT >lu1 1[CJ
H_9 TI.1 iv h.-0f w.T-iLI �1:i $F1W iIW ? 31 I.ii •
4.0 T�7.4 {.l4 �Q,:�ET A.l-i...7 1A )lC0 )t�A
Io.G IL;.B 1.� i.a � SiTi i.. � �-�Z �-�SCO =-I[0
L1.0 L�1.0 L_°? iiui �nv-1?'v[ 5 %�+ .iri'1 - b]-'T! '�
L' P �1 L.?{ AO ili $I! i( iA 7r�D �-il L`� ;ri�' .
6.o tw.a �.�t san s�o-�ar �t ;c-s �o +a-;� w-�
ti.o � 1CL: L6 A9 19 STC� �0 'S-+� W? i0-a1 1a-�
LLO I[fl.9 U.°I S20 N SL''. Si.l Yr'� 70-�t �-i0 NO
Ii0 ii.4 L3 Stlli 578-�"T S�!.I 65-� Sr'A 2�!4 #-il •
v.c ue.t a.� s+a ra 3� ua a_a +o-!z a-;� w-s�
�a �� t� sw �n sa., �a x-� �aa +a-�o to-;i
1s.o t2o t� s+a m su sa ;a-� �a-a � ao-w
ao cn.t Lis s+o m s�tn saa �r� to-�z 50-3c rrx
n_u tbo ts s�o m�.n sw m-� So-+z � ro-x
na �s n.a; s�n m Z� �u :c-� w-a � +o-;�
�.a �s 3.44 s:m sa;-..-�* �i o.=,o �o-!s z�-3
Zi.0 4t_6 =A t' Q,.'T-�Z Q+.'T i�.A 1�70 116 i16
E.6 1W�1 i3 ��i70f Q.nT-u7t QAT }lID SIOO di4 i19
75.G �S lT� �QATE S�-�+�. f �FT �P A FO-3D
. 57.0 tL6 iA �wt G� � 7T �T �o-� .W-;o ZcS �, q
,30 T_7 73 Sie! C�F�.R Q,.T � I�D :..G =A
8.0 �.4 i.� 'E+�OI aA-32T 6.�^i �c-+.0 �IF56 IST id1
�3� G7.1 i/T SaOf O.iF�17T OAT 6G-9C . to-D ZIH � 11H
Il.7 �S b3 t,ryUf OJR �.IT O.AT , � 6�-� b6-D Z� ' i.g
_ II..9 `?-Z 19 6FUf Q.AF�v1IT 0...'i !�� W3D I's ldd
- Sa.O iii Ts tSt�f 4.7f-�Zli OA fo-� ftr� lZ ' ip .
x.o w.z =:c «.,�ar au-�r aar nw nm `n s;t
=a n.s ;.n +ssar ¢�st-�.,� �:r xm xm � i{ _�4
s.o a,� � w esaar a.,-r-ztr a� +a � -n�o zn za
a.o �a �� �s+m n,v �.,� u., �!o a�i zs 2�:
ao �1 � a �wr ca �tr ea . +a-;� w-s i ts i±�
:�.a n_; � u �ar au-�,� a.a +u� +o-� z� Z �
�0.6 35 `�'i �A1 C..T ..LT 0.,.'T i0�1 1F�1 Z3i Z9l
iI.O :5.5 �9 �5f GT-.�i_l' sT 10-i) !0-�S 7�` 7�
C S 27 T.3 �i.yDi �T �1T C. tT 6a-3J 6C-y Z73 < u
. iZ� 2� °_= t477R dT su1 GY �1W W-1W 1.l8 4.C9
it.D [70.0 ZSS r,11T S�. ^_,.'TT S� )IC6 )!W
�LO IB1_7 ili 5'iLIT57ir'_w'ri?S7U � 3IW )1[O
ti0 W.? {.62 RS70f dw't-�iT Q.A 9NIO0 )Iro T.18 1.7B
= t7.o �i.o L� SatIT 57E i10i SiL7 )a-3a :!o a�-37 ae-L
IEO I(85 L:Z 51Tt S"�.v-�.�+.T :SS ?�!CO - ]'i-W dN7 BN!CO .
44.0 �.4 LQ �� S�lif Sra . r4--_0 Tc�S )IUO )ICO
�- WILZio UTc��i� Qt C�d R1��.7..
= 7hr E¢r:A TtCh�otag7 Catporifean
• VAfL ME,-".�OWS LIQU�=ACi ION �UDY P�p�CMq
Rcnc�o G-liron�c, C.:liicnic gg_g�_)�ti2
For: Rcncno Llironic Develcone�; C�mocnv
p�.�� ,.o.
�., Converse Consultan�s Inland Empire A �
�.
-------------------------------------------------------------
I t ____ CaNc PENETRQP7ETER TEST DATA �
1
' SOUNO[4a : CPT-g LOCpTi�7N : RR4CHU Cii1.LFONIA;
; PROdECT : CCIE/RCQC°V0.R Ck57RUME9i : FLSCKEJ9H
: PRO.IECT Ne: fi6-Al-14B-92 cLE�Te0NIC5: Ti
; TEST �ATE : L1-tt-1989 OPE�ATQR : cC16B
. t Assuned 6rpth :a datrr fFeet)� 15 Sail Tatal Unit Meight lRCfi • I15 1
IQdN.R9 F�IQIiM �IlP �IIP �IIP �9 9cl= So2�
6pIN mE IKTID �� 1'�c fHATPF. FFICT7� - IR �' Q-nllc Fs�A �
(ft1 Ihf) m �6I7T NB.E ' fafl liafl
. I.0 T15 l.3 qRiQ SiG�U! O.RY TIW }ICO --
LD li'.E l.B �'f] �OI ^:T � )IC6 H9D
ZD 310.1 L71 �lT S7�UTII 4� � )Sq )ip
4.9 i41.0 l5 51Uf STL-0.�7ET Sim )100 - 1t00 � '
SD I�3S {.20 1E4FF7FD FIIZ - 1Itl1 )100 �
LO 184.3 {.5 �.'1E7 S�0-SRQf 0..4Y SI�A )100
7.0 1_5.4 i.41 f3imf O.GTiI.IY O,;�T »00 Ji00 i.� 6,q
LO 4l2 LV 570fQAF-idiT�+.'1 )104 )I[O /.4 4.,,^_ •.
4.0 %.1 iR K+YOf O.GF-SdR Q;.T )IW >Iro S.IZ i.II
1C.0 $0 6.00 K70f �AfiILSY 4AY IQ-eG 40-�SG L24 1.84 �
11.0 14.0 7?' SR7T 9i@-3IU1 9U 86-79 �-�6 BD-1[0 T10P �
. 'ILO 16h.5 265 mTL SW�-•a'14Y SAS Bb�'N Fi-W 64-2A i0-BD i
II.0 ]5L9 LS 5i0 711 SD.]T �D 70�96 �Pi2 Bo-IW �IW
L1.0 I�S I.B 5!8 1D S0.iY SYO 6A-10 TrW 10-50 6FW
ISO L84 1.04 `S1� ID miY WD d6-7D 10i2 b0-BC 80-W .
�
� .
�
�
I ;
�
� i- 1fGIIA1F P!a'�@ASiID QI I89(tE9 Rd3IiL � .
c 7Ae Earth 7cch�oloqy Corpotxtioo . .
� .
:�
VAIL MEADOWS LIQUEFACfION STUDY P
Rancho Ca(i�omia� Califomia 88-81-i4S-0:
for: Rancho Cafifomia Dev>lo�ment Camc�m�
o�.�.�s .u.
� Convers� Consui�ants inland Empire a.-s
I • ----------------------------------------------------------------------- :
CONE PENE i r��I'1ETER TEST DATA
' S�ONOCYS : C�T-4 LOCATi�N c NGnCiiO C:IC��tll4:
� ' °?9JE"T : C':=/RC➢C'4¢tl CHSTdllt:°_9T : FiSC?cJ
: P30Jc=T 9a: 88-�1-14"a-J2 c_cr7�GX[C5: Ti
; T_�i DAT� : 11-1t'L49°_ OP°?p�ud : c_!63
: Fasu.eB Qepth to eatv IFeeU= C'. Sail iotal lJnit Yeiqht [pcfl � 115
I�LIL'3 F�2IC�71 EmF S�tIi u.IIF oZIN �a1• ��.
21H mE �IlFTID ��+1fIX ilf� I�ATI'F. FIICi1Dl R IQ' Q-l/�t iva
lR] Itsf) C➢ �6'[iT q� lksfl tis7 �
LO �4 L7� K1Ltt RG-73`7 SA SItL ?ICO --
i0 PSW l7 4U'YY �v.�Z ^:i (r? ci�
:.0 �i _F SIl.I'! Fo-�Of cL.i fi�J � i0 1�-> i4a
4.0 24_7 l3 5�1Tf �' �ii :Il_T i0 S Sr�O Mr+A 14=} .
:C dLi ?:G � 5�1T:s"t� i«7 �IC4 Il-s�. F.1-'� NJ�
- LP 30[.9 l:4 '�.AEf S`��'+.lf 6�? W-�y' �'IM
i.3 76S LF4 S7�I SSl�n'Tc7 �-T 87"'1 � 3 50-� W-y1 ,
- EO d7 : '_SD a�! 1T 57.�i79( �li 70-� A-�S Z-�0 U�-v0
9.0 9.i 2!0 SiL'f S3L-a�id 4N NriD Ii-S �5-41 c�..-10
• 10.0 4..I 1.9i SIUT 574-�W S.l-T � 31-+�. �3 �-?G .
� 11.0 713 L'.9 5➢]T RG-�f 51S fi� 3k-� m-tO /0-f0 .
1�C 4�7 Lco S�af 517,1�"lE7 SV 9P-tt0 Il-+S 60-� do--3¢
CO R.0 fi.41 ��'��1 QAT )100 )lto {.� 4.3
t{.D S1.7 T.'.°. 47Gf a'[��Z 0.,4 !o-� 60-�A l'_'9 13
LO �9 L�8 GfUf OA1�7 � E6'1c0 ��-IW 4.�5 <..."G
iL0 �S T.34 a70f O.kT-7L1! 0.,.'t 1C-� Fo-� ZII lP �
❑.0 ^ S l.ib ��Of nA-v1.R QAT !G-3o FP-3� lB SB
lfl.G 3.1 �31 �57GT 0.,�'F��TT 6..T Z'�Fi K��7 1°T i.�
14.7 ILA 7.90 rSM1f d4T-31T QAT ��1 i�°1 7-'-3 1-iS
2➢.D L� 8 L6 �iT O.A1 TU 0.,7 A-3 25-W iW Z75
� II.0 Si0 73 �S7Of �II 7LTf �,ff w-6M1 t0-� ZI4 ili
�.0 RH L71 GFO! 4.6F-517T CAT 60-3F lD-21 ?� L90
L� 0 III : Ll AO 7➢ 9.i1 �A to-i0 �0-SZ 6�-3] f�-31
2t.0 lf8-H LFd 570 � SS7T 57C . t0-4 IPi? - }I[0 >!W
ao �.t z� sw m�.n sw aa-ia +a-ix >im }�m
1.s.o Z�ts z71� 6�a ID san sac Nca ?tm
I
i
F - DO .�iic� �ir�.� � C�'�ic� iA7'��UL
= 7hc Eartl+ 7ccl�avlaq7 Carpor+tio.
VAfL MEADOWS L1QU�=ACTiON SiUDY '`°"`�"°
Rcnc�o C:liramia, C:lironia 88�1-1-"3-0i
� ror: Rencno C�Iir'omie DevelocnenY C�n�cnv
o�.��a ro.
� Converse Consultants !nland Empire �_o
--- _�
1 . ------------------------------------------------------------------------ ;
CO N E P=Nc i'i'� CtET=R T�S T DF T.^,�
' S7uM�INS : L'T-LS L7C�TI69 : x;.Yr,p� C;.l[F�7NC0.:
� : P3�1ECT : C�ic/P.C�C-Y0.Il LHS�aunES�i : Ft s[zanea
� : PAQJ'c=i rc: Bo-31-1-9-J2 � __r�ox[c;: r�
r_sr �ar� : it-t:-!�ae aP�sa� : EC/6B
: Aaeuied Grpth t� LLa[er IFe-U • 29 Svi( Tat11 Unit 4eight [PCfI � L15
- �7ic .Sin FI1CTiG flS: 9II' S11fY 9IIP �7• y2.
R�IFi @� RAT7➢ 571L?�I� i1K_ ��-,tii:e RIG:6 1Q A' ICzIlk FsM �
lf[1 Itrf) [D �a"1T NH� .I�f1 hxFl
I.0 c L11 578 10 =:u'f -..�. 70-3 f�L �-ICL a�l[o -
I ZJ Zli.i ' Il- Siu7 �,l :r_7 ?rlLO t4i2 NC^. `ipl
3.0 �TAo '_.�d �.'LIT 53a'-L:�? r�. TSR' iix
LO L'1? L% �.R �A-:v'f i1Lf � :r�0 6C3J S�
-!) i_5 - 1-� tzAGt�iui ^_.."( b}� a1� �Ti 2.�
6.0 r i L� � a'I^�T ^_,.�1 i0-'..1
?.d t_I ? 5� S'« SU _..'1'] c' L t/r:� 77'l �3 �?'A L� 1.�
5.� �.' '_3 SR7i S+i�.Ot _3i :o-:o A-II t�i5 'J3 '
9.� S�4 Zil AO( �.F =,.'7�] 5➢S `A-'A 77-a 1�L5 A-a
M.0 �Z.7 ? 3 57D( Sli :,.'T�7 idi �-50 II A IO-!S Z'��
11_a II..1 Z`3 57af m.t�7.,�7T 577 �.7 II'� lo--t5 �l-'S
I2.0 m_5 L:7 S10( SNw.T7 SII.i Str31 13-Il I�!3 7!-� .
L�0 �.6 G.IS SJO 10 iS7i SM o-10 Il-3 !-5 FS .
t+.o ar zs s+m s¢r-_;M Zr �r-so �n �rts �s
' tso a+ t.n amII sa7�.�n c,a zr� z°--io zu 2.�
ia.o �s �_a a� sa.;�wrr o.ar z-!o a-w �.a zn
u.a . � s �ie �m aar 3.rr aFr zt-w z-�o La �
19.a to_B i91 SS�'T QnT �. S,.'( � ffC 7o-iS S.IS 1.8
14.� I{.1 L� GT lfl GS7ftC u.'T LC ND l.dl L�
a�.o a_s +s a-+ur em�-i,-r e..-r zw a-ao zn Zn �
71.0 7Z5 LII SNi M'7 � Q.it TrT� �i6 Z� Lpq �
7L0 23 l% Ql�TQ SSi:�.1T Q,.T 9o-?�A � i0 10-� Lc0 l6T
ZS.O �+ T L� 570 ll S+lT �"�,0 4� p-S2 JIW }!W �
' , :t.0 $7 7i. e'7i7f S.ff-'II.,T ¢,.'T da-io 64-3o Z77 L7i
�0 A.! 7_It 1�70f �;T-_tLT �lAT b-i) W-5p Z); 7{
2S.Q {L6 Ll 4"70'1 O.,lFa"147 O.xt i0-'A ftr� iW �pT
II-C SLl 11� +SliT/ O.�if-rZ.T7 O�T � � lII l'S
8C I�1 LYf SIIST SJo-�.af S1i 70-31 :r-to !O-3o 60-� .
'E.G . aL4 L`J 570 18 SSIS $7G 1D-� �FiZ J1L0 1100
:0.0 IHt_0 - LII 570 70 SIll'! FO 6aA �L-i2 �-!9D �-ftp � ;
3LC IIIS O.SG • YMG 70 50.1T A6 � 10-9 4d-i2 �-!o II�-p . ..�
�r...0 liis Lli S.b ID SIlR S�A f�3 #i2 10-A 10-+�
ra �s.+ �� s+s m mn s+a m� w-a eo-�m �-.�
Sc.o • aaa_ � s+o m mn s+a 10-� wiz � sloo �ua .. .
�0 A.9 �(O a1R Q.S-.�ZR OAT � W-� 114 llf
B.o ia�_s � +saar a.s� aar �uo nm cn w
SJ.D . $3 T.Li GIOf Qn'T-7Lii7 QA( id-� LO-30 {.� i_LL
- �C sS.9 LR S70TQ,�T-3aTQ7f l4iA 60-37 4.4I, i.H
3P.0 2{SL L� - b70T O�iT 3R GT ?!W >IOC p� 7Z3
i0.P 99_3 B�SF C',.'af O.,iT�...T p„T 12C0 >iW H37 L`1
51.0 b{.9 ili b'7.'7T O..T �'( O..r7 W-iW B�I[6 '_16 S4i
iL0 � 4 L3 67Uf O,,.T��T 0.,."T )4C0 Nro 1G.II 14_'u
SLO IiiB 2'3 b+1R :�F3.:1_ SA )1S• JI(0 .
u.o as z2 en.,� �:,-_.sr-1 s�a 3tca >uo
QO I�' f.2 �+4Q 57ir�..._T �T TI[D 31cD �
fi7 24L7 LR ffi�Z AG-�1,.'tET Si0 JIm Npo
57.0 211_L LLS �Il.t� 57o-1w'IQ S7Q 7IC0 }�W � i
. iB.D S6Lf G.II Cf.F.7 51Fi7�9T O.RT )100 )1W �
R4.0 NL7 l_7 e�Oi QA=��Tf ...'7 60-3o Fp-3p c�5 i�'
I
t - DCTi310 �..^)1i7 Ot �Td 1XP, �a .
' E TT,e far:L 7c!hnolo47 Caryura[iaa -
VAIL ME4DOW5 L1QUE=A�ION STUDY '•a�"�
Rcncia C:liromia, Ccliicnia BS-3i-148-0Z
�or: P,anc�o C-.Iiror-iia Develaonent Gnocrtv
o.,-�c �.
�f Converse Consultants In!and Em�ire A_13
•
• LOGS OF BORINGS AND TEST PITS
(from referenced Converse reports dated December 9, 1988
and December 16, 1988i
Locafion Map Symbols:
� Boring Locations
� Test Pit Locations
wrp-t
�
SUMMARY
D�TE ORILLEC: ���B�OB BORING NO. WB-3
tna awuue �r.��[c o��� ar t�[ tocano� er r.0 �wmc ��e �r rw[ ��p O�O (�x
i�r[orp���u�c. su��u+r�c[co�omo�ar�ro�rrn�re�w[e�xarmm � 4 �-O �f
4 aYD ��� LM��cC 6T T�{1 LDPT19� �fTM T:S !L86FGEGf TIUL TMC G6TG � O Q' �A
DEPTK �" Ov q[i[�ITCC ll � f�rrLIf14T1>� OF �CTyLL C>YGrtlo�S [�CpufTCe[G. Z� �i- �. G4 4
IM y C ` 6 ! f�>\. P 9
.i ^� !� G F
FE£T �t i CLEVLTtpM: 1G.�iZ � Ci 'i� } y
� 5M dry loose to light TOP501L
med9um brcwn SILTY SAND
dense to ra fine to medium grained;
siightly sroy ,�ce a�tibf
moist I BEDROCK .
1 PAUBA FORMATION (Qo)
SAtdDSTONE
5 � fine to coarse gt�ained,
I troce 6f graval and cobbla
� to 5" dinmeter
I cobble layer at 7-8'
increase silt and clvy;
�o gravel stringers at 4' - 11'
1 01 � 6 8 120
reddish qPProximate bedding
5r°w'n attitude at 13': EW 6°S
to
�F
olive 2" fhic grad at base to
� 51LTY 5AND51 ONE
arades to -
- 5AND5TONE
f ne to coarse aroin�
STONE --
SILTY SANDSTONE
❑rnd� to _
�ANDSfONE __
2o STONF
2 olive 5IL7Y 5AND5l'ONE $ �g 117
brawn Approximate bedding
attifude at 20'• EW 8°5
_' grades.to .
S-1ND5TONE
z5 I fine to coarse groined;
mass[ve
s
�
>
>_ 30 ' vndulatory contact at 30'
�
° ` Keffy weight: 2500 povnd 0-25 feet; 1500 poond 2�-�5 feet�
=_ 7.:� pound, =5-?? ieet i3-inch drop
t
VJESTEF.N POR710N O� "THE tiM�DOWS P�o�eclNO.
- F.ancho Califomia� Caliiornia gg_gt_��.g
� for. Ra Ca i.°evelopment Company
i � � Dm�mg No. .
- � Cc��ve�s� Consu{tant� �n{a�d ����pirz a-�
�
SUMMARY
n.TE DR����o: 1 T-8-88 BORING NO. WB-3 (Co�lt.) _
• Twn aw-.�r awuu o.�* ir rwe �nc.rm. ov rw�a .or.�.c ..n ar rwc ° c ° o \� �\ \
T�u[e�Da�l�uc, Su��u�raC[CO�G�i�ow�r«O��rc��roietlllncai�pwv # 4 � O \ �
❑EKM 4 ��0 W� CF��OC R Tn15 L�CSTIGn �ITw TMC rG3)s6C O� TW[, TwC De�� �` C CQ' oT
1 � �y� 6 � rfCl[I?CD li t iWrL1I�CLTIO� >I �RU�L WNU�TIC9S CYLOYrTCPCp. 4-� fS� G�'d 4 j
O
FEL'T yt i ELEVATIDM:'�I?�� ,• CSl4C T Y
3D O
3 2 moist oiive BEDROCK (CONT,) Push 20 1Q6
I C�YEY S1LT5TONF +2
a,pproximate bedding
atFitude at 30': t�I70°W,
1D°N — �
brown gtvdes to:
3s SILTY SANDSfONE
�ne grained; micaceovs
da � horizontal beddinq _
SILTSTONE
brown }�cc fine sond
40 -----
�, olive 51LT1' S.�IvDSi ONE 9 16 110
brown r�ne grnined; mimceou:;
I cros bedded
� ,
� 45 I Appmximate L b�d � d / i , � ng [ l^
[S{'f\fllf{P Of 40�' CYY. 0��.���.]
olive CLAY570NE �
1" thick
SILiI' SANDSTO�IE
� �ne grained; micoceouz;
cross bedding "
so bedding N70°W�10°5 ot 49
5 CIAYSiONE 14 29 91
�„ th��---
SlLTSi ONE
with fine s�nd
❑rvdes Fo
' SILTI' SANDS70NE �
� CLAY570NE
55 � � troce fine sand �$ �� �
bedding attitude at 55`:
N 20 10°S
= rades to
0
� SANDY CWYSi ONE
a
a
a
� 60
�
`NESTrRN PORTION Or ' s N� /v�:�DOWS�� "°�°°"�.
Rancho ColiTOmic, Coli:omia 68-61-148-C
� for: Rancho Caliromia Development Company
_° Darn�q �o.
� � Con�ers� CoRSU{tanfs InEan� E�npire a.-s
SUMMARY
DLTCORILLCD: ���H�SO BORING NQ. WB-3 (Cont.) _
TwLL �VV4Yf �ML�Cf CIILt LT TwC LGCITIw Cf Tw�i 60���t ��IG 1T TR • C D r � T
Tltl[Ofp111LL1tlL, LV�LV�ILCCCO�OITIGYtY�f�tfrC��TOTI�(�LOCITIC6 4 4 �p� y
DEPTq v�' ��o r�r c.a.¢[ R �w6 Lvc�iio. �rt. iN[ �ass.c[ e� iiuc Tw[ n��a 14 O t'
. � � 6 B Po�IIC�iCG t. r y�up��iIGT�D� Of aCTV�L LO�OR�wG C¢DV�R[YCG. ` � <,t� C G A `F
B
rccr i . rf n_cvtT�o.e: 1232' `� c yr r �`
60
moist olive $EDR�CK ( COM'.)
brown SAhlDY CLAYSfONE
with �ne s�nd _
� CL�.YEY iANDSTONE
I fine to medium grflined
fi5
I -
�
70 �
� 22 B_5 113
End of bori ng Qt 71'
No groundwater encountered
No caving
8ackfilled and tamped i
I Downhole logged to 65' I
� 75 _ I �
I �
BO I
�
85 �
V
�
�
3
D
� 9D '
0
n
� 1M'cSi EtcN POfci I OI� OF �� I y� N1�1��V��s�� Pro�eq No.
: Rancho Caliiornic, Califom ia 88 _ 81 _��
° for. Rancho CaliTOrnia Deve�o�ment Company
�
Dra..m9 No.
; � �or�Y�rse GOETS�If2[7tS ICYI3:? Empire A-6
SUMMARY
adre oRi�Ee: 1 �—�O—BH BORfNG iVO. WB-4 -
Tnva auuceer ec ¢s oe�� nr sae Leeereav e' �ees vo+�ns eno 6T TY? �}
rn.[urou��uc. 6ustwraccce�o�r�oss...•nvrc�.rorwce�nut�o+a t i •° s�, 5 . �e� C
4. ��o ..�e e..aa[ �i rwn �ouiiv+ �rtw iw[ �axtae[ or nuG. Tw[ nai. i �, � �( !�
• �EPTK y 0" ��[S[KLU IL a IIYrLIFIClT10Y DI �CTULI COMOITIOrtS LACGY�TERCG. � r d' ! �, d ��C
FELT ` T e 6�� ELEV4T�OH: � � UG� r � C S} � } Y � C'•
� 5M dry loase light ALLWIUM ((�I}.
brown 51LTY SAND
Tine t� m� um grained
1� . 2 8 92 1J
2 I 3 0 llv 1.8
5 3 moist ! Push 6 106 1.5
BEDROCK + �
PAUBA FORMATION (QP)
4 SANDSTONE Push 4 102 1.5
�ne to coorse grained; + �
trace of gravel; highly
� Ve ry weathered
o moist {Tee water on sand gcnins
5 ' 2 i� 714
!
moderQte{y weathered
� is
6 I 3 16 170
I
to 7 mo�� brown 3 21 1Q5
� End of boring at 21'
No grovndw.ater encounter�
No caving
g Backfi��ed ond tamped
2 5 (" Percent col IQpse when sub-
I merged at ?K5F
I (see Appendix 3 for proce-
d ure)
0
u '
�
0
n
`o
� 30
� ° Kef{y weight: 2500 poun?, 0-2: Leetr 7�-incn crop
WESTERN POkTION Or= "THE MGADOV�lS' P�oi�nr+a.
Rancho Califomia, Califomia $$_81_7�g_p'
a ror, Rancho Ca(ifomia Developmant Compony
O
Dra��ng No,
� � �OR�°i Sc �Oi'cSCi{iafi�S I�E3T'1� E��[F° /�-i
�
SUMMARY
:T� oa���£o: 71—tg-&g . BORING IVO. WB-8
. iw�s ayur�e� w���[s o+Lr �r Tv[ Leur�o. er Tw�s �oR��a ..o �r rM �
TWCOIO�ILL�M6. SY � SUO ��CCCD�OIT�OLSU�Tp�IIC��tpTMCCLOCIT�Oq l�IV 00 C
� �9 ��O W� GawGC �T Twf3 LOC�T10� �iT4 TNC �yS�CC OI TIUC. TwC G1i♦ C� 9 l. 4 p O ��
E � 6 � ��ClCwTCO 15 � lIURIFIClTIC1 OF LCTYII COYOIT19M5 CbCSV'-'S.CiO. >!�
1 F �'t� f'� Lj, �D
-" Y 1
�' S ELEVaT1Ow: �QSH� . 4 } C \t y
SM dense foose brown ALLUVIUM (Qaf)
SI!TY SAND
fne to medium sand;
5P tigh; hvice a_rovei
� grw, to SAND --
brown trace fines; fine to medtum P'�h 1 97
5 slight�y gr9ined +Tap
2 moisF
1 � Push 3 og
+ T
3 medium �" - 7�" ;hick fayer oi 2 4 99
dense silty sand
o � O I 2
6 98
5 3. very firm to dark ORGANIC SILT Push 59 � 65
� moist soft grvy fine sand; roots; decayed .
6 OL organia {smell); micoceous
sandy streaks 1/16" - T/32" � $2 68
• thick
s
% 5P moist medium grQy $AND 4 -
derue troce fines; �ne grained
g I pods and fayers of silty 3 11 ?08
sand; trace gravels
� O
9 brown troce fines; fiine groi�� 3 6 95
4 stringers of inedium and
coarse sand; occasional
well round:�d grcvel to 1"
diameter
s
10 var� I 3 16 lOb
moist f
moist
wet
water at 28`
End of boring at 24' Groondwater encountered at 2$'
* Kef ly weight• 1680 pound, 0-2� feet No cavin s c�g ny
&=D Pound, 2{-29 feet}12-inch droo 3: io hi
Bacfcf i l l ed
� STEkN POP.710N Or "7I-;E McADOWS"
nchoCalifomia, Califomi❑ P �� , �� N �
�-: P.ancho ��a�i{omia Development Company 88-Bj-
y Converse Consu(tants lntand Emoire ° ""`" 9 " --
�
• - •"-,-12
SUMMARY
��� oeiLLSO: ��—ZO—BH BORfNG NQ. WB-g
' Twn awuu� �����[s o�lr aT iw[ toui�o� er rwy �on.c awe ai rw[ ��O O � C +!
TIUCOfp�ILLI��, SY � 3111 � IaC[C O i O 1 TIppWf0 1 IIC��TOTwPLpClTipui �j. �`
Tp V L wC w� Cwap� �T iwn �ouT�o� ��ie Tw[ ��as�ct O� }�u TwE o.re • p i'F � O y.
+ +Q 6 Q ivC3f�TCD 1➢ �]�un�lI1C�TIDM Df aCtY�l [O�OITIOe3 C�CDUwT[�Cp. \� 1 C' �C4
� � C } . S
r * b EICVAT�Or�: �060 � C� } ` �� `
SP dry foose to ►ight ALLLNIUM (QaT)
medium gray to SAh1D
dense brown trace fines; �ne to medium
greined; st^nge:s of c�re
i slightfy medivm f sand
moist dense I 3 2 gg 1.2
5
� increase of coarse sand 2 3 1Q1 ',,i
� and grnvei
3
I 3 3 10.3 l.0
�
4
I 3 5 - 1 QS 1.5
� I 4 '10 i08
SP � � I increcse of sift
SM � �
I End of boring Qt 20'
Groundwater encountered
at 14'
Bockfi f (ed
Caving below 19'
�.
I Percent collapse when
submetaed at 2KSF
� (see Appendix B for proce-
{ dure)
* Ke�ly weighP: 1680 pounc�, 0-20 feet } i2-incn drop
TERN P�ti)ON OF "T�E MEADOwS"
cho Califomia, Californiv P `� „ " N°
ror. Rancho Ca�ifomia Development Compony $$-$ � - �`� 8 - 0 �
Cor�ve��F rQnsud#ants {�tla�td E�ii3�e� o `a'�" 9 "° ---
r�..
� �-53
_ �
• -----------------------------------------------------------------------------;
� CON� F�'NcTn^O:t=T�Ft- TcSr �DFiTA ;
• S�UN�IRG : C?T-ii L7Ca7t�y : x;.xr_�q C��i�pHIa:
: PRQJECi : CC[=/6CbC-VFI� IM57�UtiEAi : FI:C:.-_)88
• 1 P3�JE=i Mc: 66-d1-1�6-0? ELELT�i0NIC5: LL .
S iE�T �(iT� : L1-11-I9H9 �PEdAiOR : EC/63
: Anzu�ed Oepth to Y�te� Ge-G1= 29 Sail iotnl ❑nit yrignt [p�F] = 11�
lL�.� fl3C7lCa �? P�? caA! �„
� [fU� 1[sfl m 97L "`'^-�NIa ITrt IE��RE A.IIIT� A �1Q�' IC�/lt �FsK
�'SaiT A� ' Ccsfl �¢fl
[.7 ti 8 1.� SSi? S:r�,�'Ti-. S.Li TrD �!0 K�'�A yp.sry --� �
' G IY!.' ??7 h"'1iT 57(ryic � �� )IW T:7B
l0 IB5.2 i:L hbR �A-C..III a�0 )t!H HfD
- l" 'L��.3 ??S �SUT AC-2.dSQ A8 AiR1 a��G B�1C4 B�-!M
- _0 7L4 Z9: 5.'^aI SIlIv.'1Ef �lT 67?1 II 3 i0-�i 4r'v.
8_D iC.B ± 3{ SIlIi �"..+0-�'�.F,f S'�'J iC ]C SF-*S 2�^�4 �19-�
1.0 4.4 Z5! SIlIT �' at SRi 6o-A A-aZ 'L�IO �-+q
@.D {1.J I.(T StR 9I 3..'ri7 �" i 7FD Zl A L-iG : •
4_0 5�.4 ZS Aal SS7�3.i'R .� k0-,7 �- A-3 ZVG �{p
IC.O 6ll l3 S,Yf SL' 1=i.."F_' S1Lf 9�SC0 21-A 10-60 W-ai •
!LO " 1 Lfil e�s70f �LiF�"'LTT 0�4 �i f0-d0 Zf8 Z[6
'L' Q M.3 L.'j tr"�Of 6�si-aZi ]T GT - 60-D 68�3 2� Z3)
. 1Z0 S7 L:f r 0.4--1ZIT �.AT 47-fC0 BD-foo lQ ZQ
' t1.D LLZ � 3 a'7OT QR[�iLY 0J4 !43 60-3� lA l6T
LLO 74Z L �Q�71E7 A6-�1Gt Q,A 90it9 71'II 14-60 8p-dp
1LG 81_I l� 4AYE7 SY4�-�RI ¢Af 4o-!C9 34-aZ f�-3 d0-31 •
U.0 IS.{ L �O,AIII FO-:,1OT O.d SOiW If-al W�o 5p-3p�
lH.O 6a7 f.3 �'!� pf QAf-�.ZR QiJ � 6Fi 6G-37 F.4f S.i{
1?_0 9�.0 SIO SI�Ct ��i.F SS7 7a-� II'Il �-�a 1a-�p
S.0 4.7 Lbo SIlIi Ah'7at SN iYS k-Z IS-� �'S
21_0 `Si d.ed t�f QATZ'D3T RAt !�y !O-9 ZZ S75
ZZ6 HI.I l.@ QATE7 S�4-�! G'T 60-5 60-b
Z3.0 �f T.75 t�yRf QAf-1Z7T aAi 4C-�B 10-y LY1 yq9 �
2{.0 .°_T. ).[0 b"7Qf �0.7f�TT MT �-IC0 4N1W {? {
�J II.8 � Q.a'TQ SIlS�tZTT RA �3 Pr-q it 7�
7iG `L7 i.d: QR1Q SSF��i.IT �7i � � IOiS . 28-3 ZII LM
D.0 18.3 L59 SLIi Q,V ID d4T �P-6 7�3 LS L47
80 173 L� SSIT Q,V SC OA ' 14'S 'A-3 I. `3 y�
�.0 1S3 . !.'3 DAfE7 SS..i 3.aT aAT 2�-N {G-ii S4L 4.C1
�0 � 6Ll T�S` Q111E7 AQ-'7CT OsT .�!9-lIA Z�a� 1Pii f�F� �
SLO 4L3 ZSG SIIIT A4-�Q 9li �?D '3-b /0� itr�� ' - �
a.o �o t� sta m s�n soa so-� w-cz a-� w�o
. �
�- nas�r a�m�a at E� �ar�
� 7Lt Eart} 7rcb+aloa7 Ccrpera[ion
VA[l ME.�DOWS LIQUE.=ACiION SiUDY r�4.��w.
Rancho Cnliiarnic, Ccli�ar-ii❑ 68-81-1G5-�JZ
for: Rc�cio Califcmic Devefacment Camocrrv
o.,.....q w.
�� � Converse Consultants Infand Empire A_�,
�_---
--------------------------------. --------
� ------------ -------;
CONE PENcTriQRE�ER T=ST DATR
'• I S�II9�ING : C.'i-!3 L�CATIOp RG�fyO [?1i=74Z6: .
; P36Jc=T : CCIc/�2C9C-Vk[L 1HS�RUCEH7 : rL5CXE042
: P4�7cC7 Nv: H2-9L-L:'a-02 c_S:T�?OHIC3: Tl
f ; T'c5T D0.ic : Ll-lL-14fiH OPE4i.,�d : EC/6d
I ; Aos¢me; Oep[6 to r:Ger IFeeU = IS Sai1 Total llei� Yriqht [pcf7 � LLS ..
�______ _ -_______ _ I
I
7Q?'SLIC] fdIG:Q Hd9 �T IIII4 aIIi S!• 5�. .
I . �fU [trf) m 9b r IIY S'f.� iu5�� � II II' IC'lfF Fva
fl�{I f�{;
1.0 B1.0 ?'+i KIC7T SA-Z=?=7 � � >l� NW i
�0 @7.0 ' 1S ��3T-1..'Te? � ?:-iM SF-� IP-J S}�
lJ IILC S:0 �O.d!Q 576�.Lf �7 }2ri1 )I(L
;.0 Lti.3 Za�i tSiLT ::. 1..'7° �.�' ?Sp )l.ra
10 I?L: .LsT �G}�lEf S=r�-o� rSn� J!W )IOo
L9 -��'..i SQ -KSIT �.�-1,.'T�3 ca } )I�A
�7.0 �.8 Zt0 SrLiT ,�v�^.N�'i.7 �-!CQ 5F-iP ?F:•) )Im I
LO 1�.1 2Fi KLi T S.a-{L:R S+a >IW )f1A '
T.0 4r6 lTS �ilif 51I i+.'iQ 17 &� 7I-A ?�+0 IP=A
ID.P 6i.S � 6J �"�aif a. -s�Il Q..'T fO-�b F�A l3 l3 .
� ILC 7fl.i LS 5+Of SdF-C81E* �.7 9NGP Il-aZ ia� f0-S
tzo tm.o Zss m,� s+o-1.. s� x�tm a-!o �uo ���ro .
' iza u.t t.a tsrar nas-saa� u,�� a-w +o-� Z� za �
14.D �.7 4.4t ro^FOT �6i�Z1T QAt i�A dD-�i I.OI 3.� �
� 'LO 110.9 16 LvLR A6-0_�"E( S� 9P-!CO Il-�S �-lm �-1ca .
Ii0 i1.8 7.C9 rS.aT O.RI�I 0�'T io--s1 60-D � L9 L� .
II.0 Il.3 LSl �576f �RlQ 3.IT Qs'T �16� 1a A 1_4i L?4 �
1L0 ZL4 i10 K'.,707Q..'T-a�T2tt Z�A 2`--�A LCL LR '
� 14.0 TS.O St5 i"stL7 QAT 331 QAT "t?8 .�-.9 L� Lpp
u.6 +L! 4..`3 �SJO1 O.0.i�"SIi aT �-{0 {p�p Z} �y
n.o s:�r f.�r sw m s�n sw ro-� w-sz ao-�, m-�
�o �.� u �a m s�ta s•n �o�o +o-�ct ao-!co �w
ao r.sa ass sva la s�u'r s+n �-so w-�2 +o-� 30-�
z�.� �r z+a oc mEr s.o- :ar aa co-x �
2_' 0 '� 7 7JT 57a! QRR�.7f Q.�T �-!W �-1W L= �
7io Si.4 �.A a,rE7 �i3 33T �.RT �sa �-to t39 Ica
77.0 L`1.I SqT tSiQ( U.iII 3TI O.df Hm )IW 10.T! 14Tf
80 1TL! 245 �IIT S7FL'frI S� )1L9 1tW
B.0 � 0 i.30 RSIOf �II-�.Ii �.7T d6-� (d-3 ; ZY2 3.T1
�o - 33 +i.� �ae snS-�.n a�r z�-!o w�o sa '�
. aa •�i �s w�ar o.��� aar - zw � w�s z� i�
az� +�t s+s �smr ea-„�.ir ¢.a , w•s ac-a u �
E.0 Il.1 � �+Wli 6.�tiz3R Q,TT . 6G-D Fd-9 Z7T Z7T
� A.D RS 7..4 cS7GT OA-=d1T �..47 '_ )1C0 )!m 1a � s"!
=0 BlI 7_7Z e".a�Gf CAF-a+Z�Z Q.Q • HaC 31W ill LI3
I
� s- IIGllwll'o V7C�57.1LAir7 � C'Ofi'7 tAi� ' .
= TAe fat[h Techaalo47 Carpo�atio. �
•
VA1L MEADOWS L1QUE=ACi lON STLJDY P�a�"°�
Rcnc6o Calirornia, Caliiornia . Efi-$1-i'3--02
fcr: Ranc.'�o Calir Develacment �m�rn
o��•�a r+a.
�,� Con�erse C�nsultants lnland Em�ire ,i,_�;
SUMMARY
„t� ,a�,.,_EO: 11-26-88 BORING N0. WB-14-
. Twn >�w�a��� �����{f oq� Lr Tw[ Loc�r�w or ina �o���c a+e aT Tw[ Q �p �� 4
T�Y[OIp�ILL�YG, SW[WILCCL>�ORIp��u�TC�fFC�LTOiRC�LGC�TIOG � � 40 �•} f
q me mt eeen:: cT Tpes L'eenoc v�xe Tee -sas�ecar T�a[. Tni n�u e �-�*p ' 0 �i,
DErTM � p �RC{L�'TCD Il � f��rL1I1[1TIDC O� �CTYIL C>i10lT�OY3 LYGOYVTERCO. �, 1 L �. �(� Q, 4_ `
� w 1 f :° 1(1 \ e� C �p L t � �
FEET br i ELEVLT�DM: IU/ O� 4 !<` }� �
�
. SM dry IoQSe light CCLLWIUM� (Qcol) I
brown SILTY SAND
fln� to medium g;ained;
i siigh'tiy porous � 5 0 102
moisF
moist olive BEDROCK
5 2 brw,m PAUBA FORMATION (Qp) � 5 � 114
SANDSTONE . _
Tine and medium grained;
3 � trace gravel; highly 4 B 107
weathered �to 6; m�erately
weathered from 5'-I1'
,o � .
4 � 2 7 116
End of bori ng at 1 P
No graundwater en�ountered
� No coving
Ba ckfi I 1 ed
• i5 I
I
20 I
I f
�
25 I
0
a
n
`o '
0 30 '
p t Kelly weight: �680 pound, 0-1' feet } 72-inch drop
�� WESS�Ri�I PORTION OF "THE MEADO`.V5" P�oienNO.
Roncho Califomia, Cafifomia 88-81-148-0'
� for. Rancho CaliTOrni❑ Development Comoany
�
z ora..,�g No.
� � Converse Consuttants Intand Empi�e A-lE
°
SUMMARY
��..�oR� 1L-i5-38 BORING NO, a;i-�43 �
I [reS �/uu�ar ar°l*Q O�l� �i '+4 IOC�Tp� OF ira3 D0�+�6 y0 aT �4 �4 �± ��C q TJ
DFOwLLmGAA.4NGa�C}+dTt}6wTOi�ERATOir£RL[X1i106++QY.aT ii �� (e a QJ�
� QuK'.c .�i Ta�SIOG�iIP� vwTw T14 �LSS+GE O� Tn� 11�E WTt v�St]1T8] i1,!
H k, .+ S��c�CtnP+OF �C,.w. O�Q2vG Fr4+�T8 q 7'�� � °�4
� � . �� � �'i �o
a � y� Rarr�o.r tOBd F ?^t � ��
' SM •`: I•l I SILiY S4ND - fine 'ro cxrse c�inea porousr �24� 6 43
� � 9ti7` (30)* 6 I 90
5 , I =1. { .�!
19
I . I- I• � :i
ia S2 � � 1¢ �
.� '�. .
is I �I= I 'I�f
" SM _I -'� �• � 5,'�NDY SILT - trace clay� occcsional gravel, 27
a :'.:_1 9�Y
zn � CL/ '�/. CLAY/ClA`(EY SAND - sraY �6
SC � •�j'
zs /j � �
/. �l
✓./ ��
30 -,t,'" :'
S� 5 j SA�lDY SILi/SfLT`; CL4Y - fine �ined sand� i7
� -:r: � :►:I=_�, � .
a�_��-�.�:��
' � S? -,• SAND - fine tn medium grained ,grcy 33
� _ . .
S' ML -: f�; ::`: SILT - san �CB C��r g�y �
-I-:� : �'I•. �
as 5M :F� I'�7�• =�7 SIL1Y S4f`(D - f'ine to medium rsvined ��p
End oF baring at d5 feet
� No crovndwater encoemtered . . •
5
50
; P.ing Sample using a 1dD-pound hamm�r
falling 30-incncs
VAIL MEADOWS L1QU� AC1 ION $ I UDY P�vt� Ma_
Ranc�o Ca�i�omia, Cafiromia 68-t31-148-0:
for. Raneho C Dcve�oement Company
Drr.vq Ha_
� Converse Consuitants [nland Empire � A-Ta
SUMMARY
o.r� om«�eo: ���LO�SB BORING NO. WB_T �
Twq swu�r� �qU[s o4�� �T TwC toCai�w ef )w�c �os�a �ee ni TMC �C 4
TIYCO�p\ILLIYG. SY�LV4f�C[C01OfTlpplY��OII���T TI,C� 'C O
]_RM ` ��� Wt Cw�yc R Twl� ICGaTIe� �rtM Tw[ �aSa�c � 9 O
�� a v �wcs�irrca �s e��m�i�ncc:w er �ocar�oa i O O L i
[�vr 1�uG T�[ 9ara C 1� � O �
K _ ` F. `�
�CTY�� CDYOITIp�i C�CDYYTC�Cp. 4 [� . �t \ ..
arv.:r�ew: ��BJ� �i� �p' ���' \
c sr c � ` �
5M dry medium light COLLWIUM (Gicof) `
denseto brown SiLn SAND
� loose to grvy fine to medium grained�
� 1 moisT brown orovs 7 6 111
BEDROCK I
PAUBA FORMATION (G�p)
s 2 SANDSTONE 3 8 IIS
fne to medium grained;
3 -
� high(y weathered-io 5=
� 11 li3
End af bari ng af 7'
No g�oundwater encountered
No caving
i o Backfi 11 ed ,
I
�S I - .
I
I 1
to I
S 1 1
1
�
* Kefly weiaht: 1580 feet, 0-7 feet} i2-inch drop
I
t5; ERI�; PORTION OF "T�E MEAD01"JS"
zncho Colifomia, Caliromia ''
�or. Rancho Califomio GevelopmenP Company 88- 81-148-01
� Converse Corssultants Inland Err�pire Dn..�ngH---
m ��� A-14
� �`� Co�verse Coessuftan�s Intand Empire
- -- - — ... -
SlJ�—SURF,4CE DATA �
RCDC,/MEADOWS Draw�no No_ ,c,-g3
�PR�JF�T:m.�m_--°-°---s-s--°- -- -- -----------a_e_ev��__,--------
uemoe .. RUu&ER _T'.RE BACK;-IOt __loaoed by_ DCF__� µ �88-B1 _i45=C
e� o m i �
. E � 5�� � � Q � 6
�c o` p� � ° F
r • `' G �� 9 .
Q` * m +� ° �t DESCR[P770N
�a J r ��o � ���
Lag �ia. �t�-1 Gate 7 i-15�8
D
ALLWIUM (Qal)
5� SiLN S4h1D (5M): upper 1' very loose, lower 3` foose� tan, ciry meoium to
coarse sond, locally coarse sand; well strai-fied. ,
5
EEDROCK
PALJ?�; FORMAiiON (Gtp): rsecaemfiefy hard, dark 6rown, sliehtly moist to
moist witht�epth� massive silty sandstone; medium grained. � '
Tofal depth at b' _ . • '
No ground water encountered •
No caving' �
Trench backfifled 11-15-88
15
ScAt.F: ) �� = 5` �� ` S5°W
+-- }-- -- ; — -
„ ;
;
�
� �
�
p � �, �
i� � �
� ._ , _ _ —
+ -
.,. : : . —
.�1. 0 �- �I� — �.� a O e O J 1
1 I •. .1 I. . IF I
.1. I• 1 �
I
5 1 1 ' __ '
—�__`� _
� �— 1 I __ _ , - a _ _
� � _ �— ,
� � -��=--: ; : = �_ - . : - =�-.
° � _�_
�� = � ; ; -_ ._ :_ :: __--_- :=
� _}-_ =�:=: :�:
, __ � __ -�--__ _ . _ .
, , , .,.
-- � � �---- � - - L--- -
' -� ---:i... - - _{_�_.-;�.._I �-
� � - :: _- ---_-�-- __ - , - : : : : : : - �--- 1 _ - �----- . . � - � _
�'� �anverse Co�ssuftants intand Empire
�- -
SUB-SURFACE DATA
� rc{O,JEvT�_RCDUMEADOWS+_—_—_—_+-- ------------- gra�.rtno t�!_ 6 _34
uett�od . RUBBER-TIRE$ACKHOE __�o �CP�._�ob►�n88'$�`ld
e o� .d�� � - � . �
. �� e ° �o � � e F Q`0 -
r • `' G� �J� �
Q` a e � � �F DESCRIPTOH -
O J ��t� ��° � ��� .
Log No. TP-2 Date 11-75�8
� SM ALLWIUM (Gcaf)
S[C7Y SAND (5M}: loose, tan, dry, fine tn medium sand, pinhole voicf�.
�EDP,OCK
� PALBf\ FORM4ilON (�.'2.p): moderotely hare, aark brovin moisfi, ma�ive
silty sanostone; uncemenfed to weakly cementac. �
ToSnl dept6 at 4° � � j
No ground water encountered i
No ccving �
Trench bockftlled 11-15-88
15
sc,�,� 1"= 5' � ` 5 5°W
— . - —; -- '
� ;
� �
Q � i �
��� --
_ _ ,..,.; _
- _ ., .� . ; —
� �_ , .
-» � --
� � , : � .. � .
�: �
.i• , — �
5 � � . � -- , , J
, ,,.. --�. I --
� � — r—' — -- - --- -=- --
___ . i _-i'_ f _
i "_ _ '_' 1 '
! � � �
� � , .�_T_ __i— �
� - - --
— -'--F— --� - ;- - �-- !-:�-�'-- - -- —
J -- � , ' � � i � • _ _ _ 1 . . _ _
�1 ! . .1�-1 _�__ -��.. __ ___
_ _ _ : 1 �
� � � �
I . . .. .1 . j ' I • I _ • . . . _ �
_'_�____' _ " � " ' _ I . _ -{ - T__ ____
--�—_-_-___.l. . I ...� __- 1 �_ .-I_ _�.
_ __ _. _ _ _
....:....:........ I.. .. � ��. i.
� Converse Coessuttants Inland Empi�e
SUB—SURFACE DFiTA
RCDC,/MEADOWS Qraw� No. A-35.
. PROJEGT:-------�--- �---------- ---- ------------------ `-'�----------
µecnod _RUBBER_TiRE BACKHOE. __�� yy __DCP ____� NQ. 88_81__148_(
e� o b�
�� � �� �^ o Q`
.� C e 5 G ��� gd� .
Q� a a�. ° .f DESCRIPTI�N
O° . J�� �� c ��\
Log i�o_ i P-3 �aY� i t-15-88
� ALLWIUM (Q❑f)
SILTY SAND (SM): loose to very �oose� tan� cty� fine i medium grained.
5 3EDROCK
PAU�r. FORMA i I ON (Qp): scf; fn m�eratefy hard, omwn, mois�, poorfy
bedded, silfy scnastonef uncemented to weokly cementec.
'. "-2" thick interbecs slightly clayey moderately well bedded,
silty.sandstone. �
Tota[ depth at 5 }'
No ground water encovntered
No caving
Trench backfilled 11-15-88
15
sc�� 1"= 5' �— ° S 2�W
,
� � � ---
- �� ---
^ i�.'o:. �.r : -- - -
r � --- ..
- .r '
z i --
� . . . � __ '_ _
� � —
S -_ ' — - ' _ ' ' "
� t i "' ' ' ' ' _' '. " _ . .
� _' I ' ' _" "' _ _"' _ ' ' .
i I
'J_-__' _" 1 --� _� _
—i—_ ._ ' 1 ' _ _' .' - .
�--� �--- -- -� - .� -- �� -- --�-- '—"-- —�' _ .
f ,
.� ___=_ =:�::_.
-----1---- - -- -- t � - �-� - '- } ---� -- �- � _ �I
-: ---:,,-_ ---- - _. , , -1 _ -
� Converse ConsuttaR�s [nlanci Empire
SUB-SURFACE DATA '
RCDC/MEADOWS o�w�� N4 A-36
� ROJcCT•_ _�__=__------ ----- � ------------------------------_
uethod RUBBER _TIP.E BACKHO __Loppefi by __ DCp _��ob Na B �_148-(
eF
/e° oc .a° o /
c ��� y ��� m 4 �
C ° 5 � Co ``�� 5tr
m Q @` o a` ��t - DESCRtPT10H �
p ,c�� 0 � c �o
Ll��' i'av. � p_� Lia.�� ��
0
5M ALLWIUM (Qof)
SILTY SAND (SM}; medium d_rue, tan, dry, fine to meoium sand; open
pinhole voicls� •6locky rnuctvre, Iocaf}y channels into bedrxk.
S
BEDR�CK
PAUEI,` FORM4?ION (Qp): noder�tefy hara, tan ano dark brov✓n� d7r
inter�edded, tr,aaive silty sandstone and well bedried slightiy cfayey }a
clayey silistone; silritone beds avernge 1 cm - 2cm tliick.
a- BEDDING- N 2G°W,4°NE
b- SEDDING- N 52°W, 2°NE
7ota1 depth at 6' � '
No.grovnd water encountered
No caving
15 Trench backfilled 11-15-SB
scti� � �� =5' �---- � 5 9°r
--.__
� ' - ----�--- -•--;--- �-- i ------ -- �-
�
� ! --
�. �
,.
� � �: ' _ -_
- � - :�- •,.- � - -
, _ ,—�_� _ ;� � -
_ — � � --
L_= � . .1 _
1 - -- i � 1
� �. o • I
� ' �� _'1 6- , _ � �_ ' _
$ ---_- - -�.��-- -_d��-- ,.
,.
-,—;- --� — -,- -- - - - - — - y- -- _ _ .
, _ . . •- = - -
' �� � --_-�=`�- -:::;....'___ -1---- -�
_._;-�-_-_-=_ ,-:_- :- -:: � -- � :: ���-=_-=___{-_::-
--�--.— , ;
----:. . .
-�-
._ ; ;
,o =--- --�--__--_�_-__;-:-�_:=-=;_::_ :-:;::::�:=::__:-�,:__
-� :
_ , -- -, . ;. _ ,_._ . ...�
� : :_. : .:-.- : . .�
�: , ._ , .�_ :�: ,
;... ._ , �
—� c�onverse C:or�suttants Entand Empire
SUB-SURFACE DATA
PROJECT�_RCDC�MEADOWS �raw�np Na A-37
P.UBBER=TiRE BACYHOE ---^-------------------- ----------'--
. REetnoe �' ------ ' - "'�' - ' - '_" -------- ' - '� °9Ded b Nn.
g F
0� O� 6 / / t
� o C /e Q
r e s 5� p �a� g°�
O0 Q o�� o a ° �.tr DESCRIPTION ,
Jc �ti �� c ��
! ag "do. TP-5 Daie 17-15-88
0
� COLLWIUM (Qcol)
SIL7Y SAND (SM): dense, dark brown, dry p'rnhole voids
S � developedstone[Ines;: gradationay su6tEe boundarywith underiying bedrock.
5
3EDROCK
PAL'5,^� FORMATIOhI (Qp}: hard, orange brown, dry, weokly c>mented,
massive, si�ty sandstone.
Tota� depth at b`
No ground water encountered
No caving �
Trench backfilfed 11
15
SCALB - �"= S ' . �� ° j 7�E
-----�--- j -'- -'-'j."' --- ---
� T' _
i �
, i
0 � � � - ---
i -,
i � i- - —
i • , --
� • � --
� i i � - _ � _;
� � —
i � .'o :c — -
I �
_ ` :
1 1. I I. I -
C i ` I � / I J .1�__ I ___.___ __� .
� F ` ���_ . l_. . . . . .. .
_-_ -- �./ . �� _ _ _L-_ _.t_ _ . _ ' .__ _ _._ -
—� -- � — -- -- — � - - - �� �- - -- -'1'_ --. + . . . . _ . : :
� - �.
� -1 � - — - - ! � � - - — -- - — — - - �
-- � ` y= -- - - — -- -- -
- -�=-=.---�--- :-a��h:- � j : ._ � ___ :--�-___
, - - .,----,-- : ; . .
� __--�_�- �—_– -_-- ___ _: _ :: ::: _ :-.
--�-----.,-- -�. _; :�:� �= � �j_
l --- =-.-1= : :: : 1= , �:± _ �. -�: : � : �
, ,
� Converse �onsuttants En�and Empire
SUB-SURFACE DATA
PRO.I��T�__RCDC�/MEADOWS_ �_ Draw�n N� A-38
----°�_-°------------------------ °-° __.----------------
� �samoa __RUBBER-TIRE 6ACKHOE ___ ___— _ �oBa by,_ DCP___� No. _B8-81 _148_
mF
e ` �° 4` m
c Ge`�g Jc � o Q � .
c s � G o `�� �
m Q� a`�a o p� �� DESCRIPTION
p Jc � 0 � c ��
Log �10. TP-6 Date 11-15-88
o S
M ALLWIUM (Q�I)
51LTY .S4ND (5M) and CL41'�Y SILT (ML}; medium dense, tan, dry, medium
sand and itrtn, 'ran, dry, clQyey silt; pinhole voids throvghout; grovel along
contact with underlying bedrock.
6
BEDROCK
PAU5A FORMATION (Qp}: moderately hard, dark brown, medium to ca�rse
grained,masive sanc�sfione; lower 2' coarser grvined and moist
Tota1 dept{i at 6'
No ground water encountered
No caving
Trench b�ckfiiled t1-15-88
75
SCALE �"=,rj� � ' S2O'E
— -- -r---- I - � ------- - � — ----
• � - i- _
i '
� , �
�
p � � �
� ' —_
� � "'
, — _ :,. _ — �-- - --
.. — - --- — , - �' ---
� �.. � --�=°-. .
� - - --
� - -- ; � -t-� --
' • . . �_.--,;= - ; _
_i—__
0 ' ' _-
-- � � ' : � �— - I - - ' '
---- I T_ _L—�{_�.. �•-. I�. --•'--- -•-
'_'+-- � --- � - - - - - � . i . . - - ' . . . .
---T- � - - � '-- � '; -- 1 --L - -- '-- - "
_ . . _ � ___' ___ '- �-_ _ _ _ .__ I . . i . _ I .-_ �- -� __-- . _ . _ - �_ - ' '
.. _"_''''"__''._ '___'""_ ""'
� ____ _a_—__ � __ _. � . : 1 : ,
- - : .__--�_--- _ �_- � .- --- ; : = i = : :1- _
� �- .
- --:-_-}: :- _ -: ; _ ;. i � ; : �
,
. ;
� Converse Consulfa�ts [nlancf Empire
SU�-SURFACE D/�TA
�� . RCDC/fJ�EADOWS o�r�i„� Na A.-�3 `
� r�r.T:�r---------------------__°-_--_-°-°-------------
RUB3ER-TiP,E °ACK�'OE DCP 88-81-1433-
� ASaffiod . ----------� , bY—�----Job Nn�---^----
a
�e o �
. ` �p `0o` C v �
r • c� G ta ge
Q� e�e 3 ° ��t D'cSCRIP7I�N
O J �� p�� � p�
Log iVo. ► t�-51 Bate 11-76-88
-� SM COLLWIUM (Qcol)
SILi„ S^-,ND (SM): lrace c{ay, dense, brown, dry; fine to medium.sand
,
5 �EDROCK
P�,L'�:=. FORM4 •, ION (Qp): silty sandstone; darfc brown, dry, moderateiy hard,
massive, weakfy cemented� moderate{y weQthered, -
Total depth ct 4'
No grovnd water encovntered
No caving
Trench backfil►ed 11-16-86 '
15
sc�� 1"= 5' �'°-° ° S 3°W
-- ----r�---- ----- ----� --- •--- --'--
� - ;
� ;
� � � ;:
�: �
� � --
Q —
_ .�. ��:;' -
::L•c-
� . � ��_��= i :: �
�.- -- 1 — "_ 1
_
:i i
_ L - T .
5 � ' ---�- -- -L -- - --- - - - — - . .
--- ; --,--- --- -- - - - � � - -- -- � ; -- . . . . . .
� � --.�_..- --'---- - � �
= ; �__�- __ l :-.: �.: . . : i : . . _—. l---- ------ - -
' ." _ 1"_ ' ' I ' ' '
' ' ' '_ ' _ ' � ' ' ' . . . . . . . . . . . - . _ _ '.
_--_' ' ' _ 1 ' '_ "'_. I . . . . 1' . _ . . . i . . � . . . ' ' ' '
� a - � �_ "'— " � L ' _ _ � _ _ � 1 . _ I � . . � . � . ' - . . I . '
T
�-_: _--=-j_ = : � I ::�' . . l .�.' . ::_.� I .
:,= � ; � ;
- � Converse Consuttar�ts Irttand Eenpire
SUB-SURFACE DATA
PR����T�_RCDC,/MEC ---- -- ----- --°------ — a��,�� ka A-44
• , RUBBER_TIRE 3ACKHOE _+�__ DCP 88-8i-1d8
M�ihod _ ,_ LopOed by _,__� dob Wn�__�
e
e pc e
\ �� 6 p A Q` � 6 _ (C _
G p tr
Og Q J c ` `��� � C b� OJ �. y DESCRIPTOH
L�g i�Je. T°-12 �at�,��
0
SM COLLWfUM (Qc.af)
SIL'i ( SAND (5M): dense, brown, dry; fine to medium u�nd.
5
°EDROCK
PAL•B.'. FORMA i lON �Qp): silty sandstone; dar3c brown, dry modetdteiy hard�
maaive, weak�y cemented� moderote�y wecthered.
�a •Totnf depth at 6'
Nq grovrid wetrs encountered
No caving
Trenchbackrilled T1-16-38 �
15
sc� 1 " =5' �� ° S 7<E
--- ' .-- -� - --
---- --- - - - --- - � - - -- - --
� � , - —
�
� � ,
. , ;
� � � —
=�.
o . _
• 1 i1•_
� r! 1 � �•
� 1 i
C. . 1 i
' • i
�_ � � _�_ � � .�' __ <r " _ _�
� ..� - : " ' ' " ' ' _
.�j � ^ � ' �� ` _ {__" _' " _' _' _ __
� ---- 1_' � -- 'L�.._c - -- �-;' _� --- - --- . ._ . . _ . - • .
------�--- , � ---•'- - '� -:- � -
' ' • - - - - { .'- - . . , _ . . . � . . � . . . . . . _. _ . . _.�—_ -
_-_-__ -L.. '�___ _...�. ..:�:.._: ...I..... _.�._.
--- - _ �-_--�-=+----=--__ _- ._.;:-. .... . -
ia � ---- .. ._ . -- ..- ._
-----; -�-- � �----... - - �- . ..
� ��----!- -::: :.1:��:'. . I�. I -
__
� : . �. . :.. �. �. .. ��:�.:::::� . :: �.�.
� Converse CoRSUEtants iNand Empire
SUB-SURFACE DATA
•PROJECT�--RCDClMEADC ------------------- o.g,.��Na A-45 _
RUBBER-i[RE BACKHOE DC? V— 88-g7_��g_
. blathod � ��-----�---- ------L�CDSd by ._ --- Job Hc����_
a
. a,� o� `�l �
�e
c o o� � J C� a Q�e
'C • a y G +`�� 4lr
o Q ��. ; ` � � DESCRIPTIOK
O J��� �� c �o .
Log No. TP-13 Date 11-16-86
0
5M COLLWNM (Qcof)
SILI ;' S4ND (5M): dense� arvy tan, dry; rme fc med'wm sand, subrounded:�ra�•e
sized rock irogcnenis along contact with vnderlying bedrock; obc{ry
shv ctvre.
5 3EDROCK
PAl.�3„ FORMAION (Gtp):silty sond'stone; dark brown to slighY)'y inois;,
modervte(y hard masslve; moderIIteiy weathered, weakly cemented,
Totai deptb at 4.5� � •
No �round vrater encovntered .
No mving
Trench bdcki�lled I1-ib-66 �
is
sc�tE , " = 5' -� ° 5 30°�N
- - -f----�---- - --- ---- -- --i-- --
� � --
��j--��� � : 1
Q � � �
. �.
O .. e �
. � r � i � � _ -
L. i .
o ° ' � 0 1 o .a • .. .
. ' � ���' _�_ i —
. C ` —
t- Y• i _�' '_ __ ; _
5 _ i _
_ " _ ' ' _ �. _ ' _ ' - _
_ � � ---- --- '-•• --- - _- --
- � � — --- -- ---- `---- - -
- — -- — ---- - ; --- -- -- • - -- - - -- . . . . . . .
. -.' 1--'— -----�- --- ! -- I ._ i -- ._--�--�—�_----_ -�-�
. . . . E _ . . . . _'_ ' :_' ' ' , ' . . , . . : . . - _ ' ' __ ___'
. "" {'_'.�....� ......... ....:.... �
. . . . _ _ . '
lD- -'----- ---• }---' .
: :..__-__�-�-_�_-�_:__ :=_�-__I_:_;::::�: :::::::�:=�
f � - __:_:;:::::::::;: :.� ; �� ,.-.�: ,�.-: �,..
� Converse Consu[tants [ntand Empire
SUB-SURFACE DATA
RCDy �4lEACOVr S �wi�q Na �--06
�ROJECT�-------------------------- . ------------ --------
t�ernod _RUHBER_TIRE BACKi-i0E �---`---��ved br-- DCP----�ob Nn 88-$1 _748
_
m � e �
\ � �' � p �e� � ° �cQ�
r 9 5 G t .1 t�b .
. J c�° `` a 0\ .t r a � DcSCRIPTION �
Log No. TP-14 Date 11-76�8
� SM COLLLn/f��M (Cxcol)
5[Li :' SAND (SM): dense, gray tnn, dry, fine to medium sand� blocky
structure�:Pinhole vdids
5 2EDROC :
PAtJPx'', FORMAi ION (�p): sIlty sandstone; dork brown, dry medium hard,
mossive; weakly cemented, high}y weathere�
Total depth at 4'
No ground water encountered
No caving
Trench backfilfed 1T-1b-68 •
'I 5
scw�: 1�� - 5' �� " 5 3° E
---- ---. ; __ � ..------ •- - --- • -- •.• —'----
� � ---1-- -
� � , ;
:, ;
�
� � � � --
o —
� �: — -
- - ' ' ' ' • - -
_ .� - �,� � ,
.� -}- —�_ — ;
�. � — ;
; �--�' --- -- ---- --- - - --..
� - - �— - - - -- � --_ ---- i--? -- ---- 1 ` - : - - - - - • - :
, • j � : •
� ;_
i --.:- ;- =T=�t=::-:::: ��:� :: I ==-;---__�--_____ �_:.
. � � =�=-
--- ---- �-._:.....�_.. .... � . .;.... . ... ...,_._
--- �-----�-- - : . .::;::.
, ....-f---_ . �� - - ,... �::_.: :-.
��
� :_ :.{:: :_: : � ° .�--- ---�.: :: : i. :.:_ _�:
� Converse CoRSUEtants [nland Empire
SU�-SURFACE DATA
ec�c,�m���w� ��,��,N0. ,�-��
�RO.IECT� �---------------------------------------rc'------
RL'BBER-TIRE BACK:-�IOE DCP 88-g7_T.qg�
Method �.�'_"�"_'_ ____'�cODe6 bY„_�_'_JOb Na�'�'_"_� .
� � p�.a � � . .
0 5 e
� � °a c� � ° F .
r • 5 G �� �
0 o J c ` �� a @` i �+� �,�� DESCR9PTIDN
Log No. TP-15
DatE i1-3b�58
� 5 ALLWIliM (C,�al)
SP SAND (SP) and 51L1 ; SAhlD(SM): medium to coarse sand, with thin inter{ayere�
stlty sand, tan to dnrk brown, dry to very moist,
5
unQ6le to excevote Selow 10' ove te cevins
Tofa 1 depfEi c# 10 . '
� t�10 ground weter encountee�d '
Caving throvghovt treneh
Treneh bac�illed i1-16-$8
t5
scu� , .� = 5' '� ° 5 4°W
— --'---�-�--�-- -•---....,...
.—_... _...------'---
� � � -
�
;� � �
�
� ,
� I
a � --
. ' � .t' �•..�..� '• . -
. . - 1 -.1 _ I _
I
' � I ' _
. � .�r_ r t . � -- - - - --' '
� --. ! -_ _ '_ ' . _ :- ._ _ . .���-� �- - . . _ . _ _ _ ' .
f
-�=-_' :-.�=�-�,�; - - .f�: - ` � :���. :-�_ =�_==_-�_____ _-_
-�-
.�.__.. �. :,: .,I... � :.. I� . . ...,.
��Q -: -: :: _-_�-_---.- {-_.. . . . � . . . . . . . .: : - � � :
. . , , . . . � . ..__ �_--_- , :.:_ . I:.
� :: ::�: : :: � �---- -;. . : - . i -
� Canverse Cortsuttants [n{and Empire
SUB-SURFACE DATA �
�P°O„ECT� RCD_CJMEADOWS : �-----------�-°_—__°--_---�w�"c r+o_ A -43 --
uern�d _RU`9ErR_TIRE H,4CKHOE ---- by_ D�.P ` .._�ob N
m�
e o e
�c • °4 0�� p ��� � ° F
�r �� c� G �J y s
� J A� \ � 0� c+ @�\� DESCRIPTON
Log No. i�-'i 6 Date ;1-16-26
� S ALLW TUM (G�❑1)
5[LI`,` SAND(5M) and SAND (SP): Ioose 'ro rt:ecium dense, tan, dry, medium
i-o coarse sand
5 3EDROC :
P.4l.i&; FORMATION (Gtp?: moderately hard, dark brown, dry, messive silty
sandstone; moderate}y weathered, week{y cemenfiec+.
�otaf depth at 4' � �
No ground�water encountered
� No caving
Trench backfiiled I1-16-$B �
�5
sc�� , �� _ $ � � S �Vd
--------,---- --- ---- �. __. .. _� _
�. � � --
TT���-
1 : � ; ' i .
�' I 1
I 1 i . — .
i 1 : I --
� � . . . . � � �.
d , , ---
� .�..- - .
.: _�
_ _ , � � �—�} _ - -
— _" - — — ---- — -
� - ' � =�=� �, —
— � ' " � - ---1--- -- �- ---
— __ i i _ — _ ' '_' ' _ " . " " . .
— . "" __ ; _ ! '—' ""' ..
'_..
' - "' ----- r --- i---�--'-' • _. �-' .', "----- -' = ' - - �
� _ ' �" _._I .. ...f--- - --�-- ---- -- - '-
. .-----}----=----1� ...,. ... ... .. .�� ... '•-
- ' :. - - -- -' - - -
. .-- I - -�' .: . .
._.�........ ........� - - ---i.
,a �- - � –:-.- ;_: :_; �_-. ' – = � -- � . : : : : : : : j : -
:::_ � .::_: : I .. . I --- -�- _ i � -
� �-v���csac t...V�caulLdCILS IRLdC9Q CCll�l�e
SUB—SURFACE DATA
PROJtCT�-- RCDC1 N,EADOWS ---------------------------- oraw�r�p No__A_ 65 _.
� Metnod __ RlIB9ER__TIRE BACKHOE----�--,-�,�vaa by��DCP __�oy H
m F
e� o e� /
� �� °���� o°� ° F��
o c
Oe Q` J c ` �� a � ca a� J 0, � 5tr DESCRiATON -
LOg NO_ T?-53 Qat2 1i�16-88
� S� COLLUVfUM (Qcol)
$ILTY SAND ESM}: Ioose inn dry fine fo medicim sand.
BEDROCK
PAUBA FORMATION (Qp); medium hard, tan� dry, wecthered�
� poorly bedded, silty sandstone.
❑ = Jointing, attitude: hI20°`JJ,59°�1N
�a
� Toial depth at 14�'
:No ground water encountered
No caving
Trench bock�lled 11-18-�8
SCALE: � n = j� -� . .
S ��
p � --- - - - - - � -- -- -
� �
�
� � � - ,
: , . �
' , „
� '
� �
� —
5 � �
�
— _
' ' '� - ' _._._ _ _
- — - ` �. � .. . .`t� ---- -- _..
-- � T �•� ---? .'r.�-�--' - — ---- -- - � -
, ,: . .. - -
�o -- -' : _��;-_- -,_ --- -- __
.�
--�--- -_�- -- - . _ � —�— _ _
-�-�-- ,-- •-- --J ���._� � .- ... � -�-
' . j . I _ - -
— < -. _ ._ . . � -
--- ---- ' -r __- �.--���_- { �� I -- • � - -
'. _--_ -- --.�. ---- '� .� 1 � ..
�}.
1� -- _ 4 -�_- _: •t�•�.; `'� I �� .� �� ' . �
i. i .: � � .. �: .
r+.� ��nv�rse l..�RSU1L3Ri5 �n�ana �mpire
�:�
SUB-SURFACE DATA
PROJECT�— RCD� ME�DOWS ______________,____ Draw�np t� A-$6 '
• ►Aethod ,__RU - TIRE �AC��OE ` ____�, qQ , d y __ DCP __, NQ 88-51 _T48-0
a� a� 4 � 0 �
• m
� �°� °� e� 6 �� •
r c a 9 p� ` �c- y s F
p Q� $� � o • ��- DESCRIPT70N , �
p J ��� �� r �o � , .
Log �lo. TP-54 �at� ti-TS-S�
d COLLWIUM (Ccol}
S1LiY SF;ND : rr.ediuri dense ecrk �roy� c�ry� T�ne to meciun sand.
°EDROCK "
P.til,",A F�RMA-10r�: (�_:p}: r..acercte}y f�are, reccish �rown, cry,
$ -assive, rr.ocereteiy wevthered cl e senc'r;�one.
To1a� depth at-5'
•No 9rrn+nd vr�}e� encauntcred �
L�(o caving
Trench back�lfed 1T-18-88
1 .
'15
sc A! F• � �� _ � � � ' S ? 7�N
-- � --{--- ; : ---;---- --- — - -
� ,
�
� ;,' ;
�.
�. � �. �
�, .�: '� �, —
� � -
� � --
0 � — — •-•.
_ �� - ^�� —
�
_ _ ,.
_ • �- _ .; .
- �-:' �•,
� �- - - - -
— — -- . . . . � - = _'-- - - -- - - - . :
; i--- - ' �� - - - - -: -••--- ----
� ' '� - .�{ - - ' ., - - -
5 � - -- _� J-'---------
— --+-- --- - � -- - " r--1=- - : - -+--- ----- - . . .
..--•-- ----- -. i _.. . (._.. � .. - -.:: - _-------_ --_-:
�- �I - --- I - - � -- � : : � : . .--. : :' :
--- -----{- . _ : : :_: �. ".;-.. . .._. . . . .�
,a - ----- -- 1: - := i= � � �
, ...
. . �.
•
• LOGS OF BORINGS AND TEST PITS
(from referenced Converse reports dated December 9, 1988
and December 16, 1988}
Locafion Map Symbols:
� Boring Locations
e-t
� Test Pit Locations
TP-t
•
SUMMARY
l BORING NO. 6
O�TE ORILLE�� I ���O�HH �
� Txm auruu� ✓�Nts oMl� �r rMC Lo[�r�ow oe rxis eo��nc .wo �r rwE �C • f ( �p
. Tltl_OFOPILLInE. SVlSU!�n�SCOe91T10Clm>iO:Il.aa�JtxZ4COCtTlp:ei �i O �, l
❑ePTM �f� �MO Y�t CM�MOC lT TXI! LGCITIOY �ITN TML �\f]�GL 0� TI4C. TXC Cai• C L � �p \
�0 ��CfCMTCO IS � S�uK1FlCaT10� OI �CTY�L COMOITIOM3 EwCOUMtGCE. �� �Le�.� C (r'ti s �y \
FEET yrreyy* ELE�ATIOM: ��6�� , J• C ��, t �'
Q
SM dry loose light ALLWIUM (Qaf)
T slPghtly medium 9ray SILTY SAh1D P�Sh s
maist dense crown rine fio medium grained >>�
to dark
2 6rown
moist brown BEDROCK 3 b T 11
5 PAUBA FORMATION (Qp}
3 SANDSTON_ Push 4 iD6
I fine to medium grained; +�
i trace o` gravef; highly
d weathered P�sh 15 116
vislble pinhole voids + �
( b-12'
fo `' Pusf� i7 I1�
� +1
very
moist increase in clay and
• to wet ' moisture
15
6 2 24 IQS
. End of boring at 16'
No groundwater encountered
No cavi ng
Backfilled and tamped
zo I
25 I
:
, 30
• * Kelly weighf: 2500 pound, 0-10 feet } i2-inch drop
W�STERN PORTiON OF "iHEi�v�DOWS" Pm�eciNO.
Rancho C.alifornia, Califomia gg_g�_�qg_Q�
• for: Rancho Califomia Gevelopment Company
Dawmg No.
� Co�vePSe Co�suitants f�Pand EmPir° A-9
SUMMARY
BORING NO. 7
o.r[ oa���eo � �—��-88 �
- rwie avu....� a.�vcs ow�. ar rw� �our�a. o� Tnis eo+�.c ..o .r .�e �� � o o\ p� r
Tiu[oroR��u.a, Su�swr�c[co�or*ia.au..oirru.rorwEe�ouno+s ° 4 p
� L ♦w0 u�� Ce�W.0 1T iwll lOC1i�0� w1iM TN! ��SS�GE 01 TWE. TeE O�T� . \ C� 9'- �S. O ' C 4 y � \
OEN M e � �v �A(fEwiCC IS � Lu�lI1UTIOM OI aCTO�L COMOITIOMS (wCOONTEMEp. * �, C(� � 4
�1 � 1 C } O
FEET 5Y y� ELfYI.TION: TZS(5� �' C S r }�-
0
S1Ji dry ioose to 6iack 1 OPSOIL
medtum SILTY SAND
slightfy '�ense Q11 fine tc ��edium�ained
moist to brown BEDR�CK
moist � PAUBA FORMATION (Qp)
SANDSTONE
g with si�tstone interteds;
1 Ol �erv fine to medium grained g S 123
� sandstone; massive; highly
wecthered to 6'
�o I 2 9 8 118
�
gradational contact at 14'
brown ------
� t �ne to coarse grained;
3 massive; discontinuous silt- 4 8 iO4
sFone laycr at 16'
undulatnr. contact at T7'
very fine gbined
2o I 4 slighrly g T7 ��$
moist I
,
fine to coorse grained
zs _ _
5 olive fine to medium grained; � 10 T18
brown f�ce of coarse sand and
grove�
reddish — — — — —
� brown �ne grnined; approximate
� bedding attit�de at 30'
� NES°W, 5
; 30
' k Kelly weight: 2500 pound, 0-25 feet; 1500 po�nd, 25-45 feet �„.
=• 7�0 pound, 15-:c feet 1�-inch crop
�iV�STERN PORTION OF "THE MEADOWS" Pro�eaNc
Rancho California, California 88-81-148-01
� for: Ra ncho Californ Develop Company
Draw�ng No.
' � Comerse Consultants infand Errtpir� ,�_�
�
SUMMARY .
pp BORING NO. 7 (cont.)
I D4TEORIILE�' t�—�0��}p -
Tn6 saM���+ ���U[s owt* �i rp[ voc�i�o� of 1n�s eo��44 �ho �r rae �< O � C 9,
�. TWCOIO�IL�IwC. SV�SUwr�QCONOIilon3u�r0ilf[1�i6inUloC�i�oxs !�, 9 9� J�
q •.a u�• Cw�w[ ar rHU �ounoe v�r. rx[ �us•cE or rn.L T.e o•ta c O� �..^ �r
OE'T% � ��CS[�TCO IS � S��RV�C� o! �CTUaL COxDITIOMS EwCOUFTPC¢. y Cf (i 1, <(.
O
� N '' �� 1256 " ° � ' ` .
FEET y Y S ELEVATIOia: � ' �jf
3o slightly reddish BEDROCK (cont,)
moist brown v-ry fine grained
brown
! fne to coarse gr�ined
35 I
6 undulat�contact at 36' �3 14 106
SILTSTONE
with trace of fine sand _
SANDSTONE
fine to coarse grained
very fine grained with silt .
ao
� �ine to coarse grained
• as fine grained, slight(y silty 12 8 102
7
- o've SILTSTONE
SAND�OiJE
�ne to coarse grvi ned
50 I
.�
55 '
8 5 TS 102
End of boring at 56`
� No ground water encountered
No caving
; Backf i lled
n
= 60
�
�
� VJESiERN PORT!ON OF "THE IviE,SDO`rVS Pro�enNn.
Rancho California, Califomia 88-81-1d8-0
� for. Rancho Califomia Development Company
° DrewmgNO.
� � Convefse Consu(tants Intand EmpirR 6_„
SUMMARY
pp BORING NO. 9
OsTE �RILLEO: 1 ��ZO�00 �
s • i" o
Twu suuuu� a•�ues owt* �* TM( LOC�TIOM or *nis von•c �so �r r�[ �o. �p O C 4 �- r
iw[OIGe�LI�w�. SU�SY�NCCCO`uRlOwsu�x PlffE��TOTM[RLOCLiIpMS 1 q b � C.F�
(.) �MO MI� CX�M6[ �T TMI] LOC�TIOM VI�M TMC ��SS�4C O! TIYE. TM( O�i♦ C Q CC. �Y�
OEPTM � �![](MTEO 19 � SIUPLIIIC�TIOM OI �CTU�� COXGITIOMS EMC011MiC11L�. � �f �j�' p� `
� ra �,P" * 0� u. C L t i � \
FEET y r y ElE`/ATION: �060� y p�"
0
SP dry loose to fight ALLWIUM (Qal)
medium gray to SAND
dense brown trace fnes fiine to medium
grained; stringers of coarse
1 slightly medium I sand
3 2 98 1.2
moist dense
5 �
2 increase af coQrse sand 2 3 I �Qf �, �
I and gravef
I
3 3 3 103 l.d
�o � _
4 � 3 5 105 1.5
� 15
5 4 10 108
SP/ moist ` increcse.of silt
� SM �
20
End of boring at 20'
Groundwater encountered
at 14'
Backfi f led
Caving below 79'
�
ZS �� Percent collapse when
I svbmerged at 2KSF
(see Appendix B for proce-
dure)
�
0
u
�
n
0
0 30
_� * Ke�ly weignt: 1680 poun�, 0-20 feet } 72-incn �rop
�
c
VJE57ER�i P�2TION OF "T�E MEADOWS" Pro�etiNO.
' Rancho California, California 88-81-1^8-0
,� for. Rancho Californi❑ Development Company
° Drawin4 Mo.
� � Converse �orssuEtanis Inland �mpire . A-i3
SUMMARY
DATE ORILLE�� ���ZO�HH BORING NO. 1O
TM�] ]YY4�If �r��1[3 OF�} tT TMC LOC�TIOM 0! iN15 pOR1Y4 �N4 �T iME �� ' 9
• TIY[OiORIIIIFG.. C �i
[ 440 4�� CNly6[ 1T iNl! �OCtTIDA'�IiX TM[ r�35)4C O� TI�If: Tw[ OlT♦ \ C 9 1 0 O � �R�
DEPTH � rwL�CMTCG 12 � f1ur�1IIC�;IDM OI �CTWL COMGITIONS EwCpUxiERE�. � �P`T} CL �$ 4
IN r Q �0O O
FEET St y EIEV�TtO�a: �� T7� �' � � i
� SM dry loose fight ALLUVIUM (Gcal)
brown SILTI' S.'�ND
fine te medium grained;
1 medium trace of coarse sand and 3 2 100
1 dense gravel
S 2 slightiy brown BEDROCK 1 3 102
mois±
PAUHA FORMATION (Qp)
SANDSTONE
fine to medium grvined;
3 highly weathered to 6` 2 3 99
moderately weathered
( from 6'-11'
�o
4 trace of grave� ot 10' 3 g 112
End of boring at 11'
No groundwater encountered
No caving
Backfi I fed
� 15 �
I
20 �
:'
25 �
5
i
� .
i
i
�
30
;• * K�IIy weight: T680 pound, 0-il feet} 12-inch drop
�
WEST�RN POR110N OF "THE N�EADOWS" Pro�eClNO.
Rancho Califomia, Califomia 88-81-1ag_O1
� for. Rancho Califomia Development Compony
;
Dra�+�ng No.
...�.._.�, �onverse �onsultants In(and Empire e_,�
� Converse Consuttants Inland �mpire - .
SUB-SURFACE DATA
RCDC�MEADOWS °'a' �'`" �?=61--
- -- -
?R�JJECT�-------- ------------------------------------------------- ----- - -------------- -
RU2BER-TIRE BACKHOE DCP SB-S7-148-
M ethod of-----------�—'------------------------Lo99md h Nc
e� oc °� � .
0
F ��` °j ��� e �G�
Q �r @ 0a � }�� +��� \� � pE3CRIPTON
O J ���� g�� ° . �� .
Log No. TP-29 Date 11-16-88
� Sp ALLWIUM (G�al)
SAND (SP): trace fines, loose, gray tan, dry; medi�m to coane sand.
5
BEDROCK
PAUBA rGRMATION (Qp}:
2.5`-6' -moderntely hard� darkbrown� slightiy moist, conglomerv�ic
a sandstone; slightly clayey with rounded cobbles and boulder size clasts.
6'-8' - soft, moist, olive green, fine grvined sandstone; massive,. micaceou
Total depth at B'
7 5 No ground water encountered
No cavi ng
Trench backfi I I ed 1 i-16-88
SCALE ��� = g� �— ` 5 6T
--- --- i -- ----
' . . , i `---y—.- i
I i .
� i i
i i
O _ c.. r _
., �. �� �. � ,. � �- L_1 ��
./... .� i
� 0 r?=r'^� _ _ _.�' ' _
- , - •, " ' . . '_� — - ♦e � � N ', Z 'C R � C T fPS:
:_� �
5 I ' CI �� p �Q_ ��3� � 0 � — 1 G T`
�
� •';'=-• -,•=-'� " � r - -�— 1-- _..
' -_tT- - --:i -- - - �. -- - � -
--- - - --- - - .- . . i .. . ..- -- — ---
. 1 ...�... ..i_ . ..
50 ------ -- - _ - � ` — � -- I --- � � - . �
, �
.. .
' --- ----I� --- _ i ... , �......:• . : ... �_...:.. . �. .
� Converse Consul�ants Iniand Empire
SUB-�UFtFACE DATA
r• RCDC�MEADOWS Draw�nfl Na, A-b9
ROJEC � �------- --- ---- -----------------------------------------------
----- ----
RUBBER-TIRE �AC;CHOE DCP 88-81-i�8-C
Metbod - -----�-----`—'----'--'---'—' LoCDed bY --------- Job No.'----'--'_-"'
F
0 O b�� / /
�� 0
60` F J JCt e `CQ
`r � `+a o 3u o g ��� ya DESCRIPT70N
w
Om Q Jc m� c 0J �
Lo� No. TP-37 Date 1':-�7-88
� p �.LLWIUM (�al}.
SAt`JD (SP�: loose, tan� dry, medium to coarse sand,
5 BEDROCK
PAUBA FORMATION (Qp):
0.5'-2.5' - interbedded siltstone and sandstone moderately hard, dark
brown, dry� well bedded
2,5'-0'_- daric brown� dry sil'ry sands'rone; massive� moderQtely
weathered, porous..
a -
Total depth at b' a=�edding dttitude: i: 60
No ground water encountered
No caving
Trench 6ackfilled 11-17-88
15
scn�: i'� - 5� '�'__' ` S :0°E
- - -�---- — ---
'---- - �--� -- -------- -�-..�-..._ .
_ .— ,
� ` ' --
, �
��
, — � --
, ; —
� --
_
� ,;
� ' _ .�.—.:_ ' —
: � � • _ �a.� �•..-
�i T'� : y ' � I
��� � �
I
'T.
_1 � I I
� -• i t �. , '1 � _ a �
_. ________ .. _�� . • �_'A�- �, ___ . _ _ � �.
� �ti_ .�� ' : . :t'' ___ . __ _ . . . . .
1. __ �L� r- _
�
: � �...� ��' •�- �l �� ' � ' � - __ _ _ 1_ _ .
_ � _ I 1 �
_ �I _ f . � . . ` . . . . I . . . . � � . . ' �
1
_ :._ _-�-y-.{--_- - -_ - f : ; i : I : : =
- _ . � -- - - �- - - � - - �= ;
.� f: ,:_ - : . � . .:. ,
, �
� Converse Consultants inland Empi�e
SUB-SURFACE DATA
RCDC�MEADOWS _ �raw��allo- A-�0
. ROJECT�----------------------------------- -------------------------------------------
RUBBER-TIRE SACKHOE DCP 88-81-148-
Method -------""---'--��_—'-------"_—'--L°G7ed b No.
/ � S oc 6`6 /
6 m
� Ga` `' Jc � 0 �
Q �seb � ��'� m ��� � � DESCRIPTION
O J ���� p� � 0 � .
Log No. TP-38 Date 11-17-88
� Sp ALLWIUM ;Qol) .
SM S4ND (SP) a�d 51LTY S�;iJD (SM):
loose� tan, dry, medium to coarse �nd� trace grwel.
5
BEDROCK
PAUBA FORMATION (Qp): dark reddish 6rown, dry, silty sandstone;
massive moderately weathered.
o TotaP cfepfh dt 5'
No- groursd waterencountered
No mving
Trench backflled 11-i7-88
15
SCALE ;"= 5' � �— ` S 63 E
, - --. _.. __ -- --- _. .-- --
�— — � .
�
T �—�
,�.
� . I
I I
� • . . . 1 �
� �� I , ��
I _ • O rr� ��t� — I �- — I
— . :1 � " l � i �•� ' _
. .. I � .. � ��i •__ . . . . . . .
_ _ ____ _ _ _ _ __ �/"'��.
— i ~
�. _ _� _-- - - - , - - �` : . : : - G ---- —�-_-� - . �' _
` i �
i
-- -- � �-- -- ' - . l - - I ' ' . I . . . . �� . . . . _ . . . � . . _ .
--...—�- . . �_...._ . I . ' � . ,... .... .
1 � . - - . . . - - - i . - � . . � . 1 . . . : ------�._.-. . . . I.. . . . �' . .
� Converse Consultanfs Intand Eanpire
SU�-SURFACE DATA
RCDC,ME.4DOW5 _ ore„��v „o, p .L_L_
ROJEGT�-------- - ----------- --------------------
RUB�ER-TIRE 3ACKHOE DCP 88-81-148-C
M ethod �.�------------'-----'_"'_--------------��°fled b N¢
F
O � JC 6t 9
0
Q G 0' ` � J (�� p �Q�
Q 4 c � 0 5 � � b ��� ` � 5 DESCRIPTION
O ° Jp �y� _. p �° c 0 0
Log No. TP-39 Date 11-17-38
� Sp ALLUVIUM (Qal}
SAND (SP�: loose� tan� dry� m=dium to coarse sand.
5M
COLLI �/fL'M (Qcol)
SILT'( SiaND: �ediucr, aense, dark'orown, dry, Rne Fo mediun sand; ab:mdanl
5 pinhola voids.
_EDROCY.
PAU6A FORMATION (Qp): reddish brown, dry, siliy sandstone;
massiv°� moderetely weathered.
� Toivl depih at 4' - -
No ground waterencountered
No caving
Trench backfilled 11-17-88
15
scA�: 1"= 5' �— ` S 32'E
----;� -. ..-�- � ----' -- �---`--
--- - -- -- - � - -- � - - - , ,
�� ' — �
� �
, —
�
�
�� �
� ', {�:.�cr � ,--� --- -- ;
_-,� . I -
�� `- �_ G� � ' � 1 � ..
- .� �.� �_� �_♦�� � ' ..
.. . ; .! I � . . . . _ . � . .
5 "_ __""4 _ ..!... "_'�__ —' _' _'_
�—_--- . . . . . . � . . . - . . . . _ ... . . .__. _ ._.
� -. _---�- _--:-- �_-;=:--1. : : .1:�: i=:: �: ::::.:: � .
I I � ; _ � _ _ - : - ; - _ -_-- �= :�
,
� , �. i ;. ,
� Con�rerse Consuitants fnland Empire
SU�–SURFACE DATA
RCi7C MtAUOWJ Drewl� ria, H-%^c
- - -
ROJECT�--------•---------------------------------------- ---- ---- --------------
RUBBER-TIRE �ACKHOE. __�, by�_,�CP _—.+oo Na._88�� _»_
IAsMod------�-----'------^—_---�-------' .
` �F
e e a r s
m
Q �$� q J p� o �Q�
C o
� ��a G� 0 ��� `�$ DESCRIPTION
C �c��� q� c ��`� ' .
Log No. TP-4� Date I1-17-88
� 5M CCLLUVIUM Qcol�
SfLTY SAND �SM): oose to medium dense, gray brown, dry, Fne sand;
abundant pinhole voids.
5
�EDROCK
PAUBA FORMATION (Qp): reddish brown, dry, clayey silty sandstone;
modervtely weathered.
Total depth at 5`
� No ground water encountered
No caving .
Trench backfilled 11-17�8
15
scA�� i �� _ 5 � '� —` S 9'W
-- - — - — - - . .. —�_,- —
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- � - � �- }- . : . � � �
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� Converse Cor�suttants (nland Errspire
SUB°SURFACE DATA
� PROJECT�----FcCDC � ME.�`,DG\Ns----------------------------------- c. _��. _r!a _A _73
c�etnod ------RUBBER=TIR ?.�C_�HOE -- � '-' ---- ' LogpodbY----Q.�P _�_Job Hu� 88_81-1�'g.
F
/�� o� .c% /
. 0
e �.� 5 ��� m �Q`
�'� �e � � e�� , `�@ DESCRIPTION
00 G Jc � k �a � c a ���
Log No. TP-dl Date i 1-17-88
Q Sti� SURFICIAL LANDSLIDE DEBR15 (Qis)
SlLN SAND (SM): dark brown, fine to medium sand, medium dense
dry porous.
5 D15TURBED BEDROCK (PAUBA FORMATION): reddish 6rown silty
sandstone clayey� massive� moist medium nard� moderately weathered.
SLIDE PI.4NE at 10'- orientation N 70 dipping 19°S1N,
1"-2" thick, 6rown sandy clay (qouge).
ia
UNDlSTURBED BEDROCK - PAUBA FORMATION (Qp)
Reddish brown clayey sandstone� massive, mimceous, moist.
Total depth at 11'-
I�lo gro�nd water encountered
15 No caving
Trench backfilled I1-17�8
scn� t�� = 5' �' S T
--- ---- '------,./-- ---- +--�---� -�----'—
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. . . . .
- _._..----.�.._..... I I.�. -- . . . . . .
� Convers� Cor�sultan�s lnland Empire
SUB-SURFACE DATA
RCDC1 MEADOWS -----------=---------•- arawt� �. A�74 --
• PROJECT�-------- - -
Method ---R�'_ER _TtRE EA�h'HOE --- ---------�o9ved by_J2�P ----�ob No = 1dg_
t
6 � ,C 4
p 0
� `S`` JC � p � .
Q 0a � 3 G� a��� ` 5 � � DESCRIPTIOM
_ Q J ���� 0�� � m° .
Log No. TP-42 Date 11-17-86
� COLLWIUM (Qcol)
5C CLAYEY SAND ($C): medium dense� dark brown, dry, medium fo
coarse sond.
_ECROCK
PAUBA FORMATION (Qp): 3'-13' - reddish brown, dry Po slightly
5 moist� clayey silty wndstone; upper 2' highly weathered.
10 a= Bedding attitude at 10': N 78°W, 6°NJ
i3'-��' - in�=_r'��dded, cliv� green and reddish �rown,
clayFy sandstcn�, ricecaous, mcist.
� Toivl depth aY �4'
No grovnd water enco�ntered
No mving
Trench backflled 11-17-88
sca� �^= 5� � ' S 55
-- ---r----. _..-_-. .- -•- - - - i---
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,
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' _'___.-- ' �_--_ _' " _'r .- � _ �,_ ��:` _ _ '_ " ' ' _ ' ' i . .
_ '�- ___'L' �_ t-'_- ��� "\1 . ._ }— --_"_._�-_
l ---' -- __— i_�_ _ I' .. I . . � .:
-- --- -- '�� I�- - 1-.: 1 �... �.. � .
� _-__-+--_ _' , -- —.. �
�
.�_ _•i..�. �. ,. i '
� Converse Consultants lnfand Empire
SUB-SURFACE DATA
�ROJECT�--RCDC_ ME4DOW5 �"'"i'''Q �a A-��
`--------------°------------------------------------•------------------
Mecncd __RUEfiER _TIRE 3ACKHOE __ ________� b ___� No _88_Sl = 148_0
6 o p b �°j
e e
�C G $` y ,C� 6 �.Q .
�p ' � Go `�� ys .
Q s e0 f e , ,t, D'cSCRIPTIOW
p � Jc ��� 0 �0 � �o
Log No. TP-43 Date 11-T7-88
� 5M. COLLWIUM (Qcol)
SILTY SAND: medium dense, dark brown to reddish brown inedium
to coarse sdnd; dry, trace of clay and gravel.
5
BEDROCK
PAUBA FORMATION (Qp): reddish brown, silty wndstone;
modeivtely weathered, massive.
Totnf deprh ar T '
No groond wate� encountered
No caving
Trench back�lled 11-77�8 _
15
scn�: } �� = g� �— ` 5 54°F
�
� �
, �� — -
; —
a � � -
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I'__' " " T' _ '._ __' "" ' '
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_"_ . _ • _-_" I -. _._ '_ _ _ ' _ . . . � . . . . ... . . � . . _ . _ -'- '� -
_ _ _ " � _- � -_ '__- ` _ " l _ ' _ .. _ - _ _ _ ' I . _ � _ . : - . ' . . " " ' - . . I . .
_-� r--- -I ' I i
,o -;- - � --=--: ; --. .._ . .. .; .:
-: _ =:i::=::: �: �. . j : .� . :I. . �:: ::, . : . . ►
� Converse Cansultants (ntand Empire
SUB-SURFACEDATA
�cuc Mtaaaw� �m��� �- A-7a
�R OJ ECT� --------
Metnod _ RIFBER_ ^ TfRE_9ACKHOE _____�_�____�ofloed eY_._ DCP ____� y,,88-81�148_0
. . /C b m� .
` �0 G4O r� 6JC` `0 � .
Q � r s �ea ,��' a�� , y � DESCRIPTION
Q m Jc ��� 0 �° c �o
Log No. TP-4= Date iT-18-88
� SP ALLWIUM (Qal)
SM $AND (SP�: loose to medium dense brown flne to coarse s�nd.
. J
BEDROCK
5 PAUBA FORMATION (Qp): interbedded brown siltstone and reddish
brown sandstone. Siltstone thinly bedded.
Total depth at 5�'
iVO ground water encountered
No caving
Trench back�lled 11-18-88
a= Bedding attitvde at 2'; �I�4°1h',1°SlN
15
- SCALE ��� -5� � ' $ 18�U/ �.
- --�- — - -- - - - r -- -- - ---- — - - - - - --- -- - —' - --
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d i ' i - —� t I I
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� r ' 1_" _
_'—�_ _�-_ ___'I" _ ".�.".'_' __'�— ,-_ _
_ . . . � __._ .. _ " _.. i _ ' ' ' _ ' ' ' i ' ' _' . . . . � . . . . .. : _ �.' " -' -__ _ _' _- '__'
i(� .. ..:. '. ._ _" . .... . . ..:.... .. . ... . . . .
- . . . '-_ -' _' " . . J . . � _ _'__ � . . � . . . � I . . . � . . . . . . ._
" —' __T—_� �_ . +�� �.._ ; -.:,: .. _
_---, _ -! --- L__-- _ .. . . -
� - : = j: �: ; , ; � �. i
� Converse Consuttants tn{and Empire
SUB-SURFACE DATA
FCDC � MEADOWS 6raw�rq i�a �+'-T' ___
�ROJECT�--------- -----------------------------------------------------------
aaecnoa.---RU°pER-TIRE9ACKHOE------------�O9yaaeY---DCF ---�o�N0.88_81.1�8_C
F
9
�6 _h e��
0 V @
C G@p 5 `'C g �
Q �'� s a0� 3 U � q�� ``�@ DESCRIPTIOk
O J ���� 0� � 0� -
Log No.TP-u5 Date 11-'8-88
� 5P ALLWIUM (GGaI)
SAND SP : tan loose d medium to coarse sand,
cEDROCK
PAU?A FGRMAT(ON (�p): medium hard, dry, reddish 6rown, massive,
clavev sanc�stone. Upper 1�' hiqhly weathered. �—
$ Toial depth at 4'
No ground water enmuntered
No ccving'
Trench backflled 11-18�8
t6
scn� � " = 5' �"'-- ` N 80°W
, --- ---�---- -� - ---- -. __--_.. ... - - -- �
�
,-- — �
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,'
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. . _.....1" ' _'_ __'_ ' '__._ �_ . _. .
5 -- --- --- --```�1 _' /• ' - : : - — -- - — — —
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� Converse Consuttants inland Empire
SUB—SURFACEDATA
�cuc i' M�uows Q�a��� �. A-%�
�PROJ EC T�------•---------------------- ------------------------------------------------ __
Method ____RUBBER = TIRE BACKH�E �________Lp ___�obNa_ _l48_(
�F
o �o �`
o •
Q Ga, y Jc � 0 �
Q �'r 0 +0a� 3 G � e�� \ 5 � DESCRIPTION . �
0 J ���� p� c 0 � .
Log No. TP-ab Date 11-18-88
� SP ALLWIUM (Gtal)
SAND ($P): Ioose tan dry, medium to coarse sand� wfrh scattered
fine to coarse grovels.
BEDROCK
PAUBA FORMATION (Qp): reddish brown� dry� silfy sandsione;
5 massive highly weathered, porous.
Totnl depth at 5-'g'
No ground water encountered
No caving
Trench backfilled 11-18-88
15
scn�: 1"= 5' � ` S 51 E
—r- - - — �— - ---'-- -- — � - -
i ii
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Water Quality Management Plan (WQMP)
Paseo del Sol
•
Appendix F
Treatment Control BMP Sizing Calculations and Design Details for
Pauba Road (Site #7)
CASQA BMP Fact Sheets
Operations & Maintenance Guidelines for CDS Units
The Pio Pico Filtration Basin is designed using the minimum criteria required by the
ACOE 404 Permit (bottom surface of at least 7,000 square feet). The size of the basin
meets these size requirements provided in the permit, as designed under the DAMP
criteria. It has been maximized for additional treatment capacity wherever possible.
This basin size was established in 1996 under the DAMP criteria to handle nuisance
flows and first flush flows from 627.3 acres, which includes 395.9 acres of the existing
Paloma Del Sol West development and 53.0 acres east of Butte�eld Stage Road.
Nuisance flows from these described areas will be routed through this basin under the
proposed design. However, current BMP sizing criteria for the first-flush flow is
significantly different than the criteria used for this facility under the DAMP
• requirements when this facility was proposed and the ACOE permit was acquired. The
original sizing calculations that were used when the permit was issued are un-
available. However, as previously stated, the basin has been designed to meet the
size requirements described in the permit. Therefore, traditional Treatment Control
BMP Sizing Calculations are not provided for this basin.
�
• Worksheet 1
Design Procedure for BMP Design Volume
85th percentile runoff event
Designer: Miguel Gonzalez
Company: RBF Consulting, Inc.
Date: 7/29/2010
Project: Paseo del Sol Tracts 24188-F & 24188-2 � ? �
Location: Pio Pico Basin
� , . .
1. Create Unit Storage Volume Graph � , ,
a. Site location (Township, Range, and Section) . T8S & R2W ''`
b. Slope value from the Design Volume Section 9 (1)
Curve in Appendix A. Slope = 124 (2)
c. Plot this value on the Unit Storage
Volume Graph shown on Figure 2.
d. Draw a straight line from this point to Is this graph
• the origin, to create the graph attached? Yes � No ❑
2. Determine Runoff Coeffcient
a. Determine total impervious area A ;mPery;o � s = 13.86 acres (5)
b. Determine total tributary area A 27.72 acres (6J
c. Determine Impervious fraction
I=(5)/(6) i= 0.5 (7)
d. Use (7) in Figure 1 to find Runoff
OR C = .858i - 78i + ]7qi + .04 C = 0.34 (8)
3. Determine 85% Unit Storage Volume
Draw a Vertical line from (8) to the
graph, then a Horizontal line to the
desired V� value Vu = 0. 42 in-acre
acre (9)
4. Determine Design Storage Volume
a. V BMP =(9) x(6) [in-acres] VBMP = 11.66 in-acre (10)
b. V BMP =(10) / 12 [ft-acres ] VBMP = 0.97 ft-acre (11)
c. V BMP = (11) x 43560 [ft'] VBMP = 42,329 ft3 (12)
Notes:
•
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. Worksheet 2
DESIGN PROCEDURE FORM FOR DESIGN FLOW
Uniform Intensity Design Flow
Designer: Miguel Gonzalez
Company: RBF Consulting, Inc.
Date: 7/29/2010
Project: Paseo del Sol Tract 24188-F & 24188-2
Location: Pio Pico Basin
1. Determine Impervious Percentage
a. Determine total tributary area A total 27.72 acres (1)
b. Determine Impervious % i= 50 % (2)
2. Determine Runoff Coeffcient Values
Use Table 4 and impervious % found in step 1
• a. A Soil Runoff Coeffcient Ca= 0.48 (3)
b. B Soil Runoff Coeffcient Cb= 0.52 (4)
c. C Soil Runoff Coeffcient Cc= 0.56 (5)
d. D Soil Runoff Coeffcient Cd= 0.59 (6)
3. Determine the Area decimal fraction of each
soil type in tributary area
a. Area of A Soil I(1) = Aa= 0 (7)
b. Area of B Soil 1(1) = Ab= 0 (8)
c. Area of C Soil I(1 �= Ac= 1 (9)
d. Area of D Soil 1(1) = Ad= 0 (10)
Aa+Ab+Ac+Ad= Atot= 1 OK
4. Determine Runoff Coeffcient
a. C= (3)x(7) + (4)x(8) + (5)x(9) + (6)x(10 ) = C= 0.56 (11)
5. Determine BMP Design flow
a. Q BMP = C x I x A=(11) x 02 x(1) QeMP= 3. 1 0 4 6 4 ft' (12)
s
•
H:/pdata/91000/Strmwtr ManagemenUWater Quality/bmp design/flow
• Table 4. Runoff Coefficients for an Intensity = 0.2'"/ for Urban Soil Types*
i i ..�. ...._ . .Y 'I�i�l ¢ Su€-im€3&. �¢3^P' h V G� t a'G 5' T 3D C F'��
��3��'��'n �r m,� ASoil �, B al �,m �,� �� � u�: �� �
Imp'ervious�% au�e�2R N �32'�mrz � flu�R1�56 av, � F m�' �. �' v �
� �,m h-.,-�� _ .-_�-�,� � RI�Z
0(Natural) 0.06 0.14 023 0.28
5 0.1 0.18 0.26 0.31
10 0.14 0.22 0.29 0.34
15 0.19 0.26 0.33 0.37
20 (1-Acre) 0.23 0.3 0.36 0.4
25 027 0.33 0.39 0.43
30 0.31 0.37 0.43 0.47
35 0.35 0.41 0.46 0.5
40 (1/2 - Acre) 0.4 0.45 0.5 0.53
45 0.44 0.48 0.53 0.56
50 (1l4 - Acre) 0.48 0.52 0.56 0.59
55 0.52 0.56 0.6 0.62
60 0.56 0.6 0.63 0.65
65 (Condominiums) 0.61 0.64 0.66 0.68
70 0.65 0.67 0.7 0.71
75 (Mobilehomes) 0.69 0.71 0.73 0.74
80 (Apartments) 0.73 0.75 0.77 0.78
85 0.77 0.79 0.8 0.81
90 (Commercial) 0.82 0.82 0.83 0.84
95 0.86 0.86 0.87 0.87
• 100 0.9 0.9 0.9 0.9
' Complete Districfs standards can be found in the Riverside County Flood Control Hydrology Manual
•
� Worksheet1
Design Procedure for BMP Design Volume
85th percentile runoff event
Designer: Miguel Gonzalez
Company: RBF Consulting, Inc.
Date: 7/29/2010
Project: Paseo del Sol Tracts 24188-F & 24188-3
Location: Pauba Road (Water shed draining north to Pauba Road Storm Drain)
1. Create Unit Storage Volume Graph
a. Site location (Township, Range, and Section) T8S & R2W
b. Slope value from the Design Volume Section 9 (�)
Curve in Appendix A. Slope = 1.24 (z)
c. Plot this value on the Unit Storage
Volume Graph shown on Figure 2.
. d. Draw a straight line from this point to Is this graph
the origin, to create the graph attached? Yes � No ❑
2. Determine Runoff Coeffcient
a. Determine total impervious area A ;mPerv � o � s = 6.81 acres (5)
b. Determine total tributary area A, 13.62 acres (6)
c. Determine Impervious fraction
� i= 0.5 ���
d. Use (7) in Figure 1 to find Runoff
OR C = .858i - .78i + .774i + .04 C = 0.34 (8)
3. Determine 85% Unit Storage Volume
Draw a Vertical line from (8) to the
graph, then a Horizontal line to the
desired V� value Vu = 0.42 in-acre
acre (9)
4. Determine Design Storage Volume
a. V BMP =(9) x(6) [in-acres] VBMP = 5.73 in-acre (10)
b. V BMP = (10) / 12 [ft-acres ] VBMP = 0.48 ft-acre (11)
C. VgMp = ���� x 43560 [ft VBMP = 20,798 ft3 (12)
• Notes
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. Riverside County Water Quality Management Pian Exhibit C
Worksheet 5
Design Procedure Form for Infiltration Trench
Designer:
Company:
Date:
Project:
Location:
1. Determine Design Storage Volume
(Use worksheet 1)
a. Total Tributary Area (maximum 10) A, = i 3_ 6 2 acres
b. Design Storage Volume, V gMP
VBMP - 2. O. ' � �, ft
2. Maximum Allowabie Depth (D =
tl/12s) I= 1 J in/hr
a. Site infltration rate (I) t= `� 8 hrs
b. Minimum drawdown time (t = 48 S= � n
hrs) Dm = �I ft
c. Safety factor (s)
• d. D = tl/125
3. Trench Bottom Surface Area
Am = usMa � �m A = Eoo ft
Notes:
�
July 24, 2006
Worksheet for 24" SD
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Solve For Discharge
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Channel Slope 0.00640 ft/ft
Normal Depth 1.90 ft
Diameter 24.00 in
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FRes[alfs . ���� �����A�, � �' �. � !c.
Discharge 19.45 ft'/s
FlowArea 3.08 ft'
WettedPerimeter 5.38 ft
Hydreulic Radius 0.57 ft
Top Width ��87 ft
Critical Depth 1.59 fl
Percent Full 95.0 %
Critical Slope 0.00788 ft/ft
Velocity 6.31 ft/s
� Velocity Head 0.62 k
Specific Energy 2.52 ft
Froude Number 0.59
Maximum Discharge 19.47 ft'/s
Discharge Full �8��0 ft'/s
Slope Full 0.00739 ft/ft
Flow Type SubCritical
G r ` . ..,.. � . . . .
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Length 0.00 ft
Number Of Steps �
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GVF__'Ou�tput Data�,. p��� � �� " ��� " ' _ _ _ ��
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Upstream Depth 0.00 k
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 /
Normal Depth Over Rise 95.00 /
Downstream Velocity Infinity fUs
� Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.77.00.03]
6/2/2010 7:36:47 PM 27 Siemons Company �rive Suite 200 W Watertown, CT 06795 USA +�.203-755-1666 Page 1 of 2
Worksheet for 24" SD
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Upstream Velocity Infnity Pos
Normal Depth 1.90 ry
Critical Depth 1.59 ft
Channel Slope 0.00640 ft/ft
Critical Slope 0.00788 � tUft
�
� Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03]
8/2/2070 7:36:47 PM 21 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +�.203-755-7666 Page 2 of 2
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Infiltration Trench TC-10
• ,.:. _ Maintenance Concerns,
— �� �y � Objectives, and Goals
■ Accumulation of Metals
e Clogged Soil Outlet Structures
� '`- ' ■ VegetationlLandscape
��
Maintenance
�
General Description
An infiltration trench is a long, narrow, rock-filled trench with no
outlet that receives stormwater runoff. Runoff is stored in the Targeted Constituents
void space between the stones and infiltrates through the bottom ,/ Sediment �
and into the soil matrix. . Infiltration trenches perform well for ,/ Nutrients •
removal of fine sediment and associated pollutants. J Trash •
Pretreatment using buffer strips, swales, or detention basins is ,� Metals o
• important for limiting amounts of coarse sediment entering the
trench which can clog and render the trench ineffective. ✓ Bacteria •
✓ Oil and Grease �
Inspection/Maintenance Considerations ✓ organics m
Frequency of clogging is dependant on effectiveness of ✓ Oxygen Demanding m
pretreatment, such as vegetated buffer strips, at removing Legend (Removai effecriveness)
sediments. See appropriate maintenance factsheets for o Low a High
associated pretreatment. If the trench clogs, it may be necessary
to remove and replace all or part of the filter fabric and possibly • Medium
the coarse aggregate. Clogged infiltration trenches with surface
standing water can become a nuisance due to mosquito breeding.
Maintenance efforts associated with infiltration trenches should
include frequent inspections to ensure that water in5ltrates into
the subsurface completely at a recommended infiltration rate of
�2 hours or less to prevent creating mosquito and other vector
habitats. Most of the maintenance should be concentrated on the
pretreatment practices, such as buffer strips and swales
upstream of the trench to ensure that sediment does not reach
the infiltration trench. Regular inspection should determine if
the sediment removal structures require routine maintenance.
Infiltration trenches should not be put into operation until the
upstream tributary area is stabilized.
��S;Qi/q.
� �'Callfornla
<� Stormwater
• � nuauty
Association
)anuary 2003 California Stormwater BMP Handbook 1 of 3
Municipal
www. ca bm pha ndbooks.com
TC-10 �nfi9tration Trenc�a
� _
ncy
o Inspect after every major storm for the first few months to ensure proper functioning. After construction
Drain times should be obsecved to confirm that designed drain times has been achieved.
o Inspect facility for signs of wetness or damage to structures, signs of petroleum Semi-annua] and
hydrocarbon contamination, standing water, trash and debris, sediment accumulation, after eatreme
slope stabiliry, standing water, and material buildup. events
■ Check for standing water or, if available, check observation wells following 3 days of dry
weather to ensure proper drain time.
■ Inspect pretreatment devices and diversion struMUres for damage, sediment buildup, and �
structural damage.
m Trenches with filter fabric should be inspected for sedime�t deposits by removing a small � M�ual
section of the top layec If inspection indicates that the trench is partially or wmpletely
clogged, it should be restored to its design wndition.
a �
estild
o Repair undercut and eroded areas at inflow and outflow structures. Standard
maintenance (as
a Remove sediment, debris, and oi]/grease from pretreatment devices and overflow needed)
structures.
■ Remove trash, debris, grass clippings, trees, and other large vegetation from the trench Semi-annual, more
perimeter and dispose of properly. often as needed
• o Mow and trim vegetation to prevent establishment of woody vegetation, and for aesthetic
and vec[or reasons.
■ Clean out sediment traps, forebays, inlet/outlet structures, overflow spillway, and Annual
trenches if necessary.
■ Remove grass clippings, leaves, and accumulated sediment from the surface of the trench.
Replace first ]ayer of aggregate and filter fabric if clogging appears only [o be at the
sudace.
■ Clean trench when loss of infiltrative capacity is observed. If drawdown time is observed
to have increased significantly over the design drawdown time, removal of sediment may
be necessary. This is an expensive main[enance activity and the need for it can be
minimized through prevention of upstream erosion.
■ If bypass capability is available, it may be possible to regain the infiltration rate in the 5-year maintenance
short term by providing an e�ctended dry period.
a Seed or sod to restore ground cover.
■ Total rehabilitation of the trench should be conducted to maintain storage capaciry within Upon failure
2/3 of the design treatment volame and 9z-hour eafiltration rate limit.
■ Trench walls should be excavated to e�cpose clean soil.
■ All of the stone aggregate and filter fabric or media must be removed. Accumulated
sediment should be stripped from the trench bottom. At this point the bottom may be
scarified or tilled [o help induce infiltration. New fabric and clean stone aggregate should
be refilled.
�
2 of 3 California Stormwater BMP Handbook January 2003
Municipal
www.ca bmphandbooks.com
Infiltration Trench TC-10
�
Additional Information
Infiltration practices have historically had a high rate of failure compared to other stormwater
management pracrices. One study conducted in Prince George's County, Maryland (Galli, i992),
revealed that less than half of the infiltration trenches investigated (of about So) were still
functioning properly, and less than one-third still functioned properly after 5 years. Many of
these practices, however, did not incorporate advanced pretreatment. By carefully selecting the
location and improving the design features of inFiltration practices, their performance should
improve.
It is absolutely critical that settleable particles and floatable organic materials be removed from
runoff water before it enters the infiltration trench. The trench will clog and become
nonfunctional if excessive particulate matter is allowed to enter the trench.
Cold climate considerations — see httn• //www cwp org/cold-climates.htm
References
EPA, Stormwater Technology Fact Sheet - Infiltration Trench. EPA 832-F-99-oi9. September,
1999•
Metropolitan Council, Urban Small Sites Best Management Practices Manual. Available at:
httn•Uwww metrocouncil org/environment/Watershed/BMP/manual.htm
Michigan Department of Environmental Qualiry. Infiltration Trench Factsheet. Available at:
� httn•//www deq state mi us/documents/deq-swq-nps-it pdf
Montgomery County Department of Environmenta] Protection. Maintaining Urban Stormwater
Facilities - A Guidebook for Common Ownership Communities. Available at:
httv•//www monteomerycountvmd gov/mc/services/dep/Stormwater/maintain.htm
Stormwater Managers Resource Center, Manual Builder. Available at:
htr2//www stormwatercenter net/intro manual.htm
Stormwater Managers Resource Center. On-line: httn://www.stormwatercenter.net
U.S. Department of Agriculture, Natural Resources Conservation Service. Illinois Urban
Manual: A Technical Manual Designed For Urban Ecosystem Protection and Enhancement,
1995•
U.S. Environmental Protection Agency, Post-Construction Stormwater Management in New
Development & Redevelopment BMP Factsheets. Available at:
httn•//www cfpub epa eov/nndes/stormwater/menuofbmps/bmp files.cfm
Ventura Countywide Stormwater Quality Management Program, Technical Guidance Manual
for Stormwater Quality Control Measures. July, zoo2.
i �
January 2003 California Stormwater BMP Handbook 3 of 3
Municipal
- www.cabmphandbooks.com
* Hyclrodynamic Separators
��°--' Maintenance Concerns,
�,��� , Objectives, and Goals
+ '�
`" �'�' �� a ` o SedimenUdebris removal
� ' � �,� �:.� � , &� ;: .
�.. -
a Vector Control
�.,
.�.� l�ti' �-
�� E
l� # �; `
� � �� „
r�t
,, �
."��,° ...I ,
- .,�a.
,..�..... � ,
4
Source: CDS Technologies, 2003
General Description Targeted Constituents
Hydrodynamic separators are flow-through structures with ✓ Sediment �
a settling or separation unit to remove sediments and other � Nutrients �
pollutants. The separation of sediments may be achieved ,i Trash' v
either by the swirling action of flowing water or by indirect
filtration. These systems are most effecrive at removing ✓ Metals •
� heavy particulates, which can be settled, or floatables, ✓ gacteria
which can be captured. The four major iypes of ✓ Oil and Grease" •
hydrodynamic separator systems available from vendors
include: 1) Continuous Deflective Separators (CDS); 2) � Organics
Downsiream DefenderT"�; 3) Stormceptor�; and 4) Vortex ✓ Oxygen Demanding
SeparatorTTA.
Inspection/Maintenance Considerations Legend (RemovalEffectiveness)
Hydrodynamic separators do not have any moving parts, • �ow ■ Hign
and are consequently not maintenance intensive. • Medium
Maintenance is important however, to ensure the system is
operating as efficiently as possible. Proper maintenance *some types remove trasn.
involves frequent inspections throughout the first year of ** some types are so�d with
installation, especially after major storm events. The optional absorbent pillows for
systems are considered full when the sediment level comes capturing oil and grease.
within one foot of the unit's top, at which point it must be
cleaned out. Removal of sediment can be performed with a
sump vac or vacuum truck. Some hydrodynamic separator
systems may contribute to mosquito breeding due to the
presence of standing water between storms.
Q///G.
Santa Ciara Valley
Urten RunoA
� Pollutlon Prevention Program
May 2003 1 of 2
� Yiydrodynan�ic Separators
- , - m sug9�tea =
Inspection Activitles � � � �ag �'� p �U8 �
�
■ Inspect for proper construction Immediately following
construcrion
m Inspect for accumulated sed'unent/debris � As needed
h. �� . � y . << � .r� ��. � �. "�°Suggasted '� '
Mamtenance,Activities 3 ; � °'�_�^�
_ � : � Frequency ,rz
e Removal of accumulated material with a vacuum truck. It may be Annual, or more
necessary to remove and dispose of the floatables or absorbent oil pillows frequent as needed
separately if petroleum products are present.
O See vendors instructions for additional maintenance activities.
References
Storm Water Technology Fact Sheet. EPA 832-F-99-017, September 1999.
Stormwater Best Management Practice Handbook: Municipal. California Stormwater
Quality Association, January 2003.
•
. 2 of 2 May 2003
F:\SC46\SC46.29\C3. Guidance Manual\Flnal c3 Handbook\Chapter ] o&M�qttachmen[s\o9_BMP fact sheets\New Foltler\HydmGynamic
Separarors.doc
Vegetated Swale TC-30
• ' „�; ' ' � ` "'� " Maintenance Concerns,
�,°� �, �
„ �� � w Objectives, and Goals
. � X ¢y r ;� R .
_:�,,_� �� ���� �`' s Channelization
sg�:� .t �' .�. '.': .
.�, ti .� ° �� o Vegetation/Landscape
� _ �,_r�,���_^� � � ` *% Maintenance
, � . ■ Vector Control
�: �, "' '� � �: ■ Aesthetics
■ Hydraulic and Removal Effcacy
�"ps � "` ""� `� .
� t t �����
General Description
Vegetated swales are open, shallow channels with vegetation
covering the side slopes and bottom that collect and slowly Targeted Constituents
convey runoff flow to downstream discharge points. They are ,/ Sediment ♦
designed to treat runoff through filtering by the vegetation in the ,� Nutrients •
channel, filtering through a subsoil matrix, and/or infiltration
into the underlying soils. Swales can be natural or manmade. � Trash •
• They trap particulate pollutants (suspended solids and trace � Metals ♦
metals), promote infiltration, and reduce the flow velocity of ✓ Bacteria •
stormwater runoff. Vegetated swales can serve as part of a ✓ Oil and Grease ♦
stormwater drainage system and can replace curbs, gutters and ✓ Organics ♦
storm sewer systems. Therefore, swales are best suited for ✓ Oxygen Demanding ♦
residential, industrial, and commercial areas with low flow and Legend (RemovalEffec6veness)
smaller populations.
o Low a High
Inspection/Maintenance Considerations ♦ Medium
It is important to consider that a thick vegetative cover is needed
for vegetated swales to function properly. Usually, swales
require little more than normal landscape maintenance activities
such as irrigation and mowing to maintain pollutant removal
efficiency. Swales can become a nuisance due to mosquito
breeding in standing water if obstructions develop (e.g., debris
accumulation, invasive vegetation) and/or if proper drainage
slopes are not implemented and maintained. The application of
fertilizers and pesticides should be minimized.
��K,S.Q�
� �Californla ..
Stormwater
� nuality
Association
)anuary 2003 California S[ormwater BMP Handbook 1 of 3
Municipal
www.cabmphandbooks.com
TC-30 Vegetated Swaie
�
� � . _ .. � n
o Inspect after seeding and after first major storms for any damages. Post construction
o Inspect for signs oF erosion, damage to vegetation, channelization of flow, debris and Semi-annual
litter, and areas of sediment accumulation. Pedorm inspections at the beginning and end
of ihe wet season. Additional inspections after periods of heavy runoff are desirable.
o Inspect level spreader for clogging, grass along side slopes for erosion and formation of Annual
rills or gullies, and sand/soil bed for erosion problems.
hlain a e vi ', u„n
■ Mow grass to maintain a height of 3-4 �nches, for safety, aesthetic, or other purposes. As needed
Litter should always be removed prior to mow�ng. Clippings should be composted. (frequent,
seasonally)
a Irrigate swale during dry season (April through October) or when necessary to maintain
the vegetation.
■ Provide weed control, if necessary to wntrol invasive species.
■ Remove litteq branches, rocks blockages, and other debris and dispose of properly. Semi-annual
o Maintain inlet flow spreader (if applicable).
■ Repair any damaged areas within a channel identified during inspections. Erosion rills or
gullies should be corrected as needed. Bare areas should be replanted as necessary.
■ Dedog the pea gravel diaphragm, if necessary. Annual (as needed)
• ■ Correct erosion problems in the sand/soil bed of dry swales.
o Plant an alternative grass species if the original grass cover has not been successfully
established. Reseed and apply mulch to damaged areas. �
o Remove all accumulated sediment that may obstruct flow through the swale. Sediment As needed
accumulating near culverts and in channels should be removed when it builds up to 3�n. (infrequent)
at any spot, or covers vegetation, or once it has accumulated to io% of the origina] design
volume. Replace the grass areas damaged in the process.
■ Rototill or cultivate the surface of the sand/soil bed of dry swales if the swale does not
draw do�m within 48 hours. .
.
2 of 3 California Stormwater BMP Handbook lanuary 2003
Municipal
ww w. ca bm p h a nd boo ks. com
Vegetated Swaie TC-30
• AdditionalInformation
Recent research (Colwell et al., z000) indicates that grass height and mowing frequency have
little impact on pollutant removal. Consequently, mowing may only be necessary once or twice a
year for safety or aesthetics or to suppress weeds and woody vegetation.
References
Metropolitan Council, Urban Small Sites Best Management Practices Manual. Available at:
htto• //www metrocouncil.org/environment/Watershed/BMP/manual.htm
U.S. Environmental Protection Agency, Post-Construction Stormwater Management in New
Development & Redevelopment BMP Factsheets. Available at:
cfpub epa cov/nndes(stormwater�menuofbmps/bmp files.cfin
Ventura Countywide Stormwater Qualiry Management Program, Technical Guidance Manual
for Stormwater Quality Control Measures. July, zoo2.
.
.
January 2003 California Stormwater BMP Handbook 3 of 3
Municipal
www.ca bm pha nd books.com
• Exfiltration Trench
Maintenance Concerns,
s� cor+erece siab ��� `��� �"�' Objectives, and Goals
Aspfielt 2" x 2" Grat6 .
� ���,.. _ �. o Accumulation of inetals
ja ,, ; ■ Clogged Soil Outlet
i x, ; - M €�h i �� Structures
1°-3"crara� �r . ...
¢ a� oiameter ;�.. ' screen ■ Vegetation/Landscape
� $' Maintenance
�� .' POAo(�kStl Plpd � �� �
i�
s•
FPlter Fabdc
� :` � ' 'e"�� Catch BaaCn
.d�� ��� � �t ��: Sedimtnt Sur+rp
w ------..- 6 ' • 4 " u.--i .
Source: (VJatershed Management Institute, Inc., 1997)
General Description Ta rgeted Constituents
Exfiltrarion trench consists of a perforated or slotted pipe ✓ Sediment ■
laid in a bed of filter media, such as sand. They are similar � Nutrients ■
to infiltration trenches with the exception they can be placed � Trash o
below paved surfaces such as parking lots and streets. The
exfiltration trench performs well at removal of fine sediment ✓ Metals s
� and pollutants. Pretrearinent using bnffer strips or swales is ✓ Bacteria o
important for limiting amount of coarse sediment entering � Oil and Grease ■
the pipe, which can clog the surrounding filter media and
render it ineffective. ✓ Organics ■
✓ Oxygen Demanding s
Inspection/Maintenance Considerations
Successful operation depends on maintaining the percolation Legend (Remova/ EHectiveness)
rate of the trench's sides and bottom. The keys to long-term • �ow o High
performance are accurate estimarion of percolation rate, � Medium
proper construction, pretreatment, offline design, and
maintenance accessibility. Frequency of clogging is
dependent on effectiveness of pretreatment, such as
vegetative buffer strips and street sweeping, at removing
sediments. Accumulated sediments need to be removed
from the pipe to allow percolation into filter media. If filter
media becomes clogged, it can be expensive to remove pipe
and replace media to allow for proper percolation.
%O/G.
. Santa Clara Valley
�,...
May 2003 Gollutlon Preventlon Vrogram
� Exfiltration Trench
,Inspection�'AcliviEies � _ � �" a Sugges�ed' �a� �:
- R rz . � , •� Freguert�cy�'
m Inspect to assure exfiltration trench was installed and working properly. Immediately following
construcHon
■ inspect pretreatment BMP for potendal erosion and sed'unent Mnually, or as needed
accumulaHon.
■ Inspect observaHon well to determine percolarion rete.
- v Inspect pipe for accumulated sedimentr.
` � � ' � ' a `.� • � r�i� . S�99es[ed ^x ''�
Ma�ntenance �ACtivlties
� � �; T Freque`ncy'
■ Remove accumulated solids from prelrea�e^t BMPs to prevent transport Annually, or as needed
into trench.
■ Implement source controls, such as street sweeping and landscape
practices, to reduce sediment transport.
e Vacuum out sed'unent and debris that accumulated within exfiltrafion pipe.
High pressure cleaning of the holes or slots in the pipes may be needed to
reduce clogging.
■ Remove sedimentr which accumulate within the aggregate emelope, or
replace aggregate if needed.
•
References
Operations, Maintenance, and Management of Stormwater Management Systems
(Watershed Management Institute, Inc.,199'�
• 2 of 2 May 2003
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� �� ��111111\?`
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• �..� �� � �� �
OPERATIONS AND MAINTENAiVCE
GUIDELINES FOR CDS UNITS
(Continuous Deflective Separation Unit)
INTRODUCTION
The CDS unit is an important and effective component of your storm water management
program and proper operation and maintenance of the unit are essential to demonstrate your
compliance with local, state and federai water pollution control requirements.
The CDS technology features a patented �on-blocking, indirect screening technique developed
in Australia to treat water runoff. The unit is highly effective in the capture of suspended solids,
fine sands and larger particles. Because of its non-blocking screening capacity, the CDS unit
is un-matched in its ability to capture and retain gross pollutants such as trash and debris. In
short, CDS units capture a very wide range of organic and in-organic solids and pollutants that
typically result in tons of captured solids each year such as: Total suspended solids (TSS) and
• other sedimentary materials, oil and greases, trash, and other debris (including floatables,
neutrally buoyant, and negatively buoyant debris). These pollutants will be captured even
under very high flow rate conditions.
CDS units are equipped with conventional oil baffles to capture and retain oil and grease.
Laboratory evaluations show that the CDS units are capable of capturing up to 70% of the free
oil and grease from storm water. CDS units can also accommodate the addition of oil sorbents
within their separation chambers. The addition of the oil sorbents can ensure the permanent
removal of 80% to 90% of the free oil and grease from the storm water runoff.
INSPECTION AND CLEANOUT OVERVIEW
Once pollutants are captured in CDS units, they will be retained until clean out.
Floatable and neutrally buoyant contaminants are held within the separation chamber
while negatively buoyant debris is stored in the sump. Frequency of cleanout depends
on the nature of the drainage basin. Because of the high efficiency of pollutant removal,
drainage basins discharging large amounts of pollutants will require more frequent
cleanouts. Maintenance personnel may expect that floatable materials will require
removai at least one to hvo times per year. Settled solids should be cleaned out at least
one time per year.
•
• ��'�` a w '" �s °�' The visual inspection should ascertain that the
��
� ��� ��� - - unit is functioning properly, and that there are
��,���� no blocka es or dama e to the inlet,
� � ��,� -� �� 9 9
u � ���� ���, separation chamber or separation screen.
7 �-�'� �'�'.: �� The quantities of captured pollutants within the
Storm �rain separation chamber and solids storage sump
�
should be assessed.
� ..:�. The amount of solids in the sump may be
�. � -��,,
estimated using a calibrated measuring rod or
Storm Drain �' �,K . tape. If floatables accumulate more rapidly
`, �� •. ..,�„�=� than the settleable solids, the floatables should
�� '""' be removed with a vacuum or skimming net.
� ;� �' `� oii Baftle During the rainfall season, the unit should be
�,� _,
- inspected at least once every 30 days.
.-� outiet Floatable materials should be removed before
the layer exceeds 12-inches thick. Settled
INet solids should be removed when the sump is
' � � 85%full.
-'�, "�� CDS cleanout procedures entail opening the
, � Catchment access to the screening chamber / sump and
��,,` �,. ., Sump removin the tra ed ollutants. Visual
� Separation s� �� �-` 9 PP P
Screen � veritication that the cleanout is complete by
the equipment operator is easily done due to
the open nature of the CDS unit.
� .Aa ff �y,'"f °� . ��' i� .
. °��.�—.`_ �`ea �.
OPERATIONS
The CDS unit is a non-mechanical self-operating system and wili function any time there is
flow in the storm drainage system. The unit will continue to effectively capture pollutants in
flows up to the design capacity even during extreme rainfall events when the design capacity
may be exceeded. Pollutants captured in the CDS uniYs separation chamber and sump will be
retained even when the units design capacity is exceeded.
CDS UNIT CLEANOUT
The frequency of cleaning the CDS unit will depend upon the generation of trash and debris
and sediments in your application. Cleanout and preventive maintenance schedules will be
determined based on operating experience unless precise pollutant loadings have been
determined. The unit should be periodically inspected to determine the amount of
accumulated pollutants and to ensure that the cleanout frequency is adequate to handle the
predicted pollutant load being processed by the CDS unit. The recommended cleanout of
solids within the CDS uniYs sump should occur aY 75% of the sump capacity. However, the
. sump may be completely full with no impact to the CDS unit's performance.
Access to the CDS unit is typically achieved through two manhole access covers — one ailows
inspection and cleanout of the separation chamber (screen/cylinder) & sump and another
2
� allows inspection and cleanout of sediment captured and retained behind the screen. The
PSW & PSWC off-line models have an additional access cover over the weir of the diversion
vault. For units possessing a sizable depth below grade (depth to pipe), a single manhole
access point would allow both sump cleanout and access behind the screen.
CDS Technologies Recommends The Following:
NEW INSTALLATIONS — Check the condition of the unit after every runoff event for the first 30
days. The visual inspection should ascertain that the unit is functioning properly (no blockages
or obstructions to inlet and/or separation screen), measuring the amount of solid materials that
have accumulated in the sump, the amount of fine sediment accumulated behind the screen,
and determining the amount of floating trash and debris in the separation chamber. This can be
done with a calibrated "dip stick" so that the depth of deposition can be tracked. Refer to the
"Cleanout Schematic" (Appendix B) for allowable deposition depths and critical distances.
Schedules for inspections and cleanout should be based on storm events and pollutant
accumulation.
ONGOING OPERATION — During the rainfall season, the unit should be inspected at least once
every 3D days. The floatables should be removed and the sump cleaned when the sump is 75-
85% full. If floatables accumulate more rapidly than the settleable solids, the floatables should
be removed using a vactor truck or dip net before the layer thickness exceeds one to two feet.
Cleanout of the CDS unit at the end of a rainfall season is recommended because of the nature
of pollutants collected and the potential for odor generation from the decomposition of material
coilected and retained. This end of season cleanout will assist in preventing the discharge of
� pore water from the CDS� unit during summer months.
USE OF SORBENTS — It should be emphasized that the addition of sorbents is not a
requirement for CDS units to effectively capture oil and grease from storm water runoff. The
CDS unit separation chamber effectively captures free oil and grease and CDS units are also
equipped with a conventional oil baffle for the capture of gross quantities. However, the addition
of sorbents is a unique capability of CDS units that enables enhanced oil and grease capture
efficiencies beyond that obtainable by conventional oil baffle systems as well as permanent
retention of captured oil and grease in solid form that prevents emulsification and conveyance.
Under normal operations, CDS units will provide effluent concentrations of oil and grease that
are less than 15 parts per million (ppm) for all dry weather spills where the volume is less than
or equal to the spill capture volume of the CDS unit. During wet weather flows, the oil baffle
system can be expected to remove between 40 and 70% of the free oil and grease from the
storm water runoff.
CDS Technologies only recommends the addition of sorbents to the separation chamber if there
are specific land use activities in the catchment watershed that could produce exceptionally
large concentrations of oil and grease in the runoff, or for large amounts that may be subjected
to extended periods of inattention. If site evaluations merit an increased control of free oil and
grease then oil sorbents can be added to the CDS unit to thoroughly address these particular
pollutants of concern.
Recommended Oil Sorbents
Rubberizer� Particulate 8-4 mesh or OARST"' Particulate for Filtration, HPT4100 or equal.
. Rubberizer0 is supplied by Haz-Mat Response Technologies, Inc. 4626 Santa Fe Street, San
Diego, CA 92109 (800) 542-3036. OARST"" is supplied by AbTech Industries, 4110 N.
Scottsdale Road, Suite 235, Scottsdale, AZ 85251 (800) 545-8999.
The amount of sorbent to be added to the CDS separation chamber can be determined if
sufficient information is known about the concentration of oil and grease in the runoff.
3
� Frequently the actuai concentrations of oil and grease are too variable and the amount to be
added and frequency of cleaning will be determined by periodic observation of the sorbent. As
an initial application, CDS recommends that approximately 4 to 8 pounds of sorbent material be
added to the separation chamber of the CDS units per acre of parking lot or road surface per
year. Typically this amount of sorbent results in a Yz inch to one (1") inch depth of sorbent
material on the liquid surface of the separation chamber. The oil and grease loading of the
sorbent material should be observed after major storm events. Oil Sorbent material may also
be furnished in pillow or boom configurations.
The sorbent material should be replaced when it is fully discolored by skimming the sorbent
from the surface. The sorbent may require disposal as a special or hazardous waste, but will
depend on local and state regulatory requirements.
CLEANOUT AND DISPOSAL
A vactor truck is recommended for cleanout of the CDS unit and can be easily accomplished in
less than 30-40 minutes for most installations. Standard vactor operations should be employed
in the cleanout of the CDS unit. Disposal of material from the CDS unit should be in accordance
with the local municipality's requirements. Disposal of the decant material to a POlW is
recommended. Field decanting to the storm drain system is not recommended. Solids can
be disposed of in a similar fashion as those materials collected from street sweeping operations
and catch-basin cleanouts.
MAINTENANCE
The CDS unit should be pumped down at least once a year and a thorough inspection of the
� separation chamber (inleUcylinder and separation screen) and oil baffle performed. The unit's
internal components should not show any signs of damage or any loosening of the bolts used
to fasten the various compo�ents to the manhole structure and to each other. Ideally, the
screen should be power washed for the inspection. If any of the internal components is
damaged or if any fasteners appear to be damaged or missing, please contact CDS
Technologies to make arra�gements to have the damaged items repaired or replaced:
CONTECH Construction Products
11835 NE Glenn Widing Dr. Phone: (800) 548-4667
Portland, OR 97220 Fax: (800) 561-1271
The screen assembly is fabricated from Type 316 stainless steel and fastened with Type 316
stainless steel fasteners that are easily removed and/or replaced with conventional hand tools.
The damaged screen assembly should be replaced with the new screen assembly placed in
the same orientation as the one that was removed.
CONFINED SPACE
The CDS unit is a confined space environment and only properly trained personnel possessing
the necessary safety equipment should enter the unit to perform particular maintenance and/or
inspection activities beyond normal procedure. Inspections of the internal components can, in
most cases, be accomplished by observations from the ground surface.
� VECTOR CONTROL
Most CDS units do not readily facilitate vector infestation. However, for CDS units that may
experience extended periods of non-operation (stagnant flow conditions for more than
approximately one week) there may be the potential for vector infestation. In the event that
4
. these conditions exist, the CDS unit may be designed to minimize potential vector habitation
through the use of physical barriers (such as seals, plugs and/or netting) to seal out potential
vectors. The CDS unit may also be configured to allow drain-down under favorable soil
conditions where infiltration of storm water runoff is permissible. For standard CDS units that
show evidence of mosquito infestation, the application of larvicide is one control strategy that is
recommended. Typical larvicide applications are as follows:
SOLID B.t.i. LARVICIDE: '/z to 1 briquet (typically treats 50-100 sq. ft.) one time per
month (30-days) or as directed by manufacturer.
SOLID METHOPRENE LARVICIDE (not recommended for some locations): '/z to 1
briquet (typically treats 50-100 sq. ft.) one time per month (30-days) to once every 4-Yz
to 5-months (150-days) or as directed by manufacturer.
RECORDS OF OPERATION AND MAINTENANCE
CDS Technologies recommends that the owner maintain annual records of the operation and
maintenance of the CDS unit to document the effective maintenance of this important
component of your storm water management program. The attached Annual Record of
Operations and Maintenance form (see Appendix A) is suggested and should be retained
for a minimum period of three years.
•
�
5
�
14PPEI�IDIX A
CDS UNIT RECORD OF
OPERATIONS & MAINTENANCE
�
�
6
�
CDS UPl9T RECORD O�
OPE8tAT90td 8� MA9I�ITEPIANCE
OWNER
ADDRESS
OWNER REPRESENTATIVE PHONE
CDS INSTALLATION:
MODEL DESIGNATION DATE
SITE LOCATION
DEPTH FROM COVER TO BOTTOM OF SUMP (SUMP INVERT)
VOLUME OF SUMP CU YD VOLUME/INCH DEPTH CU FT
VOLUMEIFOOT DEPTH CU YD
INSPECTIONS:
DATFJINSPEC SCREENfINLET FLOATABLES DEPTH TO SEDIMENT SORBENT
TOR INTEGRITY DEPTH SEDIMENT VOLUME" DtSCOLORATION
inches CUYDS
*Calculate Sediment Volume =(Depth to Sump Invert— Depth to Sediment)*(Volume/inch)
OBSERVATIONS OF FUNCTION:
CLEANOUT:
DATE VOLUME VOLUME METHOD OF DISPOSAL OF FLOATABLES, SEDIMENTS, DECANT AND
FLOATABLES SEDIMENTS SORBENTS
OBSERVATIONS:
SCREEN MAINTENANCE:
� DATE OF POWER WASHING, INSPECTION AND OBSERVATIONS:
CERTIFICATION: TITLE: DATE:
�
APPENDIX B
CDS iJNIT
INSPECTION CHECKLIST
�
�
Date
�IIdSPECTlON Ch9EC@Ci.YS'� COMPLETED
1. During the initial rainfall season, inspect and check condition of unit �
once every 30 days (as needed, thereafter)
2. Ascertain that the unit is functioning properly (no blockages or �
obstructions to inlet andlor separation screen)
3. Measure amount of solid materials that have accumulated in the sump
(Unit should be cleaned when the sump is 75-85% full) 0
4. Measure amount of fine sediment accumulated behind the screen �
5. Measure amount of floating trash and debris in the separation chamber �
MAINTENANCE CHECKLIST
� 1. Cleanout unit at the beginning and end of the rainfall season �
2. Pump down unit (at least once a year) and thoroughiy inspect separation �
chamber, separation screen and oil baffle
3. No visible signs of damage or loosening of bolts to internal components �
observed `
* If there is any damage to the internal components or if
any fasteners are damaged or missing please contact
CDS Technologies.
.
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CD50 Design Basics
Using patented continuous deflective separation technology, the There are three primary methods of sizing a CDS rystem. The
system screens, separates and traps debris, sediment, and VJater Quality Flow Rate Method determines which model size
d grease from s[ormwater runoff. The indired screening provides the desired removal efflciency at a given flow rate for
ability of the system allows for 100%removal of floatables a defined partide size. The Rational Rainfall MethodTM and
and neutrally buoyant material without blinding. Flow and - Probabalisti� Method are used when a specific removal efficiency
screening controls physically separate captured solids, and of the net annual sediment �oad is required.
minfmize the rrsuspension and release of previously trapped Typically in the Unites States, CDS sys[ems are designed to
pollutants. Inline units can treat up to 6 cfs, and intemally bypass achieve an 80% annual solids load redudion based on lab
flows in eticess of 50 cfs. Available precast or cast-in-place, offline 9enerated performan�e curves for a gradation with an average
unitr can treat flows from 1 to 300 cfs. The pollutant removai Partide size (d50) of 125-microns (um). For some regulatory
capacity of the CDS system has been proven in lab and field environmentr, CDS rystems can also be designed to achieve an
testing. 80% annual solids load redudion based on an average partide
size (d50) of 75-microns (}im).
Operation Overview
Stormwaier enters the diversion chamber where the dlversion Wate� Quality Flow Rate Method
weir guides the flow Into the unit'z separation chamber and In many cases, regulations require that a spe�ific flow rate, often
pollutants are removed from the flow. All flows up to the referred to as the water quality design flow (WQQ), be treated.
ryrtem's treatment design capacity enter the separation chamber This WQQ represents the peak flow rate from either an event
and are Yreated. with a zpedfi� recurrence interval (i.e. the six-month storm) or a .
Swirl mncentration and screen defleRion force floatables and
water qualiTy depth (i.e. 12-inch of rainfall).
solids to the center of the separation chamber where 1 DO% of The CDS is designed to treat all flows up to the WQQ. At influent
floatables and neutrally buoyant debris larger than the screen rates higher than the WQQ, the diversion weir will direR mort
apertures are trapped. flow exceeding the treatment flow rate around the separation
chamber. This allows removal efflciency to remain relatively
Stormwater then moves through the separation screen, under �onrtant in the separation �hamber and reduces The risk of
the oil baffle and exits the ryrtem. The separation saeen remains � during bypass flows regardless of influent flow ratez.
free due to continuous deflection.
Treatment flow rates are defined as the rate at which the CDS
ring the flow eventr ex�eeding the design capacity, the Will remove a specific gradation of sediment at a specific removal
uiversion weir bypassez excessive flows around the separation efficiency. Therefore they are variable based on the gradation and
chamber, so captured pollutants are retained in the separation removal efficiency specified by the design englneer.
cylinder.
Rational Rainfall Method'"
� �� � � Differences in local dimate, topography and scale make every
� ���� >� � . site hydraulically unique. It is important to take these factors into
e,�;,�� � ' consideration when estimatin9 the long-term performance of
� ��z�.� �� �,a k��, •� any rtormwater treatment system. The Rational Rainfall Method
� `� -� � combines sitPSpecific information with laboratory generated
, . � = M ��..�. � � - , _ .
_ � _ performanw data, and local hirtorical precipitation records to
. � , �� `- '� - � - - estimate removal efficiencies as accurately as possible.
' � =ry +' � - Short duration rain gauge remrds from across the United States
��,�.� ��"��� and Canada were analyzed to determine the percent of the total
�t^
�;: �. annual rainfall that fell at a range of intensities. US stations'
, �Y� ���,.- -. depths were totaled every 7 5 minutes, or hourly, and retorded in
'` - 0.01-inch increments. Depths were recorded hourly with 1-mm
`�`���� resolution at Canadian stations. One trend was consisteni at
all sites; the vast majority of precipitation feli at low intensities
� -�� � `�.��'�' ' and high intensity storms contributed relatively little to the total
� �-�' �: � ' � - annual depth.
� `^ x • ` e.�4.:. ^
�. �.�� . These intensities, along with the total drainage area and runoff
� � �� � �
r .� „�, � u�e � �oefficient for each specific site, are translated Into flow rates
• _,�'���� ,`�� y using the Rational Ralnfall Method. Since most sites are relativzly
z� `" small and highly impervious, the Rational Rainfall Method is
�
� appropriate. Based on the runoH flow rates cal�ulated for each
- intensity, operating rates within a proposed CDS system are
determined. Performance efficiency curve determined from full
�`� �» -�-- scale laboratory tests on defined sediment PSDs is applizd to
--� -
calculate solids removal efficiency. The relative removal efficiency analyzed using rtandard method "Gradation ASTM D-422
at each operating rate is added to produce a net annual pollutant with Hydrometer" by a certified laboratory. UF Sediment is a
removal efficiency estimate. mixture of three different U.S Silica Sand products referred
as: "Sil-Co-Sil 106", "#1 DRY" and "20/40 Oil Frac". Partide
. Probabalisti[ Rational Method size distribution analysis shows that the UF Sediment has a very
The Probabalistic Rational Method is a sizing program CONTECH fine gradation (d50 = 20 to 30 Nm) mvering a wide size range
developed to ertimate a net annual sediment load reduction for (uniform coefficieM Cu averaged at 10.6). In comparison with
a particular CDS model based on site size, site runoff coefficient, the hypothetical TSS gradation specified in the N)DEP (New Jersey
regional rainfall intensity distribution, and anticipated pollutant Department of Environmental Protection) and N1CAT (New lersey
characteristia. Corporation for Advanced Technology) protocol for lab testing,
the UF Sediment covers a similar range of partide size but with a
The Probabilistic rational method is an extension of the rational finer d50 (d50 for NJDEP is approximately 50 um) (NIDEP, 2003).
method used to estimate peak discharge rates generated by The OK-110 silica sand is a commercial product of U.S. Silica
storm events of varying statistical retum frequencies (i.e.: 2-year Sand. The partide size distribution analysis of thiz material, also
storm event). Under this method, an adjustment fador is used induded in Figure 1, shows that 99.9% of the OK-110 sand Is
to adjust the runoff coefficient estimated for the 10-year event, finer than 250 microns, with a mean partide size (d50) of 106
correlating a known hydrologic parameter with the target storm microns. The PSDs for the fest material are shown in Figure 1.
event The rainfall Intensities vary depending on the retum
frequency of the rtorm event under consideration. In general, �oo o -
these two frequency dependent parameters increase as the return yo.o ---.—UFSedimeM (Avg)--� --
frequency increases while the drainage area remains constant. go.o --� OK 110 (Avg) —� ..
These intensities, along with the total drainage area and runoff 70.0 — 4 N,1C.4T -
coefficient for each specific site, are translated into flow rates eo.o —
using the Rational Method. Since moA sitez are relatively small so o �
ao.o ' — i--
and highly Impervio�s, the Rational Method is appropriate. Based � � _�� _ -!
on the runoff flow rates calculated for each intensity, operating ao.o —��- ;
20.0 ---�— - —'
rates within a proposed CDS are determined. Performance ! �� � I
efficiency curve on defined sediment PSDs iz applied to calculate
i o.o
o.o , . :
• solids removal efficiency. The relative removal efficiency at each � �p �DO �000
operating rate is added to produce a net annual pollutant Part�Ge svs (µm�
removal efficiency estimate.
Treatment Flow Rate Figure 1. Partide size distributions for the tert materials, as
The inlet throat area is sized to ensure that the WQQ passes compared to the N1CAT/NJDEP theoretical distribution.
through the separation chamber at a water surface elevation Tests were conducted to quantify the CDS unit (1.1 cfs (313-Us)
eguai to the crest of the diversion weic The diversion weir design capacity) performance at various flow rates, ranging from
bypasses excessive flowz around the separation thamber, thus �/ up to 125% of the design capacity of the unit, using the
helping to prevent re-suspension or re-entrainment of previously Z400 micron screen. All testr were conducted with controlled
captured partides. influeM concentrations approximately 200 mg/L Effluent
Hydraulic Capacily samples were taken at equal time intervals across the entire
duration of each test run. These samples were then processed
CDS hydrau(ic capacity is determined by the length and height �,,,�th a Dekaport Cone sample spfitter to obtain representative
of the diversion weir and by the mar�mum aliowable head in sub-samples for Suspended Sediment Concentration (SSC—ASTM
the system. Typical configurations allow hydraullc �apacities of Standard Method D3977-97) and partide size distribution
up to ten times the treatment flow rate. As needed, the crest of analysis.
ihe diversion weir may be lowered and the iniet throat may be
widened to increase the capacity of the system at a given water Results and Modeling
surface elevation. The unit is designed to meet project spe�ific
hydraulia. Based on the testing data from the University of Florida, a
performance model was developed for the CDS system. A
Performance regression analysis was used to develop a fitting curve tor the
scattered data poinis at various design flow rates. This model,
Full-Scale Laboratory Test Resultr whlch demonstrated good agreement with the laboratory data,
A full-scale CDS unit (Model CDS2020-56) was tested at the - can then be used to predid CDS system performance with
. tacility of University of Florida, Galnesville, FL This full-scale CDS respect to SSC removal for any partide size gradation assuming
unit was evaluat=d under controlled laboratory conditions of sandy-silt type of inorganic components of SSC Figure 2
pumped influent and the mntrolled addition of sediment. shows CDS predictive performance for two typical partide size
Two different gradations of silica sand material (UF Sediment gradations (NJCAT gradation and OK-110 sand).
& OK-110) were used in the CDS performance evaluation.
The partide size dlstributions (PSD) of the test materia!s were
3
, 0o Maintenance
-----. � The CDS syrtem should be inspecled at regular intervals and
B0.00 ._..__..._..�.e..�._....-;�:� �...___.. .
_, maintained when necessary To ensure optimum performance.
• eo oo ---------�---�-��-------����,� ��-� '�������- The rate at which the rystem collects pollutantz will depend more
heavily on site activities than the size of the unit, e.g., unstable
ao.00 ��----�--���-�---��-��-�---���--��-��-��-�'����-��-�-���-����'- soils or heavy winter sanding will cause the grit chamber to fill
zo.00 --� ''' w�A7 more quickly but regular sveeping of paved surfaces will slow
" - ----......._..........__..
—oK iio accumulation.
�.00
o� 20% 40� 60� Bo� ,00� ,ZO� ,<o� Inspection
% Design Flow Rate Inspection iz the key to effective maintenance and is easily
Figure 2. CDS stormwater treatment predidive performance for Performed. Pollutant deposition and transport may vary trom
various partide gradations as a fundion of operating rate. year to year and regular inspeRions will help insure that the
Many regulatory jurisdictions set a performance standard for ryztem is cleaned out at the appropriate time. At a minimum,
hydrodynamic devices by stating that the devi�es shall be capable inspedions should be performed twice per year (i.e. spring and
of achieving an 80% removal efficiency for partides having a fall) however more frequent inspedions may be nxessary in
mean partide size (d50) of 125 microns (WADOE, 2008). The dimates where winter sanding operations may lead to rapid
model �an be used to calculate the expected performance of such accumulations, or in equipment washdown areas. Additionally,
a PSD (shown in Figure 3). Supported by the laboratory data, the installations should be Inspected more frequently where excezsive
model indicates (Figure 4) that the CDS rystem with 2400 micron amounts of trash are ekpected.
screen achieves approximately 80% removal at 100% of design The visual Inspection should ascertain that the syrtem
flow rate. for this partide size dirtribution (d50 = 125 pm). �omponentr are in working order and that there are no
blockagez or obstructions to inlet and/or separation screen. The
a�rtide � as�"°"t'°" . inspection should also identify evidence of vector infertation
i � and a�cumulations of hydrocarbons, trash, and sediment in the
yo sysiem. Measuring pollutant a�cumulation can be done with a
eo calibrated dipstick, tape measure or other measuring instrument.
� If sorbent material is used for enhanced removal of hydrocarbons
� then the level of discoloration of the sorbent material should also
w
w
� �� ,� f �
m q'
�o i
0
� io tro �oao i0000
Particle 5� (miuon)
Figure 3. PSD with d50 = 125 microns, used to model
performance for Ecology subm�ittal.
CDS LFitt Pertortnance fn Ecology PSD
d Nm
100
�
80 ' """"""""""_'_...."'. _:..."'_
""' _"'
•
6p"'__-.."_"__'___ :.:.__':.._""'_'_""""" _ -� '
a :d
: :'_'_'�'__'..�_.__':'_"_'""_' . ' �, � �*�
v �
� .___':.__...:. . . . � .�- t
Y=-09.145x�1D0.92 : : : : ;'.
20 _'.._ . :__:'""_""""'__`"__'"'_""'_'_'""" y . ', "
:R =0.431 - �
. � :a
O : : : ; : : �� }
�°/ 20% 40% 60% BO°/ 10D% 120°/ 140% ��� ��
% Desi� Plaw Rate -�-,� �. �F! �, '
ti = � �� i� w�
./� � r .... � m � � I,
�re 4. Modeled performanw for CDS unit with 2400 mlcrons F ��.�.�,.,` �.,., ___,,.,... s� i
�en, using Ecology PSD. v � � ���-� �.�.� ��
� ��".. x_a � �
�a � '°��
�. ��z �'' �-2. v
�,t` ��§x '� , a S'�''mL �,� � ` ^s' �
4' �� ,��-+' �`'w �- 'y�i+
'F.�.i ,4 �
��.'�`Y ���..�
4
be Identified during inspection. It is usefui and often required as Cleaning
part of a permit to keep a record of each inspection. A simple Cleaning of the CDS rystems should be done during dry weather
form for doing zo is provided. conditions when no flow Is entering the system. Cleanout of
• Access to the CDS unit is typically achieved through two manhole the CDS with a vacuum truck is generally the most eHective and
a¢ess coverz. One opening allows for inspedion and deanout convenient method of excavating pollutantr from the rystem.
of the separation chamber (screen/cylinder) and isolated sump. � Simply remove the manhole covers and insert the vacuum hose
The other allows for inspe�tion and deanout of sediment into the sump. The system should be completely dralned down
captured and retained behind the screen. for units possessing and the sump fully evacuated of sediment. The area outside the
a sizable depth below grade (depth to pipe), a single manhole screen should be pumped out aiso if pollutant build-up exists in
access point would allow both sump deanout and access behind this area.
the screen. In installations where the risk of petroleum spills is smail, liquid
The CDS system should be deaned when the level of sediment contaminants may not accumulate as quickiy as zediment.
has reached 75% of capacity in the isolated sump and/or when However, an oil or gasoline spill should be deaned out
an appreciable level of hydrocarbons and trash has accumulated. immediately. Motor oil and other hydrocarbonz that aaumulate
If sorbent material is used, it should be replaced when signiflcant on a more routine basis should be removed when an appreciable
discoloration has occu«ed. Performance will not be impacted layer has been captured. To remove these pollutants, it may
until 1 DO% of the sump capacity is exceeded however it is be preferable to use adsorbent pads since they are usually less
recommended that the system be deaned prior to that for easier expensive to dispose than the oiVWater emulsion that may be
removal of sediment The levei of sediment is easily determined created by vacuuming the oily layec Trash can be netted out If
by measuring from finished grade down to the top of the you wish to separate it from the other pollutants. The saeen
sediment pile. To avoid underestimating the level of sediment should be power washed Yo ensure it is free of trash and debris.
in the chamber, the measuring device murt be lowered to the Manhole covers should be securely seated following cleaning
top of the sediment pile �arefully. finer, sihy partides at the top. activities to prevent leakage of runoff into the rystem from above
of the pile typically offer less resistance to the end of the rod and also to ensure proper safety precautions. Confined Space
than larger partides toward the bottom of the pile. Once this Entry procedures need to be followed. Disposal of all material
measurement is recorded, it should be compared to the as-built removed from the CDS ryrtem should be done is accordance
drawing tor the unit to determine if the height of the sediment N local regulations. In many locations, disposal of evacuated
� pile off the bottom of the sump floor ezceeds 75% of the total sedimentr may be handled in the same manner as disposal of
height of isolated sump. sediments removed from catch basins or deep sump manholes.
Check your bcal regulations for specific requirementr on
- disposaL �
,
.. , _. �'.:. ..
' ��� I � I , ,
�. _ .,
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5
�y �CDS ° .Diameter'�' Distance from Water Surfa�e Sediment �•
"�> "1Vlodel' �'.+` t`o-Top of Sediment Pde z Capaaiy f
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: � � ��" r`a � ' '` n i X'�" -. ' . i i �. 1 � .� � -��t :�
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S;, .�.?':ri ��� �,.su �tx �... �.,,- A
B �- e : o•
� CDS Model: Location:
Water Floatable Describe Maintenance
Date depth to Layer Maintenance Comments
Personnel
sediment' Thickness' Performed
�
� L Th= water depth to sediment is determined by taking two measurements with a stadia rod: one measurement from the manhole openin9 to
the top of the sediment pile and the other from the manhole opening to the water surfa�e. If the difference 6=tween these measurements iz
less than eighteen Inches the system should be cleaned out. Note: To avoid underestimating the volume of sediment in the chamber, the
measuring device must be caretully lowered to the top of the sediment pile.
2. For optimum performance, the sysiem should be deaned out when ihe floa[ing hydro�arbon layer accumulatzs to an appreciable thi:kness. In
the event of an oil spill, the system should be deaned immediately. �
7
�
�
Support �w�����8�°
• Drawings and specifications are available at www.contechstormwater.com. ° Gi►�C9 ��s�
CONSTRUCTION PRODUCTS INC.
• Site-specific design support is available from our engineers. 800.925.524D
con tech sto rmwate r. co m
�2008 CONTECH Stormwater Solutions
CONTECH Construction Produds Inc. providez site solutions for the civil engineering industry. CONTECH's portfolio indudes bridges, drainage,
sanitary sewer, stormwater and earth stabilization products. For information on other CONTECH division offerings, visit contech-cpi.tom or call
800.338.1122
Nothing in this catalog should be construed as an expressed warranty or an implied warranty of inerchantability or fitness for any particular
� ose. See the CONTECH standard quotation or acknowledgement for applicable warranties and other terms and conditions of sale.
roduRlz) dezcribed may be Gmtected by one or more ot [he following US Pahn6: 5322,629: 5.624.5]fi: 5,]0�.52]; S,159.115; 5.]88.846: 5.985.15]: 6.02].639: 6.350.374: 6.9D6.218:
1,'20; 6,511,595; 6,6E9,D46; 6,991,11C; 6,998,�36; ],186,�58; ),296,692; ],29],266; related foreign pa4n4 or oiher patmt pending.
cds manvallD/OB 3M n�` RECYQED
'ap PAPER
Water Quality Management Plan (WQMP)
Paseo del Sol
� Appendix G
AGREEMENTS — CCBcRS, COVENANT AND AGREEMENTS AND/OR OTHER
MECHANISMS FOR ENSURING ONGOING OPERATION,
MAINTENANCE, FUNDING AND TRANSFER OF REQUIREMENTS FOR
THIS PROJECT—SPECIFIC WQMP
OBcM AGREEMENTS WILL BE FULLY EXECUTED BY LENNAR AND THE
PASEO DEL SOL HOA UPON ;4PPROVAL AT THE HOA BOARD
MEETING, WHICH IS SCHEDULED FOR LATE SEPTEMBER, 2O1 O.
�
�
Aldo Licitra
� rom: John Tanner III [jtanner@rbf.com]
ent: Friday, September 03, 2010 1:41 PM
To: Aldo Licitra
Cc: Jarnne Valdez
Subject: Lennar signatures for WQMP
Attachments: WQMP Certification.pdf; Funding Certification.pdf; WQMP Mainenance Agmt.pdf
Aldo,
Please insert these into your copy. All we are witing on now is the O&M agreement from the HOA.
Thanks
John
John Tanner, P.E. � vice President
951.676.8042 � 951.676.7240fax
a�w...+an�s e ae:ni�n en.�srcuerir�n
,,�e �.
4081Q Coun4y Cenfer Drive, Ste. 140 �
Temecuia, CA 92551-6622
www.rbf.com
NOTICE: The information contained in this electronic message (email) and any accompanying attachment(s) is only for use by the intended recipient(s) and is
mnsidered mnfdential and privileged information. If you have received this email in error, please immediately notify the sender by retum email, and delete the
� riginal message and all copies from your rystem. If you are an unintended recipient, any use, disclosure or copying of this information is strictly prohibited,
nd may be unlawful. Thank You.
•
1
• RECORDING REQUESTED BY:
CITY OF TEMECULA
AND WHEN RECORDED MAIL TO:
CITY OF TEMECULA
SPACE ABOVE THIS LINE FOR RECORDER'S USE
OPERATIONS AND MAINTENANCE AGREEMENT
� l
�
Water Qualitv Manaqement Plan and Stormwater BMP •
Transfer, Access, and Maintenance Actreement
OWNER NAME: LENNAR HOMES OF CALIFORNIA INC.
PROPERTY ADDRESS: Pauba Rd and Meadows Parkwav
Temecula CA
APN: 955-480-017-9
THIS AGREEMENT is made and entered into in
Temecula , California, this 30 th day of
Auqust , by and between
Lennar Homes of California lnc. , herein
after
referred to as "Owner", and the CITY OF TEMECULA, a municipal corporation, located
in the County of Riverside State of California hereinafter referred to as "CITY";
WHEREAS, the Owner owns real property ("Property) in the City of Temecula, County of •
Riverside, State of California, more specifically described in Exhibit "A" and depicted in
Exhibit "B", each of which exhibits is attached hereto and incorporated herein by this
reference;
WHEREAS, at the time of initial approval of development project known as:
Paseo del Sol Tract 24188 within the
Property described herein, the City required the project to employ Best Management
Practices, hereinafter referred to as "BMPs," to minimize pollutants in urban runoff;
WHEREAS, the Owner has chosen to install and/or implement BMPs as described in the
Water Quality Management Plan, on file with the City, hereinafter referred to as
"WQMP," to minimize pollutants in urban runoff and to minimize other adverse impacts
of urban runoff;
WHEREAS, said WQMP has been certified by the Owner and reviewed and accepted by
the City;
WHEREAS, said BMPs, with installation and/or implementation on private property and
draining only private property, are part of a private facility with all maintenance or
repiacement, therefore, the sole responsibility of the Owner in accordance with the terms
of this Agreement;
•
• WHEREAS, the Owner is aware that periodic and continuous maintenance, including,
but not necessarily limited to, filter material replacement and sediment removal, is
required to assure peak performance of ali BMPs in the WQMP and that, furthermore,
such maintenance activity will require compliance with all Local, State, or Federal laws
and regulations, including those pertaining to confined space and waste disposal
methods, in effect at the time such maintenance occurs;
NOW THEREFORE, it is mutually stipulated and agreed as follows:
1. Owner hereby provides the City of Temecula designee complete access, of any
duration, to the BMPs and their immediate vicinity at any time, upon reasonable
notice, or in the event of emergency, as determined by the City's Engineer, no
advance notice, for the purpose of inspection, sampling, testing of the Device,
and in case of emergency to direct all necessary repairs or other preventative
measures at owner's expense as provided in paragraph 3 below. City shall make
every effort at all times to minimize or avoid interference with Owner's use of the
Property.
2. Owner shall use its best efforts diligently to maintain all BMPs in a manner
assuring peak performance at all times. All reasonable precautions shall be
exercised by Owner and Owners representative or contractor in the removal and
extraction of any material(s) from the BMPs and the uttimate disposal of the
material(s) in a manner consistent with all relevant laws and regulations in effect
at the time. As may be requested from time to tome by the City, the Owner shall
provide the City with documentation identifying the material(s) removed, the
• quantity, and disposal destination.
3. In the event Owner, or its successors or assigns, fails to accomplish the
necessary maintenance contemplated by this Agreement, within five (5) days of
being given written notice by the City, the City is hereby authorized to cause any
maintenance necessary to be done and charge the entire cost and expense to
the Owner or Owner's successors or assigns, including administrative costs,
attomeys fees and interest thereon at the maximum rate authorized by the Civil
Code from the Date of the notice of expense until paid in full.
4. The City may require the owner to post security in form and for a time period
satisfactory to the City to guarantee the performance of the obligations stated
herein. Should the Owner fail to perform the obligations under the Agreement,
the City may, in the case of a cash bond, act for the Owner using the proceeds
from it, or in the case of a surety bond, require the sureties to perform the
obligations of the Agreement. As an additional remedy, the City's Engineer may
withdraw any previous stormwater-related approval with respect to the property
on which BMPs have been installed and/or implemented until such time as
Owner repays to City its reasonable costs incurred in accordance with paragraph
3 above.
5. This agreement shall be recorded in the Offlce of the Recorder of Riverside
County, California, at the expense of the Owner and shall constitute notice to all
successors and assigns of the title to said Property of the obligation herein set
forth, and also a lien in such amount as will fully reimburse the City, including
• interest as herein above set forth, subject to foreclosure in even of default in
payment.
6. In event of legal action occasioned by any defauit or action of the Owner, or its •
successors or assigns, then the Owner and its successors or assigns agree(s) to
pay all costs incurred by the City in enforcing the terms of this Agreement,
including reasonable attorney's fees and costs, and that the same shall become
a part of the lien against said Property.
7. It is the intent of the parties hereto that burdens and benefits herein undertaken
shall constitute covenants that run with said Property and constitute a lien there
against.
8. The obligations herein undertaken shall be binding upon the heirs, successors,
executors, administrators and assigns of the parties hereto. The term "Owner"
shall include not only the present Owner, but also its heirs, successors,
executors, administrators, and assigns. Owner shall notify any successor to title
of all or part of the Property about the existence of this Agreement. Owner shall
provide such notice prior to such successor obtaining an interest in all or part of
the Property. Owner shall provide a copy of such notice to the City at the same
time such notice is provided to the successor.
9. Time is of the essence in the performance of this Agreement.
10. Any notice to a party required or called for in this Agreement shall be served in
person, or by deposit in the U.S. Mail, first class postage prepaid, to the address
set forth below. Notice(s) shall be deemed effective upon receipt, or seventy-two
(72) hours after deposit in the U.S. Mail, whichever is earlier. A party may
change a notice address only by providing written notice thereof to the other •
party.
IF TO CITY: IF TO OWNER:
City of Temecula Lennar Homes of California lnc.
43200 Business Park Drive 391 N. Main St. Suite 300
Temecula, CA., 92589-9033 Corona CA 92880 _
951-817-3600
•
• IN WITNESS THEREOF, the parties hereto have affixed their signatures as of the date
first written above.
OWNER: OWNER:
Lennar Homes of California, Inc.
By JeffreV T. Clemens
— NAM NAME
r
`.°.'.- ,,z
N RE SIGNATURE
Vice President
TITLE TITLE
A notary acknowledgement is required for recordation (attach appropriate acknowledgement).
•
•
EXHIBIT A •
(Leqal Description)
Being Lot 74 of Tract 24188, as shown on file in book 396, pages 41 through 48,
in the office of the County Recorder in the County of Riverside, State of
California.
•
•
�
EXHIBIT B
(Map/Illustration)
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•
�
STATE OF CALIFORNIA )
) ss.
COUNTY OF RIVERSIDE )
On August 30, 2010, before me Janice Williams, Notary Public personally appeared Jeffrey T. Clemens, who
proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within
instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his
signahue on the instrument the person or the entity upon behalf of which the person acted, executed the
instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and o�cial seal.
.. , I:: JANiCE WILLIAMS �
CoM�.� '•74551°
NOTARY PUEOFCPLI*OBNIA �
N r �\� � RNERSI9E CaUN1r
.. i . ��y�� CO.N. �%P.�UNE 12, 2�
^ ' •
Signature`� R� . `�' �� ' �
� (This area for official notanal scal)
�
� �
• ASS�CIA'I'ION GOVERNING I��CITMENTS
In compliance with amendments ta Catifornia Civil Code and Government Code, effective
January 1, 2000, please attach this cover page to your copy of the association's governing
documents.
If this document contains any restriction based on race, color,
religion, sex, familial status, marital status, disability, aational
origin, or ancestry, that restriction violates state and federal
fair housing laws and is void. An� person bolding an interest
�
�a� this property may request that the county recarder remove
the restrictive covenant tanguage pursuant to subdivision (c) of
Section 12956.1 af the Governmeat Code.
�
c�+ic;.c� ��r�E �.
Recording Rsquested By 23��a7`$
� and
When Recorded ivlail To: �C,EjyED FOR FECORD
HECHT, SOLBERG, ROBWSON E. GOLDBERG us RT 8:00 P.M
Mr. David W. Bagley n �UN 10 �g�
600 Wast Broadway, Eighth Floor
Sa� Diego, California 921�1 ����
�
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237594
TA@LE OF CONTENTS
• PAGE
RECITALS ............................................. 1
ARTICLEI DEFINITIONS ......................................... 3
Section t . t Alternate Delegete . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . 3
Seciio� 1 .2 Annexation Property . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Section 1 .3 Annexed Property . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Section 1 .4 Qpartment Project . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . 3
Section 1.5 Articles . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Section 1.8 Assessmants . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Section 1.7 Board . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Sectionl.8 Bylaws ............................................ 4
Sectionl.9 City ............................................. 4
Section 1 .10 Common Interest Development r . . . . . . . . : . . . . . . . . . . . . . . . . 4
Sectia� 1.11 Community Paseo System . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Section 1.? 2 Community Paseo Use�s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Section 7.13 Cost Center Area . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Section 1.14 Covered Property . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Section 7.1 5 Declarant . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Section 1.1 B Delegate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Section1.17 DalegateDistrict ...............••.•••.••.••••••••�.•• 5
Section1.18 DRE ............................................. 5
Section 1.19 Eiigible Insurer or Guarantor . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . S
• Section 1.20 Eligible Mortgage Holder : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : • 5
Section 1.21 FHA • 5
Section1.22 FHLMC ............................................ 5
Section 1.23 Final Subdivision Public Report . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Section 7 .24 First Mortgage and First Martgagee . . . • • • • • . • • • . • • • • • • • • • � � 5
Sectioni.25 FNMA ............................................. 5
Section1.28 GNMA ............................................ 5
Section 1.27 Major Recreation Facility . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Section t .28 Master Architecturel Committee . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Section 1.29 Master Association . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . 6
Section t .30 Master Associetion Proparty . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
Section 7.31 Master Declaration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
Section1.32 Member ' ..............:............................ 6
Section1.33 Mortgageand Mortgagee ............................... 8
Sectio� 1.34 Ownar ............................................ 8
Section 1.35 Participating Buiider . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
Section t .36 Pasao . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
Section 1.37 �Phase . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
Section 1.38 Private Storm Drain Easament Area . . . . . . . . . . . . . . . . . . . . . . . . . 6
Section1.39 Properties .......................................... B
Section 1.40 Separ�ze Interast . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . B
Section 1.41 Stortn Drain Improvements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Sectian t .42 Supplementary Declaration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Section1.43 TCSD ............................................. 7
Section1.44 VA ............................................. 7
•
vn.e D.� Se+ _�_
v+ass
23�594
• PAGE
ART{CLE 2 MASTER ASSOCIATION PROPERTY . . . . . . . . . . . . . . . . . . . . . . . . . 7
Section 2.1 Btatus of Ttle to Mastsr Association Propert; . . . . . . . . . . . . . . . . . 7
Section 2.2 Master Associatian Management . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Section 2.3 Delegation of Use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
ARTICLE 3 MEMBERSHiP AND VOTING RIGHTS IN MASTER ASSOCIATION ..... 8
Section 3.1 Organization of Master Association . . . . . . . . . . . . . . . . . . . . . . . . . 8
Section 3.2 Membership . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
Section 3.3 Transfer of Membership . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
Section 3.4 Notice of Trartsfer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
Section 3.5 Multiple Ownership . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
Section 3.& Voting Classes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
(al Class A ........................................ 9
lbl Class B . . . . . . . . . . . . . �a. . . . . . . . r . . . . . . . . . . . . . . , . 10
(cl Class C . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . 10
Section 3.7 Voti�g by Delegates . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
lal Delegates and Afternate Delegates from Subassociations ...... 11
(b) Delegates and Alternate Delegates if No Subassociation ...... 11
(c! Number of Delegate Votes . . . . . . .
....................
(d) No Class B or C Votes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
(e1 Aliocation of Delegate Votes . . . . . . . . . . . . . . . . . . . . . . . . . 12
Section 3.B Suspension of Voting Righzs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
Section 3.9 Direct Vote of Members Required For Certain Matters ............ 72
� ARTICLE 4 COVENANT FOR MAINTENANCE ASSESSMENTS TO MASTER
AS90CIATION .......................................13
Section 4.1 Covenant for Assessments . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
8ection 4.2 Purpose of Assessmenta . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
Section 4.3 Maximum Regufar and.Special Assessments . . . . . . . . . . . . . . . . . . . 13
Section 4.4 Certain Items Not Included . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
Section 4.5 dRE Approved Budget knoreases . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
Section 4.6 Cost Center Areas . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
Sectio� 4.7 Due Dates; Certification ot Payment Status . . . . . . . . . . . . . . . . . . . 14
Section 4.8 NomLien Assessments (CompliancaF . . . . . . . . . . . . . . . . . . . . . . . . t 5
Section 4.9 Schedule of Monetary Penalties . . . . . . . . . . . . . . . . . . . . . . . . . . . t 5
Saction 4.7 D Rate of Assessments . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
Section 4.11 �ate of CommencemeM of Regular Assessments (Dther Than
Apartment Projects) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
Section 4.12 Date af Commencement of Regular Assessments (Apartment
Projectsl .......................................
Section 4.13 Eariier Commencement of Assessments If Spacified . . . . . . . . . . . . . t B
Saction 4.14 Due Datee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16
Section 4.16 Model Homes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16
Section 4.16 Effect of Non-Payment of Assessmants; Remedias of
the Master Association . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
Section 4.17 Lian Rights . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
Section 4.18 Notice of Release . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
Section 4.19 Foreclosure Prncedure; Power of Sale . : . . . . . . . . . . . . . . . . . . . . . 17
. Section 4.20 Subordination of tha Lien to First Mortgages . . . . . . . . . . . . . . . . . . 17
Section 4.21 Estoppal Certificata . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
Section 4.22 Parsonal Liabifity of Owner . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
Po..� c� sa
v+use -��
237594
PAGE
• Section 4.23 Taxation of Association . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
Section 4.24 Uncompleted Facilitias . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
Saction 4.25 Capitalization of Nlaster Associatian . . . . • • • • . • • • • • • • . • . • • • . • 1 a
Section 4.2B Assessment Amounts May Differ From Budget . . . . . . . . . . . . . . . . . 78
ARTfCLE 5 MASTER ASSOCIATION MAINTENANCE RESPONSIBILITIES . . . . . . . . . 18
Section 5.1 Areas to be Maintained . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
Section 5.2 Annaxed Property . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
Ssction 5.3 Level of Msintenance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
Ssction 5.4 I�spection and Maintenance Guidelines . . . . . . . . . . . . . . . . . . . . . . 20
Section 5.5 Rspair of Damage : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
Saction 5.6 Right Ta Enter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
Section 5.7 No Off-Road Vehicles . . . . . . . . . . . . . . . . . . . . . . . • . . • • • • • • . • 21
Section 5.8 Maintenance Agraements . . . . . . . . . . . . . • • . • • • • • • • • • • • • • • • 21
Section 5.9 Limitation on Liability of Master ;':�sociation's Directors and officars .. 27
(a) Claims Regardi�g Breach of Duty . . . . . . . . . . . . . . . . . . . . . . 21
(b) Other Claims Invotving Tortious Acts and Praperty Damage .... 21
Section 5.10 Transfer of Master Association Property . . . . . . . . . . . . . . . . . . . . . 21
ARTICLE 6 MAINTENANCE BY OWNERS AND SUBASSOCIATIONS . . . . . . . . . . . . 22
Section 8.1 Obfigation To Maintain . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
Section 6.2 Installation ot Landscaping . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
Section 6.3 Walls and Fences . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
Section 6.4 Subassociation Maintenance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23
� Section 8.5 Noncompliance by Qwner or Subassociation : : : : : : : : : : : : : : : : • • 23
Section 6.6 Owners To tJotify Master Association . •• 23
ARTICLE 7 MASTER ARCHITECTURAL COMMITTEE . . . . . . . . . . . . . . . . . . . . . . 23
Section 7.1 Multiple Committees Permitted . . . . . . . • • • • • • • • • • • • • • • • • • • • • 23
Section 7.2 Mambers of Master Architectural Gommittea . . . . . . . . . . . . . . . . . . 23
Section 7.3 Rights of Appointment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
Section 7.4 Designation of Master Architectural Committees . . . . . . . . . . . . . . . . 24
Section 7.5 Architectural Raview Procedures . . . . . . . . . . . . . . . . . . . . . . . . . . 24
(al Review of Plans and Specifications . . . . . . .. . . . . . . . . . . . . . . 24
(bi Scope of Review . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
Icl Criterie ........................................
(d) No Obligation To Prasarve View or Privacy . . . . . . . . . . . . . . . 25
(e) Guidelines: Deposit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
(f) Subassociation Architectural Controls . . . . . . . . . . . . . . . . . . . 25
(g� Approvals May Be Conditioned . . . . . . . . . . . . . . . . . . . . . . . . 25
(h) Period tor Approva{s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
ti) Variances ......................................
(J) No Waiver of Future Approvals . . . . . . . . . . . . . . . . . . . . . . . 26
Ikl Correction of Defects . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
5eccion 7.6 Meetings of the Master Architacturel Committee . . . . . . . . . . . . . . . 27
Section 7.7 Notice of Appointment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27
Sectian 7.8 Dilige�ce In Construction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27
Section 7.9 Declarant and Participating Builder Exemptions . . . . . . . . . . . . . . . : : 27
Section 7.10 Apartment Project Exemption . . . . . . . . . . . . . . . . . . . . . . . . . . .
•
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• ARTIC�E 8 EASEMENTS AtJD RIGHTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
Section 8.1 Nature of Easements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
Section 8.2 Reseroations to Declarant . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
lal Improveme�ts ...................................28
tb) Cabla Cammunications . . . . . . . . . . . . • • • • • • . • • • • • • • � • • 28
(c1 Construction and Sales . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
idl Utiiities .......................................
Section 6.3 Easements for Owners . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2H
Section 8.4 Easements for Master Association . . . . . . . . . . . . . . . . . . . . . . . . . 29
Section 8.5 Encroachment Easements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
!a) Fance or Wall Encroachment . . . . . . . . . . . . . . . . . . . . . . . . . 29
(b) Encroachments on or from Master Assaciation Property ...... 24
(c) Encroachments Between Separete Interests/Apartment Projects : 30
Section 8.6 Easement to Inspect and Test . . . . . . . . . . . • • : • • • - • ' ' ' ' � � � . , 30
Section 8J Utilities and Cable CommunicatiorS . . . . . . . . . . . . • • • • • � ' ' ' � 30
Section 8.8 Exclusive Use Easements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Sectian 8.9 Pubfic Bicycla and Pedestrian Treils . . . . . . . . . . . . . . . . . . . . . . . . . 30
Section $.10 School Easement . . . . . . . . . 30
............................
Section 8.11 Community Paseo System Easement . . . . . . . . . . . . . . . . . . . . . . . . 31 _
Section 8.12 Side-Yard Easements . . . • . • • • . • • • � � • • � • • • • • � • • • • • • • ' ' ' ' 32
Sectio� 8.13 Clustered Mailboxes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32
Section 8.14 Dreinage . . . . . . • • . • • • � � • ' ' ' ' ' ' 32
......................
(a) Established Dreinage . • • • • • • • - • � • • � • • • • � • � • • � � • • • � ' ' 32
(b1 Private Storm Drain Easement Area . . . . . . . . . . . . . . . . . . . . 32
� Section 8.15 Subordination . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32
ARTICLE9 USE RESTRICTIONS ............•-•••••.•�••••••-••••��•33
Section 9.1 in General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
Saction 8.2 Residential Use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
Section 9.3 Solar Panels, Antennas, Sate!lite Dishes . . . . . . • • . . • • • . • • • • � • • 33
Section 9.4 No Tima-Share Projecu . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34
Section 9.5 Signs . . . . . . . . . 34
....................................
Section 9.6 Animals _ . . . . . 34
.....................................
Section9.7 Nuisances ..........................................34
Section 9.8 Draina e . . . . . . . . . . . . . . . . . . . . 34
g .......................
Section 9.8 Na Hazardoua Activities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35
Saction 9.1d Unsightly Articies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35
Section 9.1 7 No Tamporary Structures . . . . . . . . . . . 35
....................
Section 9.12 Garages; Vehieutar Restrictions . . . . . . . . . . . . . . . . . . . . . . . . . . . 35
Section 9.13 Restrictions on Driiling Operations . . . . . . . . . . . . . . . . . . . . . . . . . 36
Section 9.14 Window Covers . . . . . : . . . . . . . . . . . . 36
....................
Section9.15 Leasas ............................................36
Section 9.18 Basketball and Sports Courts . . . . . . . . . . . . . . . . . . . . . . . . , . . . . 36
Section 9.7 7 Owners Responsible for Damage . . . . . . . . . . . . . . . . . . . . . . . . . . 38
Section 9.18 Owners Mey Not Change Master Association Property ........:.. 36
Section 9.19 Bumin . . . . . . . . . . . . . . . . . . . 36
g .........................
Section 9.20 Trensfer of Title Disclosures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38
.........37
Section 9.Z1 F�nces and Walls on Slopes . . . . . . . . . . . . . . . . . . . . . 37
Section 9.22 Parimeter Walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37 .
• Section 9.23 Subassociation Use Restrictians : : : : : : : : : : : : : : : : : : : : : : . . . . 37
Section 9.24 Post Tension Slabs .
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• Section 9.25 No Discharge into Streeis or Storm �rains . . . . . . . . . . . . . . . . . . . . 37
Section 9.26 Exemption far Construction and Sales Activities . . . . . . . . . . . . . . . . 37
ARTfC�E10 ANNEXATION ........................................
Section 10.1 By Master Associaiion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38
Section 50.2 By Daclarent . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38
Section 10.3 Oeannaxation .......................................
Section 10.4 Additional Restrictions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38
Section10.5 VA .............................................
Section 10.6 Declarant's Cansent Required For Amendment . . . . . . . . . . . . . . . . . 38
ARTICLE 11 INSURANCE AND CONDEMNATION . . . . • • . • • . • • • • • • • • • • • • • • • 39
Section 11.1 Insurance ..........................................
Ia) Generel Liabi{ity Insurence �,, . . . . . . . ._ . .. . . . . . . . . . . . . . . 39
fbl Officers and Directors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39
Icl Fidelity Band . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39
Id) Master Association Property Insurance . . . . . . . . . . . . . . . . . . 39
le) If Coverage Not Available . . . . . . . . . . . . . . . . . . . . . . . . . . . 39
(f) Copiea of Policies: Provisions . . . . . . . . . . . . . . . . . . . . . . . . . 39
(g) Annual Insurance Review . . . . . . . . . . . . . . . . . . . . . . . . . . . 39
(h) Natice Required; Waiver of Subrogatian . . . . . . . . . . : . . . . . . 40
fi) Loan Purchaser Requirements . . . . . . . . . . . . . . . . . . . . . . . . 40
(j) Additional fnsurance . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . 40
(k) Owners' Insurance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
� Section11.2 Condemnation .......................................
ARTICLEI2 dESTRUCTION OFIMPROVEMENTS ......................... o
Section 12.1 Definitions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
(a) Insured Improvements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
(b) Affected Common Facility . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
(c) Acceptabie Range of Reconstruction Cost . . . . . . . . . . . . . . . . 40
(d) Substantial Destruction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40
Section 12.2 Board Action . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
(a1 Detertnination of Acceptabte Range of Reconstntction Cost .... 41
(b) Natice of Reconstruction Assassments . . . . . . . . . . . . . . . . . . 41
(ci Vote of Members . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
Section 7 2.3 fieconstruction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
Section 12.4 Proceeds ot Insurai�cr . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
Sectian 7 2.5 Special Assessments for Reconstruciion . . . . . . . . . . . . . . . . . . . . . 42
Section 12.6 Compliance With Plans . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42
Section 12.7 Determina2ion of Allocabie Proceeds . . . . . . . . . . . . . . . . . . . . . . . . 42
Saction 12.8 Distribution of lnsurance Procaeds . . . . . . . . . . . . . . . . . . . . . . . . . 42
Sectian 12.9 Payment of Mortgagees . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42
ARTICLEI3 RIGHTS OFLENDERS ...................................
Saction 13.1 Payments of Taxes or Premiums by First Mortgagees ............ 42
Ssction 7 3.2 Priarity of Lien of Mortgage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43
Section 13.3 Curing Defaufts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43
6ection 13.4 Approval of Eligibls Mortgaga Holders . . . . . . . . . . . . . . . . . . . . . . . 43
� Sectian 13.5 Termination of legal Status . . . . . . . . . . . . : : : : : : : : : : : : : : : . • . 43
Section 13.6 Restoretion of Mester Association Property . .. 44
.
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PAGE
� Sactian 13.7 Prafessional Management . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44
Section 13.$ Natice to Eligible Mortgagees . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44
Section 13.9 Documents to be Availabla . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44
Section 13.10 Conflicts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45
ARTlCLE 14 RIGHTS OF CITY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45
Section 14,1 Approval . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45
Section 14.2 Conveyance of TCSD Propercy . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45
Sectian 14.3 Ohfigation to Maintairt . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45
Section 14.4 Amendment and Termination . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45
Sectian 14.5 Limited Scope of Gity Review . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45
Saction 14.6 Master Association's Failure to Maintain Mastar Association Proper[y . 46
ARTICLE 7 5 DIBPUTES; SIGNIFICANT LEGAL PROCEEDINGS ... .. . . . . . . . . . . . . . . 46
Section 15.1 Dispute Notification and Resolution Procedure (Deciarent Disputes) ... 46
{al Notica ........................................
(bl Right to Inspect and Right to Corrective Action . . . . . . . . . . . . 47
Icl Non-Binding Madiation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47
(dl Judicial Reference . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48 -
(e) Litigation . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . 49
(fi Miscellaneous ...................................
Section 15.2 Waiver of Jury Trial . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49
Section 15.3 Notice of Significant Legal Proceedings .. . . . . . . . . . . . . . . . . . . . . . 50
• ARTICLE 16 ,4DDITIONAL PROVISlONS : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : • • 50
Section 16.1 Enforcemant . . . 50
Section 16.2 Sevarebi(ity . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50
Section 16.3 Amendments . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . 50
(a) By Decfarant . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50
(b) By Members ....................................
(cl Amendments Material to Mortgagees . . . . . . . . . . . . . . . . . . . 51
Section 16.4 Extension of Master Declaration . . . . . . . . . . . . . . . . . . . . . . . . . . . 52
Section 16.5 Special Responsibilities af Associatiort . . . . . . . . . . . . . . . . . . . . . . . 52
Section 16.6 Litigavon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52
Section 18.7 Conflicts Satwaen Master Declaration and Subessociation Declaration . 53
Section 16.8 FHA and VA Approval . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 53
Section 76.9 Disclosure of Financing of Schools . . . . . . . . . . . . . . . . . . . . . . . . . 53
SUBORDINATION AGREEMENTfSI
•
P/HO M/ SW
2/1a;9815aEn. dYi19B� � .
2�;7594
AMENDED AND RESTATED
• MASTER dEGLARATION OF RESTRICTIONS
POR Pl�SEQ DEL SOL
THIS AMENDED AND RESTATED MASTER DECLARATION OF RESTRICTIONS is made as of
this 13 day of March, 7998, try CAL-PASEO DEL SOL, LIC, a California limited tiability company
("Declsrent"1, with the consent of those Participati�g Buiiders whose signatures follow the signature
of Declarent ("Conaenting Buifdero"), with reference to the following
RECITALS:
A. Declarant and the Consenting Builders, separately, own all of that certain real property
located in the Ciiy of Temecula, County of Riverside, State of California, more particulariy described
as: -�
Lots 1 through 118 of Tract Map No. 24185-1, according to Map thereof filed in Book
287, Pages 20 through 29, inctusive, of Maps in the Office of tha Caunty Racorder of
Riverside County; n�1 ,
Lots 1 through 122 of Tract Mep No. 2418E1, according to Map thereof filed in Book
267, Pages 11 through 19, inclusive, of Maps in the Offica of the County Recorder of
Riverside County; �,p�
• Lots 1 through 129 of Tract Map No. 24188-2, according to Map thsreof flled in Book
267, Pagesl through 10, inclusive, of Maps in the Office of the Caunty Record�r of
Riverside County; �
Lots 1 through 58 of Tract Map No. 24186-3, according to Map thereof tiled in Book .
267, Pages 91 through 87, inclusive, of Maps in the Office of the County Recorder of
P.iverside County; gp.d
Lot 1 of Tract Map No. 24188-4, according to Mep thereof filed in Book 267, Pages
98 through 101, inclusive, of Maps in the Office of tha County Recorder at Rivsrside
County; �
Lots 1 through 715 of Tract Map No. 24186 4Fina11, according to Map thereof filed in
Book 268, Pages 1 through 8, inclusive, of Maps in the ��ce of the County Recorder
of Riversida County
("iniUal Covered Property"). Lou 1 through 1Q9 of Tract Map No. 24185-1, Lots 1 through 118 of
Tract Map No. 2418&1, Lots 1 through 120 of Tract Map Na. 24186-2, Lats 1 through 56 of Tract
Map. No. 24186-3 and Lots 1 through 175 of Tract Map. No 241 BB (Fnal} are Separata Interests (as
defined below); the remaining lots in each such tract map will be conveyed to the Master Association
as Master Association Property. Lat 1 of Tract Map Na. 24186-4 is the sits of the recreational facility
described in Recital G below.
B. Decleront is also the owner af tha real property described in ExhibR A attached hereto
("Annexatlon Property'; referred to toc�ether with tha Initial Covered Property as the "Propertlea").
. C. Declarant proposes that the Propertias be developed in phases for residential and related
uses. If fully developed consistent with current planning, there would ba appraximetsly three thousand
r:\ow6HEwUuuo�cGfla.mt asd.woC
Prtro ON Sal ' _ .
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23�594
� (3,OOd} detached si�gie-family residences and multi-family homes constructed; however, there is no
guarantee or assurence that ail of the Properties will be developed or developed in any particular
sequence. Dectarant's current plans are subject to change from time to tima.
D. Upan reco�dation, this Master Declaration will affact oniy the Initial Covered Property,
but it is intended that additional portions of the Properties will become annexed to this Master
Declaration during the course of the development of the Properties. This Master Declaration will
establish e Common Interest Develapment of the kind known as a Pla�ned Development, which is
sometimes referred to in this Master Dedaration as "Paseo del Soi"; however, one or mora portions
of the Covered PropeRy may include attached Qr detached homes in condominium form of ownership.
It is intended that Paseo del Sol constitute a master planned community as such term is referred to in
Section 2792.32 of Title 10 of the Ca(ifornia COOE oF Re�uu7ioHS.
E. Separate homeowners associations, referred to herein as "Subassociations", may be
established for particular neighborhoods or communities within the Properties. A separate declaration
of restrictions ("Subassociation Declaration"1 will be recorded for each such Subassociation so formed.
F. The Initial Covered Property will be developed with approximately five hundred sizteen
(516) detached single-family residences. No part of the Initial Covered Property will be made subjact
to a Subassociation Dedaratio�.
G. Declar'ant has estsblished the PASEO DEL SOL MASTER ASSOCIATION, a California
nanprofit mutual benefit corporation 1"Master Association"1, as the entity which wiil own or maintain
certain recreational facilities, Paseos, open spaces, slope areas, entryways, walls, and similar areas
within the Properties ("Master Association Property"). it is possible that certain other open space areas
rtot within the Properties Isuch as public street parkways and medians) may afso be maintained by the
• Master Association.
H. Declarant will construct or has constructed a recreational facility on that portion of the
Initial Covered Property described as Lot 1 of Tract Map No. 24188-4, as depicted on Exhibit D
attached hereto ("Major Recrestion Facility'). Pursuant to an Agreement For Use and Future
Conveyance of Major Recreation Facility dated for reference purposes as of December 30, 1997
between Declarant and the Master Assaciation ("Rscreation FeciEity Use Agreement"I, Declarant will
maintain the Major Recreation Facility and aliow its use by Members of the Mas2er Association for a
period extending until at least the date ("Earfiest Conveyance Date") which is the earlier to occur of
(i) four (4) years after commencemant of the Master Association's Regular Assessments as to any
porcion of the fnitial Covered Property, or fii) commencement of the Master Association's Regular
Assessments against six hundred five (6051 Separate tnterests. The Recreation Facility Use Agreement
provides that after ihe Earliest Corneyance Date, Daclarant will have tha right to convey the Major
Recreation Faciiity to the Master Association, and the Master Association will hava the right to require
such a convayance. The Recreation Facility Use Agreement aiso provides for the payment by the
Master Association to Declarant of a use fee for each such Member until the Earliest Conveyance Date.
I. Declarant shall have the right to annex one or mora Apartment Projects within the
Properties to this Master Declaration. In lieu of such annexation, however, ihe Master Association and
an Apartment Projact owner may, but shall not be obligated to, enter into an agreement for joint use
of Master Association Propsrty and cost sharing purposes, if applicable.
J. Declarant previously executed that certain Master Declaration of Covenants, Conditions
and Restrictions far Paseo del Soi dated as of December 3Q, 1997, which was thereafter recorded with
the County Recordar of Riverside County, Cali4omia on Decem6er 30, 1947 as Document No. 476282
• �"O�iginal Maater dedaraHon"1. At the time the Original Master Deciaration was recorded, all of the
Initial Covered Property was owned by Declarant; since that time, portions of the Initial Covered
Proper[y have been conveyed to tha Consenting Builders whose signatures appear at the end of this
Pesea ON Sd
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2 3�594
Mastar Declaratian. This amended and restated Mas2er Declaretion amends, restates and supersedes
. the Original Master deciaration in its entirety, and the Original Master Declaration shall upon
recordation hereaf have no furthar force or etfact.
K. Before sefling any of tha Initial Covered Property, Declarent wishes to amend and
restate the Original Master Oeclaration in iis entirety, and to impose the following plan of covenants
and restrictions on the Initial Coverad Property.
NOW, THEREFOftE, Declarant hereby certifies and declares and does hereby establish ths
following general plan for the protection and benefit of all of the Properties and has fixed and does
hereby fix the following protective covenants and restrictions upon asch and every ownership interest
in the Initial Cavered Property and those additional portions of the Propercies which bacome annaxed
to this Master Declaration, under which covenants and restriciions each ownership interest therein shall
be hereafter, held, used, occupied, leased, sold, encumbered, conveyed and transferred. Each and all
of these covenants and restrictions are for ths purposa of protecting the value and desirability of and
shall inure to the benefit of all of the Properties, and shall run with and be binding upon and pass with
the Initial Covered Property and, upon annexation, each pvi:ion of the Properties which is subsequently
annexed to this Master Declaration and each and every ownership interest therein and shafl inure to
tha banefit of, apply to and bind the respective successors in title or interest of Declarant to the Initial
Coverad Praperty and, upon such annexation, additional portions of the Properties. The portions to he
annexed to this Master Declaration may also include Master Association Property. .
ARTICLE 1
DEFINtTfONS
• 1.1 "Altemste DeFegate" shall mean the natural person selected to ezercise the powers and
duties of the Delegate within a Delegate District whenever the Delegate for that Delegate Dis2rict is
absent, disabled or unabie to act.
1,2 "Annexation Property" shall mean all ihe real property described and/or depicted on
Exhibit A.
1.3 "Annexed Property" shall msan any property that is described in a Supplemantary
Declaration that has been recorded in the Official Records of Riverside County and has become a part
of tha Covered Property.
1.4 "Apertment ProjecY shall mean two or more resideneas which are on the same lot or
parcel, rented (or held for rentl to tenants, but not within a Common Interest Devalopment as defined
in Civa CO�e Section 1351(cl. An Apartment Project may be convertad to a Common interest
Devalopment with Separete Interests and shall be deemed so canvertad as to the entire Apartme��t
Project upon the first conveyance to a third party of a separate aparcment unit tocated in such project.
If an Apartmant Project is converted to a Common Interest Development, upon conversion each
separate residential unit (as shown on the condominium plani shall be deemed a Separate Interest for
all purposes, including voting rights and assessment responsi6ilities.
1,5 "Articlea' shall mean the Articles of Incorporation of the Master Association as they
may from time to time be amended.
7.6 "Assesamenta" shall mean charges levied by the Board pursuant to Article 4 below and
oiher provisions ot the Master Declaration or ths Bylaws. Assessments are either 'Regular
• Assessmerrts" or 'Sped� Qssessments".
1.7 "Board" shall mean the Board of Directors of the Master Association.
P..� o« sa - 3 ..
znaise
z��s�4
. t,g "gyfaw:" shall mean the Bylaws of xhe Master Association as they may from time to
time be amended.
t.9 "Cfty' shall mean the City of Temecula.
1.10 "Common Interest Development" shall mean any of the following rypes of projects:
Condominium, community apartment, planned develapment or a stock cooperative, as such projects
are defined under Cafifornia law.
1.1 1 "Community Paseo System" shall mean the pedestrian and bicycle access links that will
connect each neighborhood within Paseo del Sol. The exact location of the Community Paseo System
shall be fixed with particularity on an incremental basis in the course of the development of Paseo del
Sot. Declarant may from tima to time record a Supplemantary Declaration which shali depict tha
Community Paseo System showing all Paseos which, as of the date of such Supplementary
Dedaretion, have been described with particularity and ar�vailable for use and enjoyment of all
Community Paseo Users.
1,12 "Community Psaeo Users" shall mean Declarant, all Members, and any person or entity
to which Declarant expressly transfers and assigns all or any portian of ihe easement rights described
in Section 8.11 below (captioned"Community Passo System Easements"1.
1.13 "Cost Center Area" shall mean a portion of the Covered Property which has been
desi9nated to he within a specific Cost Center Area by a recorded document (such as a Supplementary
Declaration) signed by Daciarant and signed by each person who owns any portion of such area at ths
• time the document designating the Cost Center Area is recorded. Those portions of the Propercies
which are located within a Cost Center Area against which the Master Association's Regufar
Assessments have commenced shall be subject to additional Regular Assessments by the Master
Association for payment of the operating cosis and reserves directly attributabte to those Master
Association-maintained amenities which are located within the Cost Center Area and which are likely
to be used only by the Owners within the Cost Center Area. Two examples of amenities which may
be [he basis for establishment of Cost Center Areas are (i) private streets which are internal to a
neighborhood within the Covered Property and which generally serve only that area, and fii) a private
park which generally serves a neighborhood within the Covered Property but is isolated from other
portions of tha Covered Property and not likely to be used by Owners outside of ihe Cost Center Area.
Although Cost Ce�ter Areas may be designated for Apartment Projects as we(I as Separate Interests,
it is not inte�ded ihat the same Cost Center Area include both Separate Interests and an Aparcment
Project. It is not intended that Cost Canter Areas will be established for commonly maintained slopes,
medians, parkways or for brush ramoval purposes.
1.14 "Covered PropertY� shsll mean ail the real property that is from time to time subject to
this Master Declaration, r.e., the Initial Covared Propsrty and, suhssquent to che annexation thereof,
the Annexed Property.
1.15 "Declarant" shail mean CAL-PASEO DEL SOL, LLC, a California limited liability company.
The term Declarant shall also refer to (i) the assigns of Declarent who are expressly assigned the rights
of Declarant tany such assignment need not be of all of the rights of Daciarant), and (ii1 successors of
Declarant who become succassors by operation of law or by exercise of the remedies under a
mortgage, deed of trust or deed in lieu of foreclosure.
� t.16 "Deiega4e" shall mean [he natural person selected m represen2 all the Class A Members
within a Delegate Disttict and to vote on their behalf, as further provided in this Master Declaration and
in the Bylaws.
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1.17 "Deiegate Qisirict" shall mean ane or more geographical areas within portions of the
. Covered Property esta6lished by Declarant for purposes of casting Class A votes, as descri6ed in
Section 3.7 below [captioned "Voting by Delegates"1. Declarant antitipates that there will be three (31
Delegate Districts establishad within the Initial Covered Property, one for each fi�al map, which number
will increase as Annexed Property becomes part of the Cavered Property. Declarant trom time to iime
shaii axecute and racord in the Official Records of Riverside County documents designating which
Separate Interests are within which Delegate Districu. Declarant may from time to time add Separate
Interests to a Delegate District or otherwise change such a designation. Each group of Separate
Interests which are undar the jurisdiction of the same Subassociation shatl comprise a separate
Delegate District and each separate Apartment Project shail comprise a separate Qelagate District. The
first five Delegate Districts, hereby designated "Paseo del Sol Qelegate Districts No. T through No. 5',
will be comprised of be the Separate Interests within Tracts No. 24185-1, No. 24186-1, No. 24186-2,
No. 24186-3 a�d No. 24186 t�nal), respectively li.e., each final map within che Initial Covered
Propertyl, and any additional Separate Interests which are added to such Deiegate 6istrict by means
of a recorded instrumentls) executed by Declarant from time to time.
1.18 "DRE" means the Califomia Department � Real Estatec -
1.19 "Eligi6le Insurer ar Guarantor" shall mean an insurer or govemmental guarantor who has
requested notice from the Master Association of [hose matters which such insurer or guarantor is
entitted to notice of by reason of this Master Declaration or the Bylaws and who has provided the
Master Association with the address to which such notice is to be sent and the Separate I�terest
number which is encumbered by a Mortgage in which it has an interest.
1,2p ^Eiigibie Mortgage Holder" sha�l mean a First Mortgagee who has fi) requested nQtice
from the Master Association of those matters which such Mortgagee is entitled to notice of by reason
• of this Master Declaration or 2he Bylaws, and 4ii1 provided the Master Association with the address to
which such notice is to be sent and the address or unit number of the Sepsrate Interest which is
encumbered by the Frst Mortgage in which the E(igible Mortgage Holder has an interest.
1.21 "FHA" shall mean the Federal Housing Administretion.
1.22 "FHLMC' shall mean the Fedaral Home Loan Morcgage Corporation.
1.23 "Final S�b�viaien Public Report" shall mean that report issued by the DRE pursuant to
SeCtlOf1 11018.2 Of th8 CafifOfnlB BUSINE55 AND PROFESSIONS CODE.
1.24 "First Mortgega" and "Frst Mortgagee" shall mean any Mortgage encumbering a
Separate Interest or Qpartmsnt Project which has priority over all other Mortgages encumbering the
same Separate Interest or Apartment Project, and the holder of any such First Mortgage, respectively.
1.25 "FNMA' shatl mean the Federal National Mortgage Association.
1.26 'GNMA" shail mean the Government Nationai Mortgage Association.
�.27 "Major Recreation Faeility' shall mean the recraation facility depicted on Exhibit D
attached hereto, consisting of a clubhouse, swimming pool, tennis court, basketball court, tot iot,
landscaped areas and parking, together with the underlying real property. The Major Recreation Facility
wiil be owned by Declarant unless and until canveyed to the Master Associatio� pursuant to the
Recreation Facility Use Agreement described in Recital H above.
� 1,28 "Mester Architectural Committae' shall mean tha committee(s) esta6lished pursuant
to Article 7 balow.
.
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2 375�4
• t.29 "Master Association" shall mean PASEO OEL SOL MASTER ASSOCIATION, a California
nonprofit mutual benefit corporation, its successors and assigns.
t.30 "ARasiae Associauan Property° shall mean all real property, easements, interests in real
property and ficenses owned by or trensferred to the Master Association for the common henefit of the
dwners. Ths Master Association Property shail he deemed "common area" as defined in California Civi�
CooE Section 1351(b�. Declarent contempfates that ihe Master Association Property within the Initial
Covered Property and other portions of the Proparties will be as depicted on Exhibits B through D,
inciuding ths recreational amenities depicted on Exhihit B and the landscaped areas and Paseas
depicted on Exhibit C. The Major Recreation Facility will not become Mastet Association Property
unless and until conveyed to the Master Associatio� pursuanT to the Recreation Faciliry Use Agreement
described in Recital H.
1.31 "Master Decfaration" shall mea� this Master Declaration of Restrictions as it may be
amended from time to time.
_ �- - ...
1.32 "Member" shall mean each Owner entitied to membership in the Mas2er Associatian
pursuent to Article 3 below [captioned "MEMBERSHIP AND VOTING RIGHTS IN ASSOCIATION"].
1.33 "Mortgaga" and "Mortgagee" shall mean, respectively, any duly recorded mortgage or
deed of trust encumbering any Separate Interest or Apartment Project, a�d the holder of the
martgagee's or beneficiary's interesi under such Mortgage, respectively.
t.34 "Owner" shall mean the person or parsorts, firm, corporetion, pannership or other entity
who ara alone or collectively tha record owner of a fee simple title to a Separate Interest or Apartment
• Project, inciuding Declarant and Participeting Builders, but excluding those having any such interest
merefy as securiry for the performance of an obligation. Tha zerm °Ownar" shall includa both the
vendor and the vendee under an instaliment land seles contract (as described in Sections 2985 through
2985.6 of the California Civi� CooEl, as well as the holder of a leasehold estate having a term of ten
(161 or more years, incfuding renewal periods.
1.35 "Participaung Buflder" shail mean each person (inciuding any legal entity) who acquires
a portian of the Covered Property for the purpose of improving such portion for resale to the general
public and who is designated as such by Declarant. "Participating Builder" shall not mean and refer to
Declarant or any successor Declarant. No person shati be deemad to be a Participating Builder unless
Declarant so designates such person in writing.
1.36 "Paaeo" shatl mean each increment of the Community Paseo System as such increment
is described with particularity in this Master Declaration, any Supplementary Declaration, ot any
Subassociation Declaration. The Paseos within the Initial Covered Property and other portions of Area I
and Area {I are depicted on Exhibit C.
1.37 "Phase` shall mea� a group of Separata Interests which have been annexed hereto and
are covered by a separate Final Subdivision Public Report issued by the DRE.
7.38 'Private Starrrt Drein Eaaement Arae" shall mean any easement area within the Covered
Property designated as such on a final map or parcel map filed for record in the Official Records of
Riverside County or in any Supplementary Declaretion or easemen[ agreement.
1.39 "Proparties" shall mesn all of the Initial Covered Property described in Recital A and all
of the real property described or depicted on Exhibit A to this Master Dedaration.
� 1.40 "Separata tntereaY shall have the same meaning as is set forth in Ctvi� CoDe Section
1351(q. Two examples of Separate Interests are an individual unit in a condominium project and an
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2375�4
individual lot or parcel in a planned development project. Unless stated otherwise, reference to a
• "Separate Interesi" shali refer to the residence together with othar improvements located outsida the
residence but within the Separate interest. Separata Interest does not refer to an Apartment Project.
1.41 "Storm Drain Improvaments" shall mean the caYCh basins, pipes, cement surface
drainage ditches, devices or other drainage improvement wi[hin a Private Storm Drain Easement Area.
1.42 "Suppfementary Declaration" shall mean a written instrument signed 6y Declarent and
recarded in the Official Recards of Riverside County, either to annex additional real property to thia
Master Declaration and the jurisdiction ot the Master Association, or to implemant another provision
of this Master Declaration (e.g., depicting the current status of the Community Paseo System�. If at
the tima of such recordation a Participating Builder has record titie ownership of [he additional real
property being annexed, [he Supplementary Declaration shall also be signed by the Participating Builder.
1.43 "TCSD' shall mean the Temecufa Community Services District, or its successor in
intarest, established to maintain open spaca, park and recreation areas.
1,44 "VA" shaEl mean the United States �epartment of Veterans Affairs.
ARTICLE 2
MASTER ASSOCIATION PROPERTY
2.1 Status of Trcle to Master Associatioe Prooertv. Ali Master Association Property which
is transfarred ta the Master Association shetl be transferred suhject to this Master Declaration, together
with those covenants, conditions, restrictions, easements, dedications and other encumbrances of
• record and reservations set forth on the deed of conveyance; however, no Master Association Property
wili be transferred to 2he Master Association subject to any Mortgeges or other monetary liens other
than non-delinquent general and special taxes and assessments.
2.2 Master Association Manaqement. The Master Association shall manage and control the
Master Association Property. Use of the Master Association PropaRy will be subject to the following,
in addition to the matters set forth in Article 8 below [captianed "EASEMENTS AND RIGHTS"1:
(al The Master Association shatl have the right to charge for reasonable admission
' and other fees for use of any portion of the Master Association Property and to adopt rules and
regulations regarding use of the Master Associarion Property, but in doing so, tha Board shall not
distinguish betwean Owners or occupants of Separete Interests and tenants in an Apartment Project
which has been annexed hereto. The Master Association shall have ths right to enter into agreements
which allow the use of the Master Association Property by parsons who are not Members (e.g., tenants
of an Apartment Project not annexed heretoi on such terms and conditions as are acceptable [o the
Board.
(b) The Mastsr Association shall have the right to suspend the voting rights and
right to use of any portion of che Master Association Property applicable to a Separate Interest or
residence within an Apartment Project for any period during which any assessment against his or her
Separate Interest or Apartment Project remains unpaid; and for a period not to exceed thirty f30) days
for any infraction of its published rules and regulations. No such suspension sha�l be effective uniess
the Qwner has been given fiftaen (15) days' prior notice of ths suspension and the reasons theretor
and the Owner has been given an opportunity ro be heard by the Baard, oraliy or in writing, not less
than five (5) days prior to the effective date of the suspension. Notice may be given to the Owner by
• any method reasonably calculatad to provide actual notice, but if given by mail must be given by first-
class or registared maii sent to tha last addrass of the Owner shown on tha records of the Master
n.,.a a« sa � .
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237594
Association. In no event will the Master Association have the right to suspend the right of access of
• an Owner [o hi"s or her Separate Interest or Apartment Project.
(c) The Master Association Property shall be subject to any dedicated pubfic rights
and any third party easements or other rights which may exist of rewrd. For example, the right to use
the Master Association Property shall be subjact to the provisions of any open space easements or
simifar interests dedicated to the City or any other political suhdivisions on any subdivision map (or
otherwisel covering the Properties.
(d) The Master Association shall have the right, in accordance with the Articles
and Bylaws, to borrow money for [he purpose of improving any Mastsr Association Property, and with
the assent of a majority of aach dass of Mambers, hypathacate any or all real or personal property
owned by the Master Rssociatio�.
(e) The Master Association shall have tha right to dedicate any of the Master
Association Property to any public agency or any public interest environmental or charitebie
.a- - -
organization.
(f) The Master Associatio� shall have the right to adjus2 houndaries between any
Master Association Property and any adjoining praperty subject to the approval of the adjoining
property awner. .
(g� Subiect to a concomitant obligation to restore, Declarant and its agents,
employees and independent contractors and Participating Builders shall hava:
(i) A non-exclusive easement over the Master Association Property for the
� purpose of making ,repairs and for the purpose of constructing, marketing, leasing and
maintaining any portion of the Properties and maintaining sales and construction offices; and
(ii) the right to the non-exciusive use of the Master Association Property
by Deciarant and Patticipating Builders for the purpose of maintaining signs, flags and similar
improvements reasonabiy appropriate for marketing any portion of tha Properties.
(h) Declarant shail have the right, assignabke to Participating Builders, to
reasonably use the Major Recreation Facitity or any other clubhouse or recreational facilities within the
Master Association Property for promotional and marketing activities, including builder recognition,
govemmental relations and othar activities, whether or not such activities benefit the Owners or Paseo
del Sol, and to demonstrate any recreational faciEities ta prospective purchasers. The use of the Master
Association Property by Declara�t and its agenis shail not unreasonabiy interfere with the use 2hereof,
if any, ay the Class A Members ot the Master Association.
2.3 DeEeaatian of Uae. Any Owner may defegate, in accordance with the Bylaws, his or her
rights of enjoyment, if any, to the Master Association Property to the members of his or her family, his
or her tenants or contrect purchasers who reside within his or her Separate �nterest or Apartment
Project. However, no such delegation by an Owner wi(1 in any wey extinguish, limit or otherwise release
the Owner of any obligations or duties imposed on the Owner by this Master Declaration and other
governing documents.
ARTiCLE 3
MEMBERSHfP AND VQTING RIGHTS IN NiASTER ASSOCIATION
• 3.1 Orvartization af Master Associatian. The Master Association is organized as a Califomia
corporat'ron under the California Nanprofit Mutual Benefit Corparation Law and is charged with the
vesro oN Sol _$_
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2 375�4
. duties and vested with the powers prescribed hy !aw and set forth in the Articles, Bylaws and this
Master Declaration. Neithet the Articles nor the Bylaws shall be amended so as to be inconsistent with
this Master Deciaration. tn 2he evant thet there shoufd exist any ambiguity in any provision of the
Rrticles or Bylaws, then ihe provision shatl be construed, to the extent possible, so [hat the provision
shall be consistent with this Master Declaration.
3.2 Membershio. Each Owner (including Declarant and Participaiing Builders) of one or more
Separate Interests or Apartment Projects shall be a Member of the Master Association. Membership
in the Master Associaiion sha{I be subject to the terms and provisions of the Articles, Byiaws and the
Board rules and regulations to the extent the provisions thereof are not in conflict with the provisions
of this Master Declaretion. Tenants of Separate lnterests or Apartment Projects will noi be Members
ot the Master Association.
3.3 Transfer of Membershi�. Membership in the Master Association shall be appurtenant
to the Separate Interest or Apartment Project owned by each Qwner, and transfer of the Separete
interest ar Apartment Project shall automaticafly transfec;�.he membershi� in the Master Association.
A membership shall not be transferable or assignable, except to tha person to whom title to the
Separate Interest or Apartment Project is transferred. Ownership of a Separate Interest or Apartment
Project shall be the sole quaiification for membership in the Master Association. Any attempt to make
a prohibited transfar of a membsrship shall be void and shall not be reflected on the books of the
Master Association. A Member shafl have the righi to assign his or her rights of usa and enioyment ofi
the Master Association Property to a tenant of his or her Separete Interest or Apartment Project in
accordance with ihis Master Declaration.
3.4 Notice of Transfer. Each Owner shall inform the Master Association of the name of the
� purchaser of his or her Separate tnterest or Apartmant Project upon transfer to the successive Owner
and, in the event tha Owner should fail or refuse to do, the Board shall have the right to record the
transfer upon the books of the Mastar Association without such notice. The Master Assaciation may
levy a reasonable trensfer fea limited to the Master Association's actual costs to change its racords,
as a Special Assessment sgainst e2ch new Owner and his or her Separete (nterest or Apartment Project
to reimburse the Master Association for ttie administrative cost of recording the transfer of the
membership to the new Owner in the records ot the Master Association.
3.5 Multiole Ownershio. Whan more than one person, partnership, corporation, firm or o[her
entity owns a partion of the interesi in a Separate Interest or Apartment Project or when there is more
than one Owner of a Separate Interest or Apartment Project (as in the case of the vendor and the
vendee under an installment Iand sales contract, or as in the case of a Ieasehold estate exceeding ten
(10) years) each such parson shail 6e a Member and, at any duly constituted meeting of the Memhers
in a Delegate District, the vote for the Separate Irtterest or Apartment Project shall 6e exercised as they
among themselves determine, but in no event shail more votes be cast with respect to any Saparete
Interest or ApaRment Project than could be cast if there were onty one Qwner. Unless the Board
receives writtan objection irt advance, if any Owner casts a vote, it wiA thereafter be conclusively
presumed for all purposes that he or she was acting with the authority and consent of ail other Qwners
of tha respective Separate lnterest or Apartment Project.
3.8 Votina Clasaes. The Master Association shall have thrae (31 classes of voting
membership, as fallows:
(a) Ciess A. initially, Class A Members shall be: (i) ail Owners of Separate
Interests, with the ezception of �eclarant and Participating Builders; and (ii) all Owners of Apartmant
• Projects, including Dec(arant and Participating Builders. Each Class A Member shall be entitled to one
(t) vote for each Separate Interest which he or she owns and one-half (h) af one (t} vote for each
separats apattment u�it which is Iocated within an Apartment Project which he or she owns. No votes
shall, however, be attributable to a Separate Interest until the Master Association's Regular
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2 375`34
� Assessmants have commenced against that Separate Interest pursuant Yo Article 4 below. Vates shall
be attri6utahle to an Apartment Project only to the extent the Master Association's Regular
Assessments have commenced against the Apartment Project pursuant to Article 4 below. Declarant
and Participating Builders shall become Class h. Members with regard ro Separate Interests owned by
Declarant or the Participating Buildars upon the conversion of Declarant'S or the Participating Builder's
Class B membsrship to Class A membership as provided below.
(b1 Claas B. The Class 6 Members shall be Declarent and Patticipating Buildere.
The Class B Members shall be entitled to three f3) times the number of votes to which the Class B
Members wouid have been entitled as Class A Members for ihe Saparate Interasts owned by the Class
B Members. No votes shall, however, be attributable to a Separate Interest until the Master
Association's Regular Assessments have commenced against the Separate Interest pursuant to Article
4 below. No Class B membership shall be attributabla to Apartment Projecis. The Class B membership
shail forever cease as to all Separate Interests and be converted to Ciass A membership on the
happening of any of the following events, whichaver first occurs:
.� - -
(i) When the Master Assaciation's Regufar Assessments have commenced
against an aggregate of 2,250 Separate Interests and apartment units in Apartment Projects;
(ii} On the fifth anniversary following the most recent conveyance to a
Class A h/lember ot the first Separata Interest in any Phase under the authority of a Final
Subdivision Public Report.
(iii) On the twenty-fifth anniversary of the first conveyance of a Separate
lnterast to a Class A Member under the authority of a Final Subdivision Public Report.
� A CI3ss B Member shall have the right to cause earfier conversion of its membership to Ciass A by so
notifying the Secretary af the Master Association in writing.
Ic) Class C. In addition to other memberships it may hold, Declarant shall be the
sole Class C Member of the Mastar Association. The Class C membership shall be considered a part
of the Master Association's voting power for the sole purpose of the Class C Member electing a
majority of the directors of the Master Association, and reference to "each class of inembership" in this
Master Deciaration or in the Bylaws or the Articles shall not refer to Class C membarship for any
purpose other than election of Mastar Association directors. The directors shail be elected as set forth
in the Bylaws. The Class C membership shali forever cease on the happening of any of the followirtg
events, whichever first occurs:
(i� When the Master Association's Regular Assessments have commencsd
against an aggregata of 2,250 Separate Interasts and apartmant units in Apartment Projects.
Iii) On the fifth anniversary tollowing the most recent conveyance to a
Class A Member of tha first Separate Interest in any Phase under the authority of a Final
Subdivision Pubfic Report.
(iii) On the twenty-fifth annivarsary of the first conveyance of a Separate
Interest to a Class A Member under the authority af a Fina� Subdivision Public Report.
Tha Class C mamber shall have the right to cause earfy tarmination of the Class C membership or to
reduca the number of directors which the Class C member is entitled to appoint by so notifying the
� Secretary ot the Master Association in writing.
Notwithstanding anything herein to the contrary, this SecUo� shall not be amended to affect Class B
or Class C voiing rights without Dectarant's prior written consent.
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3.7 Votinq bv Deleaates.
� (a! Delegates and Aftemate Delegates from Subassociations. The Covered
Property shall be Qivided into Delegate Districts far purposes of casting Ctass A votes, as described in
this Articla. Each Delegate District which is comprised of Separate Interests under the jurisdiction of
a Subassociation sheil tre represented by the Rerson elected by the Class A Members of the
Subassociation as the Delegate. Tha Subassociation's Class A Members shall also designate another
person to be an Alternate de�egate who shall have and shatl exercise the powers and duties of the
Delegste for that Delegate District whenever the Delegate is absent, disabled or unable to act. The
Subassociation's Declaration of Restrictions and/or Bylaws may set forth the procedure whereby such
Delegate and Alternate Delegate are elected by the members of the Subassociation who are Class A
Members of the Master Association. Should such procedures not be set forth, the procedures set forth
in this Section shail apply to election of the Delegates and Alternate Delegates.
(bl Delegates and Altemate Delegates if No SubassocisUon. The District's
Delegate and Alternate Delegate shali be selected as fotlows for any Defegata District comprised of
Separate Interests not within the jurisdiction of a Subas�iation. --
(i) Each such Detegate District which is es2ablished for Separate fnterests
not covered by a Subassociation shali hold an annual meeting of its Class A Mambers prior to
the annual meeting of all Members of the Master Associatian. At the first meeting of each
Delegate DistricYs Class A Members and at each subsaquent annual meeting, the Class A
Members of such Delegate District shall elect one (11 Delegate to the Master Association to
exercise the Class A voting power of ail of the Members within the Delegate District, and shall
also elact one (1) Alternate Delegate, who shail have and shall exercise tha powe�s and duties
of tha Delegate for that DelegaTe District whenever the� Delegate is absent, disabled or unable
� m act.
(ii) The chairman of eny meeting at which the Delegate and the Atternate
Dalegate are elected shail certify in writing to the Board the name and address of the Delegate
and the Alternate Delegate elected, the time and place of the meeting at which the election
occurred, and the Delegate District which the Deiegate and the Alternate Delegate represent.
(iii) The Delagate snd xhe Alternate Delegate shall continue in office for one
(1) year or until [heir successors are elected, whichever is later, except that a Delegata or an
Alternata Delegate may be removed without cause by the vote in person or by proxy at any
duly constituted meating of at least a majority of the Class A voting power of the Members in
the Delegate District.
(ivl Onty Mambers of the Master Association or, if a Member is a corpora-
tion or partnership or similar entity, U�e authorized agant af such entity, shall bs e[igible for
election as a Delegate or an Altemate Delegate. Upon termination of any Delegate's or Alter-
nate �elegata's membership in the Master Association, the Delegate's or Alternate Delegate's
term of office shall immediately terminate and a new Delegate or Alternate Delegate shail be
elected in his or her place.
(v) Tha Delegate and the Alternate Delegate shafl 6e elected in accordance
with the voting procedures set forth herein and in the Bylews.
Ic) Num6ar of Delsgate Votes. kt each annual or special maeting of Memhers of
tha Master Aseocistion, each Delegate shail be entitted to cast the Class A vating pawer for all of the
. Separate Interests located in the Oelegate District representsd by the Deiagate against which the
Master Association's Regulae Assessments hava commancad pursuant to Articie 4 below. If the
Delegate District consists of an Apartment Project, the Delegate shall be entitled m cast the Class A
r
vesee oe/ Sa _ � � _
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237594
• wting power equal to one-half ('/z) of one 11) vote for each separete apartment unit within the
Apartment Project, provided the Master Association's Regular Assessments have commenced against
the Apartment Project pursuant to Article 4 below. Shauld an Apartment Project ba developed
incrementaily, tha� the number of Class R vates attributabfe ta the Apartmartt Projec, shall bs aqual
to one-haif ('/:) of the number of apartment uniFS which are "located' i� such project pursuant to
Section 4.12 [captioned "Date of Commencement of Regular Assessments IApartment Projec2sl"1 as
of the date of the vote.
(d) No Clasa H or C Votea. No Delegate will have any authority to cast any votes
except the Class A votes for his or her District. Deciarant alone shall have the right to cast the Class
C votes, and Declarant and each Participating Builder wi14 have the right to cast their respective Class
B votas at any annual or special meeting of Members of the Master Association or on any other
applicabie occasion. Nothing herein stated•shaN be deemed to prevent Declarent or any Participating
Builder from appointing a proxy to cast votes.
�e) AOocation af Delegete Yotes. A� Delegate (other than a Delegate of an
Apartment Project) shall have tha authority, in his or her sole discretion, to call a special meeting of
the Members within his or her Delegate District for the purpose of obtaining instructions as to the
manner in which he or she is to vote o� any issue to be voted on by the Delegates. Thereafter, che
Delegate representing the Delegate District shall cast all of the voting power in tha Delagate District
in the same proportion, as nearly as possible without counting frectionai votes, as tfie Members in tha
Delegate District shall have cast thair voting power "for" and 'against" such issue in person ar by
proxy: With respect to all other voting issues, a Delegate shail cast his or her District's voting power
in the manner as he or she may, in his or har sole discretion, deem appropriate, acting on behalf of all
the Members owning Separata Interests in his or her Delegate.District. When a Delegate is vating in
� his or her own discretion, without instruction from the Members whom he or she represents, the
Delegate may cast all of the votes which he or she represents as a unit, or the Delegate may apportion
the votes and cast some votes in favor of a given proposition and some votes in opposition to the
proposition. Each Delegate personaliy, and not by proxy, shall cast tha votes which he or she
represents. It wiil be conclusively presumed for all purposes of Master Association business that any
Delegate casting votes on behaif of the Members owning Separate Interests in his or her Delegate
District has acted with the authority and consent of all the Members. Ali agreema�ts and
determinations lawfully made by the Master Association in accordance with the voting proceduras
established herein, and in the Bylaws, shail be deemed to be binding on all Members, and their
successors and assigns.
3.B Susoertsion of Votirta aahta. As provided in hrticle 2 above, the Board shall have the
authority, after notice and hearin�, to suspend the vating rights of any Mem6er for any period during
which the payment of any Assessment against tha Member and his or her Separate Interest or
Apartment Project remains delinquent. Any suspension of the voting rights of any Member for non-
payment of any Assessment shall not canstitute a waiver or discharge of the Member's obligations to
pay the Assessments provided for herein. Suspansion of a Class A Member's voting rights shall result
in suspension of such Ivfember's vote by the applicabla Dalegate.
3.9 Direct Vote of Members Reauirad For Certain Metten. Vocing tor the following matters
shail be by Members of the Master Association who ara Owners of Separata Interesu and not hy their
Delegates:
(a} , A vote to approve assessment increases pursuant to Section 4.3 below
[captioned "Maximum Reguiar and Speciai Assessments`1.
• (b) A vote to approve an amendment to this Master Declaration pursuant to
Section 1&.3 below (captioned'Amendments"1.
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. (c) A vote to appro�e an amendment to the Bylaws pursuant to the Section of ,
the Bylaws entitled "By Members" of the Article in the Bylaws entitied "AMENDMENTS".
(d) A vote to alect or remove a Delegate shail be by Members of the Qelegace
District to which such Delegate is to be elected or from which such Delegate is to be removed.
(e) A vote by the Mambers pursuant to Ssction 16.5 [captioned "Special
Responsibifities of Master Association"1 below.
tfl A vote to require the conveyance of the Major Recreation Facility to the
Master Association pursuant to the Recreation Facility Use Rgreement as described in Recital H.
ARTICLE 4
COVENANT FOR MAINTENANCE ASSESSMENTS TO
MASTER ASSOCIATION
.- - -
4. t Covanant for Assessments. Declarant, for each Separate Interest or Apartment Project
ownsd within the Covered Property, heraby covenants and agrees, and each Owner of a Separete
Interest or Apartment Project by acceptance of a daed therefor, whether or not it shall be so expressed
in such deed. is deemed to covenant and agree, to pay both Regu4ar Assessmencs and Special
Assessments to the Master Associstion, such Assessments to be established and coilected as here- ,
inafter set forth and as provided in the Bylaws. Any ftssessment shail be deemed delinquent if not paid
within fifteen (151 days after it becomes due. The Regular and Special Assessments, together with
intarest at the rate at twelve percent 112%1 per annum commencing thirty (30) days after ihe
Assessment becomes dua, costs, late charges equal to 510.00 or ten percent (10%) of the delinquent
• Assessment, whichevar is greater, and reasonable attorneys' fees, shall, except as stated below, be
a continuing lien upon the Separete interest or Apartment Project against which each such Assessment
is made, the lien to become effective upon recordation of a notica of Assessment. Each such
Assessment, togsther with interest, costs, late charges and reasonable attorneys' fees shall also be
the personal abl{gation of the person who was the Owner of such Separate Interest or Apartment
Project at the time when the Assessment feii due. The personai obligation for definQuent Assessments
shall not pass to an Owner's successors in title unless expressfy assumed by 2hem. No Owner ot a
Separate Interast or Apartment Project may exempt himseif or herself from liability for Assessments
by waivar of the use or enjoyment of any of tha Master Association Property or by abandonment of
his or her Saparete Interest or Apartment Project. Dadaranc shall pay all Assessments levied by the
Master Association against any Separete Interest or Apartment Project owned by it at the same time,
in the same manner and in the same amounts as any other Owner.
4.2 Puroose of Asseasmenta. The Assessments levied by the Master Association shall be
used exclusively to promote the health, safety and welfara of all the residents in all the Covered
Propem/ and for the improvement and maintenance of the Master Association Property for the common
good of all the Covered Property, to discharge the Master Association's obligations under this Master
Deciaration and the Bylaws, and to reimburse che Master Association for the cosis incurred in bringing
an Owner into comp(ia�ce with the Bylaws, chis Mastar Declaration and tha rules and regulatio�s
adopted by the Board. The Ragular Assessments shafl include a� adequate reserve fund for the periodic
maintanance, repair and repiacement of those portions of the Master Association Property whare
appropriate.
4.3 Maximum Reautar and Svedai Assessmenta. The Baard shall feW Regular and Special
Assessments sufficient to perform tha abligations of the Mastar Association as provided in this Master
• Declaration and the Bylaws; provided, however, except for Assessment increases necessary tor
emargency situations, without the approval of Owners casting a majority ot tha votes ai a meeting or
election of the Master Associatian conducted in accordance with Chapter 5 fcommencing with Sectian
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2�7594
� 7510) of Part 3 of Division 2 of Title 1 of the California CottPOaanotis Cooe and Section 7613 of the
Califomia CORPORATIOFIS CODE at which a quorum was present or participateQ:
(ai The Board may not increase the Raguiar kssessments for any fiscal year
unless the Board has complied with the provisions of Section 1365.5 of the California CIVIL CO�E
�preparation and distribution of the budgetl, and
(b) The 8oard may not impose annual Regular Assessments which are in
aggregate more than twanty percent (20%) greater than the annual Regular Assessments for the
Master Association's precading fiscal year nor Speciai Assessments which in the aggregate exceed five
percant (5%) af the budgeted gross expenses of the Master Association for the fiscal year.
For purposes of this Section 4.3, "quorum" means more tfian fifty percent (50%) af the Owners, and
an "emergency situation" maans any one of ihe following: fi) an extraordinary expense required by an
order of a court; (ii) an extraordinary expense necessary to repair or maintain any portion of the
Covered Property for which the Master Assaciation is resp=nsibie where-a threat to personal safety is
discovered; or (iii) an eztraordinary expense necessary to repair or maintai� any portion of the Covered
Property for which the Master Association is responsible that could not have been reasonably foreseen
by the Board in preparing and distributing the pro torma operating budget under Section 1365 of the
California Civi� Cooe. However, prior to the imposition or collection of an Assassment under this
Subsection (iii), the Baard shall pass a resolution containing written findings as to the necessity of the
extraordinary expansa invotved and why the axpense was not or could not have been reasonably
foreseen in the budgeting process, and the resolution shail be distributed to the Mambers of tha Mastar
Association with the notice of Assessment.
• 4.4 Certain Items Not Included. Sums assessed against Owners pursuant to Section 4.6
below (caprioned "Non-Lien Assessments 4Com�liancel°1 shail not be considersd in calcuiating the
increases in Assessments.
4.5 DRE Aooroved Budoet Increases. Notwithstanding the above stated limitation against
increases in Regular Assessments, the Board may increase Regular Assessments more than 20% if such
increase was shown on a Master Association budget approved by the DRE and if such increase is
allowed by California law.
4.6 Coat Certter Area�. The Regular Assessments against each Separate Interest or
Aparcment Pro}ect located within a Cost Centar Area shall indude astimated or actua� costs and
expenses which are directly applicable to the Cost Center Area. Special Assessmants may also be
levied for estimated or actual costs and expenses which are directly applicable to a Cost Center Area.
The additionat Regular Assessments land any additional Special Assessments) against Separate
Interests within a Cost Centet Area shall be uniform for each Separate interest located within the Cost
Center Area. The additional Assessments may inciude, without limitation, estimated or actual costs and
expenses incurred by the Master Association in connaction with administrating the Cost Center Area,
maintaining, repairing and replacing the Cost Center Area amenities, obtaining and maintaining
insurance coverage related to the Cost Canter Araa amenities, providing utifity services m the Cost
Cenier Area amenities and funding reasonable reserves for the repair or repiacement of Cost Center
Area amenities.
4.7 Due Datea• Certificetfon af Pevment Statua. The due dates for ali Assessments shall
be established by the Board. The Master AssociaUOn shaU, within ten (101 days after delivery of a
written request and for a fae which does not exceed 2he Master Association's reasanable cost to
• prepare and reproduce the carcificate, furnish a certificate signed by an officer of the Masier
Association or its egani setting forth whether the Assessmenis on a specified Apartment Project or
Separate Interast have besn paid. If a certificate states an Assessment has been paid, such cercificate
shall be conclusive evidenca of such payment.
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� 4.8 Non-lien Assessments fComoCsncel, The Master Association may also impose a Special
Assessmant against any Member as a moneTary penalty and/or to reimburse the Master Association
far costs incurre6 in bringing a�iember andlor his or her Separate �nterest or Apartment Project or
tenants into compliance with tha provisions of this Master Declaration, the Articfes, the Bylaws or the
Master Association rufes and regulatians, which Assessment may bs imposeQ upon the vote of tha
Board after notice and an opportunity for a hearing which satisfy the requirements of Section 7341 of
the California CoRPOaaTiONS CoDE, as set forth in the Bylaws; provided, however, that except to the
extent such Special Assessment is to reimburse the Master Association for the cost of collecting
Assessments, the Special Assessme�t shail not constituta e fian on ihe Owner's Separate Interest or
Apartment Project and shall be assessed only against the Owner which is or was in non-compfianca.
This Sectian doee �ot refer to charges imposed against an Owner which are late payment charges
allowed by Cslifornia !aw for definquent Assessments, nor charges to reimburse the Master Association
for the loss of intarest and for costs reasonabiy incurred (including attorneys' feesl in its efforts to
collect delinquent Assessments.
� _ _
4.9 Schedule of Monetarv Penalttea. If the Master Association adopts a poficy of imposing
any monetary penalty, including any fee, on any Owner for violation of this Master Declaration or the
rules af the Master Association, including any monetary penafty relating to the activities of a guest or
invitee of an Owner, the Board shall adopt and distribu2e to each Owner, by personal dalivary or first-
class mail, a schedule of the monetary penakties that may 6e assessed for those violations, which shatl
be in accordance with the authorization for Owner discipline set forch in this Master Declaration and
the Bylaws. The Board shalt not 6e required to distribute any additional schedules of monetary penafties
unless thare are changes from the schedule that was adopted and distributed to the Owners pursuant
to this Section.
� 4.10 Rat� of Assessm�nts. Both Regular and Special AssessmeMS shaii be levied upon each
Separate Interest in a uniform amount. The Regular and Special Assassments against an Apartment
Project shall be in the amount of one-half ('h! the Assessmant against each Separate Interesi times the
number of apartments located within the Apartment Project against which Assessments have
commenced. However, should an Apartment Project be converted to a Common Interest Development,
from and after the date the first Separate Interest is conveyed, each separete residential unit las shown
on the condominium plan) shall be deemed a Separate interest and assessed accordingly. This Section
does not apply to the sums payable by reason of Section 4.8 above [captioned "Non-Lien Assessments
ICompfiancei"1, Section 4.6 above (captioned "Cost Center Areas"1 or Section 4.15 belaw [captioned
"Model Homes"1.
4.11 Date of Commencement nf Reaulet Aasessments IOtfier Than Aoartment Proiectsi.
Except for Apartment Projects, the Reguler Assessments shslt commenca as to all the Separate
Interests in a Phase on the first day of the month following 1i1 the conveyance of the first Separate
Interest to an Owner in thet Phase, or (iii the date the Master Association becomes obligated to main-
tain any Master Association Property in the Phase, whichever tirst occurs. For purposes hereof, "con-
veyance of the firsi Separate Interest to an Owner' does not refer to the conveyance of a Separete
Interest to a Participating Buildsr or to a successor 4eclarant.
4.12 Date of Commencement ot Reautar Asseasmenta tAcartment ProiectsL UNess the
Suppiementary Decfaretion whereby an Apartment Project becomes annexed hereto sets forch an earlier
date, the Regular Assessments shall commence egainst an Apartment Project on (i} the date the first
apartment in the Apartment Project becomes occupied, or f�l the date the Master Association becomes
obligated to maintein any Master Association Proparty in the Apartment Projact, whichever first occurs.
If any buildings within an Apartment Project are constructed i�crementaily, then, unless the applicable
� Supp�ementary Declaration sets farth an eariier commencement data(s1, those apartment units within
each apartment building shall be deemed to be "Iocatad" within the Apartmertt Project fand
va:no Or Sor - � 5-
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237�'34
Assessments will commenca as to the same� at such time as the first apartment unit in such building
• becames occupied.
4.13 Ear!iar Comme�cerrffnt of Assessments If Soecified. Notwithstanding anything herein
to the contrary, DeclaraM shall have the right but not the obligation m cause earlier dates of com-
mencement of Assessments {Regular and Speciaq as to particular Saparata interests or Apartment
Projects by so declaring in a Supplementary Declaration or other instrument executed by Declarant and
fileti in the Officiat Records of Riverside County. Any such instrument must also be axecuted by the
record title owner of the appficable Phase if that Phase is not owned by Declarant as of the date of
such recordation.
4.14 Que Datas. The Board shall fix the amount of the Regular Assessment in advance of
each Regular Assessment period, 6ut may change the Assassment amount on any subsequent
occasion, suhject to the limitations stated in this Master Declaration. Written notice of any changes
to Regular Assessments or of any Special Assessment shali be sent to every Owner by first class mail
not less than 30 days nor more than 80 days prior to the c%ange in ReguiarAssassment or the Special
Assessment becoming effective. The due dates shall be established by the Board.
4.7 5 Model ffomea. Conveyance of a Separete Interest which is being used by Deciarant or
a Participating 6uilder for model home, sales office, design center, construction office or similar
purposes (any of which uses are referred to in this Section as "Model Home') shafl nat cammence the
Regular Assessments against such Separete Interest or other Separate Interests within ihe Phase until
discontinuance of use of such Separete Interest as a Model Home or conveyance of any non-Model
Home Separate Interest in the Phase, whichever first occurs.
4.16 Effect of Non-Pavment of Assassmanta: Remadiea of the Mastar Association. Any
� Assessment made in accordance with this Master Deciaration shall be a debi ofi the Owner of a
Separate lnterest or Apartment Project from the time the Assessment is due. The Master Association
sha(I have the right to impose a late charge on delinQuent Assessments equal to L10.00 or ten percent
(10%) of the Assessment, whichever is greater. Delinquent Assessments shail alsa bear interest at the
rate of twelve percent (12%) per annum commencing thirty t30) days after the Assessment becomss
due. Before the Master Association may placa a lien upon a Separate Intarest or Apartment Project to
coliect a debt whlch is past due, the Master Association shell notify the Owner in writing by certified
mail of tha fee and penatty procedures of the Mestar Association, provide an itemized statement of the
charges owed by the Owner, including itams on the statement which indicate the principal owed, any
late charges and the method of calculation, any attorney's fees and tha coliection practices used by
the Master Association, including the right of the Mastar Association to the reasonabla costs of
collection. Any payments taward such a debt shall be first applied to the principal owed, and only after
the principal owed is paid in full shail such payments be apptied to interest or collection expenses. At
any time after any Assessments levied by the Master Association affecting any Separata •Interest or
Apartment Project have become delin4uent and the Board has complied with the noiice provisions of
the preceding sentence, the Board may file for racording in the Official Recerds of Riverside County a
notica of delinquency as to such Separate Interest or Apartmant Project, which notica shall state all
amounts which have become delinquent with respect to such Seperate Interest or Apartment Project
and the costs (including attorneys' faesl, interest and late charges which have accrusd thereon, ihe
amount of any Assassments relating to such Separate tnterest or Apartment Project which is due and
payable although not delinquent, a description of the Separate Interest or Apartment Project with
respect to which the detinquent Assessmartts are owed, the name of the record or reputed record
Owner of such Separate Interest ar Apartment Project and the name and address ot the trustee autho-
rized 6y 2he Master Association to enforce the Iian 6y sale. Such notica shall be signed by an officer
of the Master Rssociatiort or its authorizad agent and mai{ed in the manner sat forth in CIVII CODE
� Section 2924(bi to a!I record owners of such Separate Intarest or Apartment Project no latar than ten
It 0i calendar days after recordation of the notice of delinquency.
Prsw OM $o! `
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4.17 Lien Riahts. immediataty upon recording of any notice of delinquency pursuant to the
• foregoing provisions of Section 4.16 above [capironed "Effact of Non-Paymen[ of Assessments;
Remedies of the Master Association"1, the amounts delinquent, as sat forth in such notice, together
with the costs of collection (including attornays' feest, late charges and interest accruing therecn, shall
(except as provided in Section 4.8 above [captioned "Non-Lien Assessments ICompliancel"]) be and
become a fien upon the Separate Intarest or Apartment Praject described therein, which lien shall also
secure all ather payments andlor Assessments which shaii become due and payabie with respect to
the Separate Interest or Apartment Project following such recording, and all costs Iincluding attorneys'
fees),Iate charges and interest accruing thereon. When a notice of Assessment has 6een recorded,
such Assessment shaii constitute a lien on each respective Separate Interest or Apartment Projact prior
and superior to ali other iiens, except (i) ali taxes, bQnds, Assessments and other levies which, by law,
would be superior thereto, and {ii) the lien or charge of any First Mortgaga of record.
4.18 Motice of Release. In the event the delinquent Assessments and all other Assessments
which have become due and payable with respect to a Separate Interest or Apartment Project together
wiih all costs (including attorneys' feesl, lata charges and interest which have accrued on such
amounts, are fulty paid or otherwise satisfied prior to the ��mpletion ofany sale held to foreclose the
Iien provided for in this Articte, the Board shall record a further notice, similarty signed, stating ihe
satisfaction and re�easing of such lien.
4.1 S Foreciosure Procedure: Power of Sale. After expiration of thirty (30) days following the
recording of a lien creatad pursuant io Sections 4.16 and 4.17, each Assassment lien may be
foreclased in the same mannar as tha foreclosure of a mortgage upon real property under the laws of
the State of California, or may be enforced by sate pursuant to Sections 2924 et seq. and Section
1367 of the Cafifornia CIViL Co�e, and to that end a power of sale is hereby conferred upon the Master
Association. The Master Association, acting on behalf of the 0'wners, shall have the power to bid for
� the Separate Interest or Apartment Project at a foreclosure sale, and to acquire and hold, lease,
mortgage and convey ihe same. Suit co recover a money judgment for unpaid Assessments, rent and
attorneys' faes shall be maintainable without foreclosing or waiving the Iien securing ihe same.
4.20 Subordinatfon of the Lien to First Mortoeaes. TheJien of the Assessme�ts provided for
harein shall bs subordinate to the lien of any First Martgage upon any Separete Interest or Apartment
Project. 5ale or transfer of any Separate I�terest or Apartment Project shafl not affect the Assessment
lien. F4owever, the sale or transfer of any Separate Interest or Apartment Project pursuant to judicial
or non-judicial toreciosure of a First Mortgage shail extinguish the lien of such Assessments as to
payments which bscame due prior to such sale or transfer. No sais or trensfar shali relieve such
Separate Interest or Apartmsnt Project from lien rights tor any Assessments thereafter becoming due.
Where the First Mortgagae or other purchaser of a Separate intarest or Apartment Project obtains title
to the same as a result of foreclosura, such acquirar of title, his ar her successors and assigns, shall
not be 1ia61e for the share of the Assessments by the Master Association chargeable to such Separate
Intarest or Apartment Projact which became due prior to the acquisition of title to such Separate
Interast or Apartme�t Pro}ect owned by such acquirer. Tha unpaid share of Assessments shall be
deemed to be common expenses collectible trom ail of the Owners including such acquirer, his or her
successors end assigns.
4.21 Estoveel CertiHcata. The Master Association shall furnish, pursuant to Section 4.7
above (captioned "Due Dates; Certification of Payment Status'1, a certificate signed hy an officer of
the Master Association or the Master Assacietion's management agent setting torth whether the
Assessments on a specified Separata Interest or Apartment Projact have bean paid. A properly exe-
cuted certificate of the Master Associatian as to the status af Assessmsnts against a Separate lnterese
or Apartment Project is binding upon the Master Association as of the date of its issuance.
• 4.22 Penort� Liabileri of Owner. No Owner may exempt himself or herself from personal
liability for Assessments lavied by the Master Association, nor ralease the Separate fnterest or
P�sw ON So( y
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2 3'75�4
• Apartment Project owned by him or her from the liens and charges hereaf by waiver of the use or
enjoyment of any of ihe Master Association Property or by abandonmant of his or her Separate Interest
or Apartment Project.
4.23 Taxatlon of Association. Any general or special real propercy taxes (including without
limitation any special assessments) which are assessed against the Master Association Property, or any
taxss assessed against the personal praperty of the Master Association, shalV be added to the Ragular
Assessments and, if necessary, a$pecial Assessment may be Isvied in an amount equal to the taxes,
to be paid in two (2) installments, thirty 1301 days prior to the due date of each tax installment.
4.24 Uncomoleted Facititiea. The Board may Ibut shall have no obligation to) exclude from
the Master Association's Regular Assessments those portions of budgeted Assessments which are for
the purpose of defraying expenses and reservas directfy attributable to tha existence of improvements
to be maintained by the Master Associatio� but which are not complete at the time of the Assessment.
Any such exemption from Assessments shall 6e in effact only until completion of the improvaments,
which may be evidenced by recorda2io� of a notice of cac�pleiion for thesame.
4.25 Capitalization of Associatian. Upon acquisition of record titie to a Separate Interest from
Declarant or a Participating Builder, each Owner of a Separate Interest within the first Phasa shail
contribu2e to the capital of tha Master Associstion an amount equal to ona-sixth (1/6) the amount of
tha then ragular annual Assessment for that Separate Interest. It is intended that this amount shafi be
deposited by the buyer into the purchase and sale escrow and disbursed from the escrow to the Master
Association upon close of the escrow. The payments required under this Section are in addition to and
not in lieu of regular and Special Assessments of the Master Association. It is not intended that this
Section apply to conveyances of Separete Interests to Participating Buifders or to resales of Separate
• Irttarests hy purchasars from Declarant or Perticipating Builders. This Sectio� and the obligation to
contribute capital to the Master Association shall apply onty to ths Ssparate Interests within the first
Phase.
4.26 Assessment Amaunu Mav Differ From Budaet. The Master Association's phased budget
may show that the budgeted Regular Assessment amaunts change as Assessments cnmmence against
additional Phases within the Rroperties during the period in which the Praperties are being developed
and marketed. Howevar, the Board shall have the right to reasonably vary the Regular Assessment
amounts from the budgeted Assassment amounts. It is anticipated that the Board may decide to not
change or to delay the changes in the Regular Assessment amounts as Assessmants commence against
suhsequent Phases in order to avoid the confusion and admirtistretive burden which would result from
muitiple changes in the Regular Assessment amounts.
ARTiCLE 5
MASTER ASSOCIATiON MAINTENANCE RESPONSIBtl.ITIES
5.1 Areaa to be Maintained. Except to the extent thas an Owner or SuF�association may be
obligated to maintain and repair as provided in Article 6 below [captioned "MAINTENANCE BY
OWNERS AND SUBASSOCIATIONS'], and without limiting the generality of the duties and powers of
the Maste� Association as set forth in this Master Declaration or the Bylaws, the Master Association
shalf maintain and provide for ths maintenence of eil of the Master Association Property. The Mester
Association Property intended for the Initial Covered Property fand other certain othar portions of the
Properties) is dapicted on Exhibits B and C, which ara for iilustretive purposes only; tha actual location
of aIl Master Assaciation Proparty shall be determined onfy upon recordatian of the actual deed,
maintenanGe easement, Supplementary Declaration or other instrument cortveying the Master
. Association Property or creating the maintenance o6ligation. The "as-built" condition of ail such
maintanance areas and obligetions, as initially constructed by or for Declarant, shall be controlling. In
addition to real property conveyed in fee to the Master Association and maintenance and other
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• easements conveyed to the Master Association by Declarant, tha Wlaster Association Property may
include certain public areas such as parkways and medians within public streets. (Altematively, any
such public areas may ba maintained by a public district or a Subassociation.) The Master Association
will be obligated to maintain the Master Association Property within a Phase upon commencement of
the Master Association's Regular Assessments for such Phase, unless, and during the period of time
for which, Declsrant or a Participating Builder agrees to maintain such area. Without limiting the
generality of the foregoing, it is intended that the Master Association shall be responsible for
accomplishing the following mattsrs, in such manner and at such times as the Board shall prescribe:
(a) Manage, operate, control, maintain, repair, restora, replaca and make
necessary improvements to the Master Association Propercy, inciuding withaut limitation: (i1 che Paseos
and any other private walkways, bicycle paths, trails or other pedestrian paths; (iiV drainage facilities
and easements in accordance with any requirements of the pu6lic agency responsible for flood control
facilities; and (iii) the property, or the facitities or improvements thereon, within the TCS� that has
been conveyed to the Master Association by Declarant or by the City in accordance with Article 14
below (captioned "RIGHTS OF CITY"l. � �
(b) Maintain the perimeter walfs and fences ("Perimeter Walis"), which
maintenance may includa all surfaces or just the exterior surface (defined to mean ths surface fronting
Master Association Property or public right-of-way), or the exterior surface of any masonry portion or
wall and all exterior surfaces of any wrought iron portian tharaof, all surfaces of any wrought iron
Perimeter Wati, and may also include the structural intagrity of certain Perimeter Walls. Tha actual
locations wherein maintanance af Perimeter Walis is to occur shal4 be fixed in xhe deads or maintenance
easeme�ts by which the Mastar Association Property containing the Perimater Walls is conveyed to
the Master Associatio�.
� (c) Maintain in a safe and attractive condition the slopes for which maintenance
responsibility is assigned to the Master Association by easemant, together with irrigation facilities
appurte�ant thereto.
(d) Maintain the landscaping and associated irrigation facilities within those public
rights-of-way for which maintenanca responsibility is assigned to the Master Association, according
to tha standards estahlished by the City for public rights-of-way.
�e) Maintain those entry monume�ts and/or signs within the Covered Property
for which maintena�ce responsi6ility is assigned to tbe Master Association.
- (fl Maintain Storm Drain Improvements within any Privata Storm Orain Easement
Areas for which maintenance responsibility is assigned to the Master Association, which shafl include
thosa Storm Drain Improvements that are for the benefit of and appurtenant to any Master Association
Property andlor that are for the 6enefit of and appurtenant ta more than �ne Separate Interest;
provided, however, that the Master Association shall be relieved of its obligation to maintain Storm
Drain Improvements in the event the City or another puhlic agency accepts a dedication of and
assumes responsibii'rty for maintenance and repair of, or if a Subassocistion assumea responsibility for
maintenance and repair of, such Storm Drain Improvaments.
�g) Maintain, repair and replaca all improvsments within any public equastrian trail
for which maintanance responsibility is assigned m the Master Association.
(h) Maintain any Master Association Property that is designated as habi[at
• conservation area(sl in accordance with the requirements of the appiicabie pubtic agency.
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(i) Maintain all other areas, facilities, equipmsnt, services or aesthetic
• companents of whatsoever nature as may from time to tima be requested by the vote or written
consent of a majority of the voting power of the Master Associatian.
(7 Accomplish any of the foregoing activities or any maintenance, repair,
resioration or replacement ot any other improvements that are described in a deed, maintenance
easement, Supplementary Decfaration or other instrument.
5.2 Annaxed Prooertv. The Master Association Property located in the Annexed Property
will genereliy 6e those areas so descritred in the Supplemantary Declaratio� by which the Annexed
Property is made part of the Covered Property. It is generaily expected that these areas will include
neighborhood playground areas, certain community wails and fences, certain entryway {a�dscaping and
monumentation, Paseos and similar areas. The Master Association Property in subsequent Phases will
include the Major Recreation Facility and may also include private streets and other recreatianal areas.
Unless the context clearly indicates otherwise, reference to "Mastsr Association Property" in this
Master Declaration or in the 8yiaws witl refer to all areas the Master Association is obligated to
maintain.
5.3 Level of Maintenance. The Master Association shall provide landscapi�g, pruning and
gardening properly to maintain and periodically replace when nacassary the trees, pfants, grass and
other vegetation originally placed in areas it is obligated to maiMzin and to remove trash and debris
from the Master Association Property. The Master Association shall take such maintenance actions as .
are necessary to avoid erosion and to assure proper dreinage of aif areas it is obligated to maintain. The
Master Association in its maintenence activities shall compVy with any City standards, requirements or
restrictions which are applicahle to the Properties. Afl landscaping within the Master Association
Property shail be maintained in a healthy and thriving condition, free from waeds, trash and debris.
, 5.4 Insoection and Maintenance Guidelines. Tha Board shall adopt inspection and
maintenance guidelines for the periodic inspection and maintenance including, without limitation.
preventive maintenance, by tha Master Association, at the Master Association's expense, of the
Improvements and landscaping to the Master Association Property, irtcluding, but not limited to,
foundations, down-spouts, siding, trim, roofs, balconies, window caulking, uti(ity equipment and
sanitary sewer and storm drainage facitities, as applica6le, maintained by the Master Association,
streets, parking areas, recreational facilitias, and the irrigation system. Tha Board shali periodically and
at least once every two (2) years review and updata the inspection and maintena�ce guidelines. The
Board shall take ali appropriate steps to implement snd comply with tha inspection and maintenance
guide�ines a�d shall keep and maintain permanent records of such implemsntation and complianca.
5.5 Reoair of Damaae: If any Mastar Association Property has been damaged or destroyed
by any negligent or malicious act or omission of any Owner, or the family, guests, employees, tenants
or agents of the Owner, the Owner shetl be responsibie for the cost of repairing such damage. Any
increase in insurence payabie by the Master Association which results from damage by any negfigent
or malicious act or omission of a patticular Owner, or any of such Owner's family, guests, employees,
tenants or agsnts, shall aiso be paid by such Owne�. The Board shail have tha power to levy a Speciai
Assessment against such Owner for the cost of repair or for an amount equal to arry such increase in
premium. Owners shall be refieved of their obligations under this Section to the extent that such
obligations are the responsibility of the Master Association ar a Sutiassociation.
5.8 Rtaht To Enter. The Master Rssociation shall have the right to entar onto any Separate
interest or ApartmeM Project as may be necessary far the construction, maintenance or emergency
repair of tha Mester Association Property or, if necassary, for the benefit of the Owners in common.
. Any damage caused by the entry of the Master Association onto an Apartment Project or Separete
Interest shall be repaired by the Master Association at its expense. It is not intended that this Section
give the Master Association tha right to enter inside any residence except during emergencies.
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. 5J Mo Off-Rosd Vehicles. The Master Association shall not permit recreational off-road
motor vehicle activity within tha Master Association Property.
5,g Maintenance Aoreements. The Master Assaciation may enter into agreements with
Dectarant, Participating Builders or others which provide for the maintenanca of Master Association
PropertY.
5,g Limitation on Liabiliri of Master AsaocfaUon'e Directats and dfficen.
(al Claims Regarding &each of Duty. No director or officer of che Master
Association shall be personaily liable to any Mem6ers, or to any other persan, for any error or omission
in the discharga of their duties and resportsibilitias or for their failure to provide any services required
hereunder or undar the Bylaws, Rrovided that such director or officer acted in good faith, in a manner
that such a parson balieves to be in the best interest of 2he Master Associatian and wich such care,
induding reasonable inquiry, as an ordinary prudent person�in a like position would use under similar
circumstances. Without limiting xhe generality of the foregoing, this standard of care and fimitation of
Iiability shali aztend to matters including, but not fimited to, the rapair and maintenance of Mastar
Assaciation Property.
(b} Othar Claims Involving Tortioua Aeu and Property Damege. No director or
officer of the Master Rssociation shall be responsitrle to any Owner or any member of its family or
tenants, guests, servants, employaes, licensees, invitees, or any other person for any loss or damage
suffered by reason ot theft or otherwise of any article, vehicfe or other item of parsonal property which
may be stored by such Owner or other perso� on any Apartment,Project or within any Separete interest
• or for any injury to or death of any person or loss or damage to the property of any other person
caused by fire, expiosion, the elemants or any othar Owner or person within the Covered Property, or
by any otfier cause, unless the same is attributable to his or her own wiVifui or wanton act of gross
negligence. it is the inient of this Section to provide volunteer directors and officers with protectio�
from liability to the full extent permitted by Section 1365.7 of the California CiviL CoDe, or comparable
superseding statute, and to the extent this provision is inconsistent with said section, the Civi� Cooe
shail prevail.
5.10 Transfer of Master Associstlon Proaertv.
la) The Mas4er Rssociation Property within each Phase shati be conveyed to the
Master Association prior to or concurrentlY Wcable i atin Iderl f Master
within such Phase. Declarant (or the app � P 9
Association Proparty to tha Master Association free of all liens and encumbrances except currant real
proparty taxes and assessments (which taxes and assessments shall be prorated as of the date of
conveyancel, titie exceptions of record and the covenants, conditions, rsservations and restrictions
contained in this Master Declaration and the instrument which conveys the Master Association Property
to the Mastar Association.
(b) The Master Association shall be deemed to have accepted the obligation ta
maintain the improvemencs upon the Master Association Property within any Phase (i) whan such
improvements have been compietad in substantial conformance with the plans and specifications
therefor, and (ii} whe� Regular Assessments have commenced upon the Separete Interests within such
Phase. The issuance of a cartificate by the architect who designed any such improvements stating that
such improvements are in substantial confarmance with the original pians and specifications shall be
satisfactory evidenca of such compietion. The Master Association shalt refease Dectarant (or the
� applicable Participating Builder) from any bonds relating to any such improvemants accepted for
maintenance as provided above.
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� aRr�c�e s
MAINT�kANCE 6Y OWNERS AMD SU6ASSOCIATIONS
8.1 Obliae8on To Msintain. No Apartment Project, Saparate Interest or improvement
anywhera withi� any Phase shalt be permitted to fali into disrapair or an unsightfy condition, and each
Owner shall keep his or her Apartment Project or Separata Interest free from weeds and atl debris and
shall keep atl improvements located on his ar her Apartment Project ar Saparate Interest in good
conditian and repair. UNess the Master Association or a Subassociation has assumed the maintenance
of the same, the Owner of a 8eparate Interest shatl be re5ponsibVe to maintain ail Storm Dreinage
Facifities located on ihat Separete interast. The Master Architectural Committee shail have the right
to detarmine whethsr an ApartmeM Project, Separate Interest or its improvements have fallen into
disrepair or an unsightly condition for purposes of this Section and the Master Architectural
Committee's decision shall be final and binding on the respective Owner.
6.2 inatallation oi Landscaoina. Unless Decla�+t or a Participating Bui{der has done so,
each initial Dwner of a Separata Interest improved with e residence at the time the Owner acquirad title
shall, within three (3) months after acguiring ownership prepare and submit to the applicable Master
Architectural Committee a landscaping plan for the front yard of his or her Separate Interest. If such
plan is disapproved, a revised plan(s1 shafl be submitted no more than thirty 130) days after such
disapprovai, until a plan has been approved hy tha Master Architecturai Committea. Each such Owner
shall install the imp�ovements shown on the approved landscape plan within six I6) months after the
Owner acquires titfe to a Separate Interest. In addition, each Owner shali within I61 mo�ths after
acquiring ownership prepere and suhmit to the appticable Master Architectural Committee a landscaping
plan for the side and rear yards of his or her Separete interest, and shall instail the improvements
� shown on the approved landscape plan within nine (9) months after acquiring ownership. For purpases
of this provision, any rear or side yards that face onto e Paseo shall be deemed front yards, the
landscaping plsns tor which shall be submitted to the applicahle Master Architectural Committea within
three (3) months and tlie landscaping improvements for which shall be installed within six (61 months
after the Qwner acquires tiile to a SeParate Interest.
Each Owner and Subassociation shali at all times maintain tha landscaping undar their
respective control in a neat and attractiva condition, and shall periodically replace when necessary the
trees, plants, gtass and other vegetation ragardless of whether the same were originalty installed by
Declarant or any Participating Buifder. No plants or seeds, infected with insects or plant diseases shall
be brought upon, grown or maintained upon any part of the Covered Property.
All landscaping to be installed by an Owner or Subassociation shall comply with the
requirements of Articfe 7 below (captioned "MASTER AFiCHITECTURAL COMMITTEE"I; provided,
however, nothing herein stated is intended to make such Article applicabla to any party which is
exempt from the sama.
In the event that any Owner ar Subassociation shalt fail to install and maintain landscaping in
conformartce with this Article, the Board, upon thirty (301 days' prior writtan notice to such Owner or
Subassociation, shall have the right either to seek any remedies at law or in equity which it may have
or to correct such condition and, after notice and hearing, to enter upon the applicabls property for the
purpose of doing so, and such Owner or Subassociation (whichever is applicable} shall promptfy reim-
burse the Master Association for any such costs.
6.3 Wtdks and Fenesa. The interiar surtace of a fence or wsil located beiwean two Separate
Interests shall be maintained by the respective Owners and the respective Owners shall share equally
� in ths cost of repairing or replacing the structura af any such fence or wall excspt tor (i1 damage
caused by one such Owner or (ii) fencas or walls cha maintenance of which has been assumed by a
Subassociation or tha Master Association. Should an Ow�er cause any damage co a fenca or wail, such
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• Owner shall be solely responsibie to repair the same. Should a solid tence or wall within the Master
kssociation Property adjoin an Apartmen[ Project or Separate Interest, it shalf be the responsibility of
the Owner of the adjaining Apartment Project or Separate Interest to maintain the interior surface. Any
wal! or fencing which is repiaced shall be replaceQ with su�stantislly the same type of wall or fencing,
following approvai of the applicable Master Architectural Committee pursuant to Section 7.5. All walls
and fencing shatl be installed in conformity with Exhibit E.
6.4 Subassocietian Maintenanae. Each Su6association shail require all improvements undar
its jurisdiction or ownership to be kept in good condition, appearance and repair.
6.5 Noneompfiance bv Owner or Subasaocistion. In the event that any Owner or
Subassociation shall in the Board's opinion permit any property which is the responsibility ot such
Owner or Subassociation to maintain, to fall into a dangerous, unsafe, unsightly or unattractive condi-
tion as determinad 6y the Board, then the Board shall have the right to demand that such condition be
remedied. Should the condition not be remedied within fifteen I15) days, tha Board shall hava the right,
but not the obligation, to correct the condition, and to enter upon the portion of the Covered
Praperty which has fellen into such candition for the pu�pose af doing so. The Owner or Subasso-
ciation, as the case may be, shall promptly raimburse the Master Association for the cost of such
corrective action, including, bttt not limited to, the Master Association's court costs and reasonable
ettorneys' fees shoufd the Board detarmine it is in its best interasts to obta'tn a court arder allowing
such entrance by tha Board's representatives. _
6.6 Ownero Ta Notifv Mastar Asaociation. In the evant any dwner belisves the Master
Association has permittad any Master Association Property to become dangerous as a result of poor
maintenance, the Owner has the duty to immediately report such dangerous condition to the Master
Associatian.
� AFiTiCLE 7
MA5TER kRCHITECTURAI COMMITTEE
7.1 Muitiole Committees Permitted. Ona or more Master Architecturat Committees may be
established pursuant to this Article lseparate committees may ba established for certain neighborhoods
withi� the Praperties). It is not intended that any portion of the Covered Property be subject to the
jurisdiction of more than one Master Architectural Committae; however, portions of the Covered
Property may be subject to an architecturel committee of a Subassociation in addition to the jurisdic2ion
of the Master Architectural Committea. Refarence in this Master Declaration to the "Master Archi-
tectural Commirtee' shail mean each such Master Architectural Committee which has jurisdiction over
a particular geographic area of the Covered Property.
7.2 Members of the Master Archkectural Committee. Eech Master Architecturel Committea
shall consist of from one (11 to five (5i members; however, the number of inembers may be increased
by resolution of the Board. The members of the Mastar Architactursl Committee may ba removed at
any time without cause by the person appointing the membar undar the authority granted 6y this
Articie. Unless changsd by resolution of the Board, the address of the Master Architectural Committee
for all purposas, inciuding tfie submission of plans for approval, shall 6e at the principal office of the
Master Association as designaied by tha Board pursuant to the Bylsws. Members of ths Master
Architectural Committea shail serve until such time as the member has resigned or baen ramoved by
the party which appointad the mam6er. Members of the Master Rrchitectural Committea naed not ba
Owners. The Master Associarion is specificaity authorized to reasonabty compensate a professionai
proparty manager, architect, or other similar professional for service as a member of the Mastar
� Architecturel Committee.
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. 7.3 Riqhta of Appointment. Declarant may, at its sole option, appoint aIl of the origina�
members of each Master Architectural Cammittee, and all replacements, until the first anniversary of
the ariginal issuance of tha first Final Su6division Pubfic Report for the portion of the Properties subject .
to Yhat Master Architectural Committee. Thereafter, the Board shali have the right to appoint at least
one member of esch Master Architecturel Committee, 6ut declarant may, at its sole oPtion, appoint
a majority of the members until (i) an aggregate of 2,250 Separate Interests and apartment units in
Apartment Projects have been sold and closed escrow to Ciass A Membsrs or (ii) until the fifth
anniversary of the most recent conveyance to an Owner (other than to a successive Declarant or
Participating Buiider) under authority of a Final Pubtic Subdivision Repart of the first Separate interest
in any Phase, whichever occurs first. Thereaftar, the Board shall have tha right to appoint the remaining
members of each Master Architactural Committee. Members of a Master Architectural Committee need
not be Members of the Mastar Association; provided, however, that at least one Board-appointed
member of each Master Architectural Committee shall be a Cfass A Member of the Master Association.
7.4 Desianat'son of Master Architectural Committees. Each Mastar Architectural Committee
shall be designated by Declarant signing, acknowledging a. � recording a nofice of Mastar Architectural
Committee designation which: (i} names the Master Architectural Committee; and (ii) legally describes
the portion of Che Properties over which the particular Master Architectural Committee will have
jurisdiction. The first Mastar Architectural Cammittae shatl be designated Paseo del Sol Mastar
Architectural Committee No. t, and succeeding Master Architeccural Cammittees, if any, shalf be
numbered in consecutive sequance: At DectaranC's election, the designation may ba accomptished in ,
a Suppiementary Declarstion. All of the Initial Covered Property shall be within the jurisdiction of
Master Architectural Committae No. 1.
7,5 Architsctural Review Procedurea.
• (aY Review of Ptana and SpeciftcaUons. Excapt as otherwisa stated in this Master
Declaration, no building, addition, hardscaping, landscaping, irrigation sys2em, swimming paol, spa,
fence, wall, exterior lighting or similar improvement Iany of which is referced to as an "Improvement"1,
induding arty euterior changee le.g. changes in cofor scheme) or aiteretia�s in any existing
Impravement, shatl be commenced, erected or maintained upon any Covered Property until the plans
and specifications therefor showing the nature, kind, shape, height, width, color, materials and location
of the same shall have been suhmitted to and approved in writing by the Master Architectural
Committee.
(bl Scape of Review. At its discretion, the Master Architectural Cammittee may
limit the scope of its review and excluda certain Improvements from its review. For example, the
Master Architecturai Committee. may decide to exclude from review certain or ail back yard
Improvements. Also, the Mester Architectural Committee may decide not to review any Improvements
within areas of the Covered Praperty which are subject to architectural review by Boards of Directors
af Subassociations or architectural review committeas established by Subassociation Daciarations. The
Master Architectural Committea shall not be responsible for reviewing, nor shall its approval be deemed
approval of, any plan or design from the standpoint of structural safaty or conformance with building
or othe� codes, special use permits, site approvals or other govemmentai requirements.
� (c) Criterfa. In rendering its decisions, the Master Architectural Committee may
cansider whether the construction, alterations or additions contemplated in the location indicated will
be detrime�tal to the appearance of the Propertias as a whole, whether a particular Owner's "view'
or privacy will be materially affected (and how to tralance thase sometimes confiicting criterial, whether
the appearance of any structura affected thereby wilt be in harmo�y wiih the surrounding structures,
. whether the construction thsreof will detract from the beauty and attractiveness of the Properties as
a whole, and whether the upkeep and mai�tenance thereof will become a burdan on the Master
Association or a�y applicable Su6association. The Master Architectural Committee shall consider
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� whethar any additions to the structure of a home will be architecturaily compatible with the existing
structures as well as the surrounding area.
(d! No Obtigation To Preserve �ew or Privacy. Although the Master Architectural
Committee mey consider view issues when rendering its decisions, neither the Master Architectural
Committee nor Declarant makes any representation that any view or privacy from any Separate Interest
or Apartmant Project will be protected and neither the Master Arohitectural Committae nor tha
Declarant has any ohiigation to maintain, protect, enhance or preserve any view from any Separate
Interest, Apartment Project or other portion of tha Covared Property.
(e) Guidelines; Deposlt. The Master Architectural Committee may from time to
time adopt and promulgate guidelines ("Guidetinea"1 which, among other mattars, may set fonh design
and architectural standards and procedural requirements for the submission of plans for review. The
Guidelines shall be consistent, as to walis and fencas, with Exhi6it E. The Master Architectural Com-
mitEea may require such detail in plans and specifications submitted for its review as it deems proper,
including, without limitation, floor plans, site pians, draine�plans, etevation drawings and descnption
or samples of exterior material and Unless such rules are compfiad with, the plans and speci-
fications shall nat be dsemed received. The Guidelines may require a reasonable deposit fnot to exceed
S250.00 in 1997 dollars) to accompany each application for approval which may be used by the
Master Architectural Committea to (i) hire consultants and othernise pay out of pocket expenses
incurred by its review, (ii1 to pay the cosis of clean up from construction, should the Owner faii to do
so, and (iii) ta pay tha costs of repairing any portion of any Phase which may be damaged from
construction af the Improvements. Tha applicant for ptan approval shatl be responsibie to reimburse
the Master Archhecturel Committee for any such out of pocket expenses reasonably incurred by the
Committee, ragardless of whether such expenses exceed the deposit amount.
• (f! Su6aasoeiation Archltectural Conhata. The jurisdiction of the Master
Architectural Committee over construction in any Covered Property shall be in addition to that of any
architectural committee established under any Subassociation Declaration, and any work or
Improvement may require che approval of both any such architectural committee and the Master
Architectural Committee. Furthermore, any Improvements to common area portions af the Properties
under the ownership or manegement and control of a Subassociation shali be subject to the
architecturai controls herei� set forth. However, the Master Architectural Committee shall have the
right to exclude from its jurisdiction any particular Improvements, including, but not limited to,
Improvements reviewed by an architecturaf committee established under a Subassociation Declaration.
tg� Approvals May Bs Coaditiaaed. The Master Architectural Committee may
condition its approval of proposals or plans and specifications upon such changes therein as it deems
appropriate, or upon the agreement by the person submitting the same to grant appropriate easements
to the Mastar Association for the maintenance thereof, or to raimburse the Master Association for the
cost ot maintenance, ar alf thres, end may require submission of additional plans and specifications or
other informatian prior to approving or disapproving arty materia� submitted.
(hl Period fa Approvafs. Decisions of the Master Architectural Committee and
the reasons therefor shall be transmitted to the appiicant at the address set forth in the application for
approval within thircy �301 days after receipt by the Master Architectural Committee of all materiais
required by the Master Architecturel Committee. Arry application submitted pursuant to xhis Section
shail be deemed approved unless written disapprovai, conditional approval or a request for additional
information or materials by the Master Architectural Committee shall have baen delivered to the
appiicant within thirty �301 days after the dats of receipt by the Master Architectural Cammittes of all
� required materials. Upon completion at the contemplated Improvement, the appiicant shall give written
notice to the Master Architecturai Cammittee of such completion and, for purposes hereof, [he date
of receipt of tha written notification by the Mastar Architectural Committee shall be deemed to bs the
date of completion of tha Improvemsnt.
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ii1 Variances. Ths Master Architectural Committae may authorize variances from
compliance with any of the architecturel provisions or restrictions of this Master Dectaration when cir-
cumstances such as topogrephy, naturaf obstructions, hardship, aesthetic or environmental
considerations may require. All variances must be evidencad in writing, must be signed tha Master
Architectural Committee, and shall bacoms effective upon execution. If a variance is grented, no viola-
tion of tha covenants and restrictions contained in this Master Qeclaration shail ba deemed to have
occurred with respact to the matter for which the variance was granted. The granting of a variance
shall not operate to waive any of tha terms and provisions of this Master Declaratian for any purpose
excapt as to the particular praperty and particular provision hereof covered by the variance, nor shall
it affect in any way the applicant's obligetion to comply with all governmental laws and regulations
affecting his or her use of the property, including, but not limited to, zoning ordinances, conditions and
requirements of special use permits and site plan approvals, setback lines or any other requirements
imposed by any governmental authority.
(j) No Waiver of Future Rpprovals':"1'he approval by the Master Arohitecturat
Committee of any proposals or plans and specifications or drawings for any work done or proposed or
in co�nection with any other mattet requiring the approval and consent of the Mascar Architectural
Committee shall not be daemed to constitute a waiver of any right to withhold approval of or to
consent to any similar proposals, plans and spacificatiorts, drawings or any matter whatsoever that is
sutrsequentty or additionally submitted for approval.
(k) Cortection ot Defecta. Inspection of work snd correction of defects therein
may procaed as foliows:
• (ii The Master Architectural Committee or its duly authorized representative
may at any time inspect any fmprovement, or change or afteration thereaf, for which approvai
of plans is required under this AKicfe; provided, however that tha Master Architecturel
Committee's right of inspection shall terminate sixty 160i days after the Owner (or
SubassociaYion, if it managas or controls the area in questian) shall have given written notice
of the completian of the work to the Master Architecturai Committee, provided that such
Improvsment was actuafiy completed as of the date of such notification. If, as a result of its
inspection, the Master Architectural Committas finds that the Improvament, or change or
alteration thereof, was done without obtaining approvsl of tha plans therefor or was not done
in suhstantial compiiance with the plans approved by the Master Architectural Committea, it
shall notify the Owner (or Subassociatian, if applicablel in writing of the failure to comply with
this Article within thirty 1301 days after the inspection, specifying the particulars of non-
compliance ("M1loNce af Nan-Compliance"1. The Master Architecturel Committee shall have the
authority to require the Ownar (or Subassociation, if applical�le) to take such action as may be
necassary to remedy the non-comp(iance.
(ii) If upon the expiration of thirty (30) days from ths date of the Notice of
Non-Complianca the Ownar or Subassociation (whichever is applicable) shall have failad to
remedy the non-compiiance, then the Master Architectural Committee shali notify the Board
in writing of such failure and the nature thereof, and the estimated cast of correcting or remov-
ing the same. 7he Bosrd shall then have the right at its option either to pursue such remedies
against the Ownar or Subassocistion as it may have in any court of competent jurisdiction or
to determine whether there is a non-compliance aker notice and hearing, in the manner as may
bs set forth in the Master Architectural Committee's Guidalines. If a non-compliance is
determined to exist at tha natice and hearing, the Owner or Subassociation, as applicable, shall
. remedy or remove the same within a period of not more than [hirty (30i days from the date
that notice of the Board ruling is delivered to the Owner or Subassociation. If the Owner or
Subassociation does not comply with the Board ruling within such period, the Board, at its
option, may record a Notice of Non-Compliance against the reaf property in which the non-
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23'7594
� compiiance exists, remove ths non-complying Improvement, ar remedy the non-compliance;
and the dwner shall reimburse the Master Association, upon demand, for all expenses i�curred
in connection therewith. If such expenses are not promptly repaid by ths Owner or
Subassociation to the Master Association, tha Board may levy a Special Assessment against
the Owner or Subessociation for raimbursemenL The right of the Master Association set forth
in this Subsection to remove any Improvement or remedy the non-compliance shall ba in
addition to all other rights and remedies which the Masier Association may have at law, in
equity or under this Master Declaretion.
(iii} As to any Improvements constructed in compliance with this Article,
the Master Association shall, upon written request, provids to the Owner thereof (ar to the
Subassociation with respect to areas it manages and controls) a notice ("Notice of Compii-
ance") in recordaale form, signed hy the President and the Secretary of che Master Associa2ion,
evidencing such compliance. The Notice of Compliance, when recorded, shall be conclusive
evidence of compiianee with the provisions of this Article as to the Improvements described
in the recorded Notice of Compliance. `
(iv) The Master Architectural Committee shali adopt a procedure by which
a prospective Owner intending to aract Improvements on any portion of tha Covered Property
may submit and obtain advance approval hy the Mastar Architectural Committee for tha
prospective Owner's plans prior to the purchase of the property.
7.6 Meetinas of the Master Architectural Committee. Each Master Architecturel Committee
shall maet from time to time as necessary to pertorm its duties ha�eunder. Each Master Architectural
Committee may from time to time hy resolution unanimousiy adopted in writing designate a
. "Committee Representative' (who may, but need not, be ona of its members! to take any action or
perform any duties for and on behalf ot the Mastar Architectural Committee. In the absence of such
designation, the vote of a majority af the members of the Master Architectural Committee or the
written consent of a majority of the members of the Master Architectural Committee shall constitute
an act of the Master Architecturef Committee.
7.7 Notice of Aovointment. Whenever a member of the Master Architectural Committee is
appointed or removed while both Declarant and the Board have rights of appointment, written notice
to the other party of such appointment or removal shall be givan by the party appointing or removing
the memher.
7.6 Diliaence In Conswction. Each Owner sheil cause to be completed in a timefy and
diligent mannar any Improvements which are commenced on such Owner's Apartmant Project or
Separate Interest.
7.9 Declarant and Particioatina Buifder Exem�tlona. This Article shsll not apply to Deciarant
or any Participeting Builder. Notwithstanding any other provision af this Master Declaration to the
contrary. neither Decfarant nor a Participating 6uilder need seek or obtain Master Architsctural
Committee approval for any Improvement constructed or placed by Declarant or Participating 8uiiders
on any portion of the Propertias (inciuding any revision or remodeling by Declarant or a Participating
Builder), regardless of whether such areas are owned 6y them. Neither this Section nor Section 7.3
above [captioned "Rights of Appointmsnt"I shall he amended without DeciaranYs prior written consent.
7.10 Aoartment Proiect Exemotlon. This Articie shall not apply to the construction, re-
construction, remodeling or any other Improvemsnt to any Apartmertt Project. Notwithstanding any
. other provision of this Master Declaration to the contrery, no Qwner or develaper of an Apartment
Rroject need seek or obtain Mastar Architectural Committee approval for arty Improvement of or to any
Apartment Project. This Section shall not be amendad without DeclaranYs and each Apartmen2 Project
Owner's prior written consent.
Piseo Od Sol
2itu9! "Z7'
2 3�594
� ART(CLE 8
EASEfifiEFiTS ANb RfGFiTS
8.1 Nature of Easements. Unless otherwisa set forth herein, all easements reserved to
Declarant herein shall 6e nonaxcfusive.
8.2 Reservations to Declarant There is hereby reserved to Declarant, together with the right
to grent and transter same to Participating Builders and others:
(a) Improvemsrrte. Easements (i) over the Master Association Praperty for the
purpose of constructing, erecting, operating and maintaining thereon, therein or thereunder roads,
streets, walks, driveways, parkways and park areas, and (ii) over the Covered Property tor the
installation and maintenance of electric, telephone, water, gas, irrigation lines, sanitary sewer lines and
drainage facilities. � - -
(6) Cable Communications. The right to place on, under or across the Covered
Property transmission lines and other facilities for a cable communications services, including without
limitation television or a community antenne television systems, and the right to enter upon the
Covered Property to servica, maintain, repair, recanstruct and replace said lines or facilities. -
(c! Cansuuction and Salea. Easaments for construction, display, maintenance.
sales and exhibit purposes over the Master Association Property in connection with the erection and
sale or lease of residences withi� tha Covered Property; provided, however, that such use shall not be
. for a period beyond the sale by Declarant of all Separate lnterasts within Paseo del Sol.
(dl Utilities. Easements over the Covered Property for the instalfation and
maintenance of electric, telaphone, cable television, wacer, gas, sanitary sawer lines and dreinage
facilities, as shown on any recorded final tract or parcei map co�ering the Covered Property, or as
separately granted or reserved in favor of Declarent or a Participating Buifder. _
Tha easements reserved to Declarant or granted and conveyed by Declarent pursuant to this Section
shall not unreasonably interfere with the use and enjoymertt by the Owners of the Coversd Proper[y
and any damage, repair or rastoration necessitated by any such installation, ca�struction or
maintenance shall be compietsd by the ho{der of the easement that has e�tered upon the Covered
Property for any such purpose wiihin a reasonable time after the occurtence of such damage or �eed
for restoratiori.
The reservation of Declarant to come upon the Mester Association Property under this Section and
under Section 2.2(g) abova shail terminate upon the IaTer of {p fifteen (151 years after xhe most recant
conveyance of Masisr Associatlon Property within the Covered Property to tha Master Association or
(ii) ihe fifth. annivsrsary of the issuance of the original Finat Subdivisian Public Report tor the most
recent Phase of the Development; provided, however, in no event shall Declarant's rights hereunder
terminate prior to the axoneration of any Bond in favor of the Master Associatian described in the
Section 16.5 below [captioned 'Special Responsibilities of Master Association"J.
8.3 Eaaements tor Ownera. There is hereby reserved to Declarant and to atl Owners
easements for ingrass, egrass, use and enjoyment (which includes, without limitation, the unrestrictsd
right of ingress and egress to such Owner's Separate Interest or Apartment Project! on and upon the
Master Association Property. The foregoing easements shali be appurtenant to esch Separate Interest
� and Apartment Project within the Covered Property and shall be subject to all of the easements,
covenants, conditions, restrictions and ather provisions contained in this Master Declaration or the
vesea Od So/ 28_
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z��594
• Bylaws, including without limitation the matters described in Section 2.Z above [captioned "Master
Associatian Management"j.
8.4 Easements for Master Association. There is hereby reserved to Daclarant and to the
Master Association, with the right of the Master Association to grant and trensfer the sama, easements
over the Covared Property for the purpose of permitting the Master Association to perlorm emergency
repairs or to do other work reasonably necesssry tor the proper maintenanca of the Covered Property
and to discharge any other obVigations and powers as described in this Master Declaration and the
Bylaws including without limitation Yhe right of entry for such purpose as provided in Section 6.5 above
[captioned "Noncampliance by Owner or Subassociatio�"].
8.5 Encroachment Easements. The foilowing easemants ars hereby reserved by Declarant,
subject to all items of record, including, but not limited to, the general utility easements of record:
(a� Fence or Wall Encroachment. It is irttended that, unless Declarant decides to
relocate the same, each fence or wall installed by Declareni with the intenfion of separati�g Separate
Interests, Master Assaciation Property or Apartment Projects at the boundaries 6etween such areas
shall establish the usabie boundaries between the affected areas, regardless of whether the fence ar
waN lies exactfy an the boundary line. An easement is hereby reserved for each such fence or wall to
be repaired and replaced by the party(iesl ob(igated to maintain the same, in tha locatian where such_
fence or wall was so instailed by Declarant. Declarant shall have the right, 6ut not the obligation, to
relocate any such fence or wall to the appiicabie boundary line during xhe period of time that Declarant
has the right to annex portions of the Propenies to this Mastar Declaration. The portions of Iand fying
inside e fence or wall which was intanded to ba instalied at the boundary of the Separate Interest may
be used by the Separate Interest Owner for yard purposes, subject to any open space easements or
� other items of record. The portions of land lying outside a fence or wall which adjein Master
Association Property may be used 6y the Master Assacietion for such purposes.
(b1 Encroachmertta on or from Mester Association Property. In the event any im-
provement to any Separate Interest or Apartment Project encraaches upan the Master Association
Property or in the event any improvement on the Master Association Property encroaches upon any
Apartment Project ar Separate Interest as a resuit of the original construction hy Declarant or a
Participating Builder or reconsiruction or repair to original dimensions, or shifting, settlement or
movement on or of any portion of the Apartment Project, Separete Interest or the Master Association
Property, an easement for the encroaohme�t and for maintenance of the same shail exist so long as
the encraachment exists; provided, howevar, in no event shall an easement for encroachment be
created in favor of an Ownsr or the Mastar Association if the encroachment occurred due to the wilitul
misconduci of the Owner or the,Mester Association. In the event a structure is partially or totally
desuoyed and than rabuilt or repaired, the minor encroachments over adioining Master Association
Property, Separate interest or Apartment Project shall be permitted and there shall be easements for
maintenance of the encroachments so long as they shall exist. "improvement" as used in this
su6section does nat include a fenca or wall (fences and walls are the su6ject of subsection (a) of this
Sectionl.
(c) Encroachmenta Betwaen Separeta Interests(Apertmertt Projects. An easement
is hereby resarved in favor of each Separate Intarast and Aparcment Project ovar adjoining areas for
the purpose of accommodating eneroachments due to design, consuuction, engineering ertors, errors
in construction, settlement or shifting of the buiiding, roof ovarhangs, architectural or other appendants
and drainage of water from roofs. There shall be easements far the maintananca of encroachments so
long as they shall exist; provided, however, that na easement is created in favor of an Owner if the
• ancroachment occurred due to the wi(Iful misconduct af the Owner. In the event a structure is partially
or xotalfy destroyed and thart rebuilt or repaired, the minor encroachments over adjoining areas shali
be permitted and there shall be easements for maintenance of encroachments so long as they shal�
exist. ,
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237534
• 8.6 Easement to inspect snd Test. Deciarant reserves easemants to enter any Saparate
interest, including the intarior of the residence and the yard, to inspact thosa areas and to conduct
destructiva tssting referted Yo in Califarnia CMLCooE Section 1375Ed1. However, Declarant sha8 notify
the Owner of the Separate Interest of at least threa alternative dates and times when such inspection
can take placa (the earlisst of which shail not be less than ten (10) days after tha notification is given)
and Declarant shall give the Owner the opportunity to specify which date and time is acceptabte to the
Qwner. Should the Owner not raspond affirmatively with respect to ona of the dates and times within
five (5) days, then Declarant may decide which of the dates and times the inspection and testing shall
take place and so notify the dwner. Alternatively, Deciarant may seek a judiciai order allowing such
inspection and testing ta take place. Declarent shall be entitled to its reasonably incurred attorneys'
fees and be deemed the "prevailing par[y" should such a court order be sought and o6tained. Declarant
shali be obliqatad to fully repair any damage caused by any such destructive testing.
8.7 Utelities and Cab�e Communica6ons. Wherevsr sanitary sewer house connections, water
house connections, air conditioning connections or du�ts,. eleciricity�.gas, telephone and cabla
communications lines or drainage faciiities are installed within the Covered Property, ths Mastar
Association or any Owner as the Owner of any property served by said connections, lines or facilities
shali have the right, and there is hereby reserved to Declarant, together with the right to grant and
tra�sfer the same to any such Owner, a� easement to the full eztent necessary for the fuli use and
enjoyment of such portion of such connections which service such Owner's property, and to enter, or
have utility or cable communications companies enter upon any portion of the Covered Property
including without limitation, upon the Separete Interesi or Apartment Project i� or upon which said
connections, lines or faciiities or any portion thereof tie, to repeir, replace and gensrally maintain said
connactions, lines and facilities as and when the same may be necessary, provided that any damage
. caused by such entry shall 6e repaired by such Owner, utifity or cable communicatiorts company as
promptly as possible after completion of �vork ther�on.
8.8 F�ccfusive Use Easementa. Thare is hereby reserved to Declarant and to the Master
Association, the right to grant easements over the Master Association Property, or any portion thereof,
tor the exclusive use by an Owner or Owners of contiguous property as a yard, recreational, gardening,
and/or landscaping area and for minor encroachment of any improvaments thsreon and the repair and
maintenance thereof ("Exclusive Use Easement"). No Exclusive Use Easemant shall be effective unless
approved by ihe Board, which shall occur only if the Board should determine that it would be in the
best intarasts of the Master Association and the remaining Owners to create such Exclusive Use
Easements for the benefit af any particular Owner or Ownero of any such contiguous property. For
example and without limitation, it would be beneficial to the Master Association and the remaining
Owners to transfer tha 6urden of ma�agament and maintenance of any property which in the
reasonab�e judgment of the Board�is generalfy inaccessible to the remaining Owners or is not likely to
be used by the remaining Owners. Upon conveyance, such F�cclusive Use Easemertt shall be
appurtenant to the property of the Owner who has the exclusive use thereof. Such Exclusive Use
Easement may contain modifications of tha covenants, conditions and restrictions as they partain to
such easement area and shall also be subjact to any additional terms, conditions and restrictions as
may be imposed by the Board.
8.9 PubNc Bicvde nnd Pedestrian TraNa. Thera is here6y reserved to Declarant, together
with the right to grant and transfer the same to the Master Association or Participating Builders, an
easement for public ingress and agress over any bicycle, pedestrian, equestrian or other traifs shown
on any recorded finai tract or parcel map covering the Covered Property.
B.10 School Easement. There is hereby reserved to Declarant, together with the right to grant
• and transfer the same to any schoo� district acquiring school property adjacent to any Master
Association Property, an easement for limited use for school purposes ovar portions of such Master
Perse p�ISa/
viu3e -30-
2375g4
• Association Property, ail as mora particularly described in any existing or future grant of easement by
Declarent to said school district.
8.11 Comrnunifv Paseo Svstsm Easemenf. Dacfarant hereby reserves to itself Ior, with
respeM to any portions of the Communfty Pasao System that are not a part af the Covered Property,
has ecquired or shali acquira) easaments over the Paseos depicted on Exhibit C attached hereto, or
identified any similsr Exhibit attached to a Supplementary Declaration, toQether witfi the right to grant
and transfer same:
(a) To the Master Association far the purpose of mainteining the improvements
located upon or within such Paseos within the Community Paseo System, together with the right and
abligation to manage such Passos and to reguiate the use thereof by the Community Paseo Users
subject to the terms and conditions of this Master Dedaration.
(b1 To ihe Community Paseo Users who are Members, and their families and
guests, over the Paseos depicted on Fxhibit C attached h2�ta or to any s�milar Exhibit attached to a
Supplementary Declaration, as weil as any Pasees described with particularity in any other declaration
of covenants, conditions and restrictions recorded in the Official Records against any portian of the
Properties, for ingress, egress, use and enjoyment, subject to control and managemant of such Paseos
within the Community Paseo System by the Master Association and by other nonprofit mutual benefit
corporations which own or have an easement over such Passos for such purpose; -
(c) To the Community Pasao Usars who are owners of property which is not
covered by this Master Dedaration and any nonprofit mutual benefit corporation formed for the
management and control af such property, and their families and guests, over [he Paseos depicted o�
• Exhibit C attached hareto or to any simiiar Exhibit attached to a Supplementary Dsclaration, for ingress,
sgrass, use and enjoyment subject to contrcl and management of such Paseos by the Master
Assaciation and conditioned upon the cantinued use and enjoyment af reciprocal rights of ingress and
egress by the Community Paseo Usars who are Members over the Paseos within the Community Paseo
System located within such property, which Paseos will be subject to control and management by a
nonprofit mutuai benefit corporation formed for the management and control of any such property.
The Master Association shalf have the'duty and obligation to maintain and otherwise manage the
Paseos and all facilities and improvements thereon that are expressiy required to be so maincained and
managed pursuant to che provisions of this Master Declaration or any Supplementary Declaration. The
Owner of any Separate Interest or Apartmant Project containing eny portion of a Paseo shafl have the
right of drainage over, across and upon such portion for water draining from the Separate Interest or
Apartment Project through dreinage devices installed in the o�iginal construction of the improvements
upon such Separate Intarast or Apartment Project or thereafter upon the prior written approval of the
Master Association. An Owner of a Separate Interest or Apertmant Project containing any portion of
' a Paseo shail have tha right to enter upon such portion for the instailation, msintenanca and repair of
the dreinage systams permitted by the foregoing provision provided that any damage caused therehy
to tha landscapi�g or other improvements existing within such porcion of the Paseo wiif be repaired at
the sole expense of such Owner as soon as reasonably possi6le following the compietion of such
iresta�latian, maintenance and repair. The Master Association shall not disturb the grading of the Paseo
ar otherwise act with respect Yhereto in any manner that would damage any improvements on the
Separate interast or Apartment Project upon which such portion of the Paseo is Iocated. An dwner of
a Separate Interast or Apartmsnt Project contai�ing such portion of the Paseo shail have the right to
install, repair and maintain any underground utility systems located within such portion providad that
such systems do not unreasonably restrict the intended use and enjoyment of tha Paseo and any
• damage to the landscaping or other improvements existing in the Paseo caused thereby shall be
repaired at the sole expense of such Owner and shali be accompfished as soan as reasonably possible
following tha completion of any such installatio�, repair or maintenance. In the evant repair is required
for any improvement upon a Pasao because of the acts oc negfigence of any Owner of a Separate
. Pearo Ow' Sel - 31 - .
L 1 al98
Z37594
. Interest containing such Paseo or any other Community Paseo User, such repair shall be accomplished
by such negligent dwner or Community Paseo User at his or her ezpense, or, at the sole discretion of
the Board, may he accomplished by the Master Association with the cost thereof charged to and paid
by the r.eglig�nt G�wner ar Community Paseo Jser.
8.12 Side-Yerd Easements. There is hereby reserved to �eclarant, together with the right to
grant and transfer the same to Owners, side yard easements for the purposes of landscaping, drainage,
the establishment of a genaral recreational or garden area and purposes related thereto, all as more
particularly described in any existing or future grant of side-yard easement by Declarant. Any such side-
yard easements when granted to Owners shall be subject to the rights of the Master Association as
set forth in Articles 2[captioned "MASTER ASSOCIATION PROPERTY"� and 5[captioned "MASTER
ASSOCIATtON MAINTENANCE RESPONSlBILITIES'J above.
8.13 Clusterad Mailbazes. There is here6y reserved to Declarant, together with the right to
grant and transfer the same, easements over the Coverad Property to the extent necessary to comply
with any requirements of the United States Postal Servi�9 and any aiher public agency [o cluster
mai{boxes for the delivery, deposit and pickup of United States mail, for maintenence, repair and
replacement of such mailboxes and for ingress and egress to and across that portion of ihe Covered
Property to the extent necessary for all such purposes. Tha easement rights and obligations of esch
Ownar shall be limited to the mailbox that services such Owner and any appurtenances thereto and tha
portion of the Covared Praperty on which such mailbox and appurtenances are located and to the
extent necessary to obtain access such mailhox.
8.14 Drainaas. There is hereby resarved to Declarant, together with the right to grant and
transfer the same, as follows:
• (a) Estabfeshad DraEnege. An easement for the benefit of Owners and/or the
Master Association over the Covered Property for the flow of water over and through the estahlished
drainage of each Apartment Project and Separate Interast. "Estabtished drainage" is defined as the
drainage.which existed at the time the final grading of the Apartment Project or Separate tnterest was
originally completed. "Established dreinage" refars to 6oth surface drainage and su6surface drainege,
if any.
(b) Private Storm Drain Easemant Area. An easement for the benefit of Owners
and/or the Master Associstion on, over, through and across the Private Storm Drain Areas within the
Covered Property. Each Owner or the Master Association, as appiicable, shall have a� easement
appurtenant to his Separate Interest or Master Association Property for drainaga through and/or across
the Starm Drain Improvements within the Private Storm Drain Easement area that abuts such Separate
InteresY or Master Association Property to the extent necessary to drain through such Storm Drain
Improvements to a pu6lic straet or pu6lic storm drain easement area.
The Storm Drain Improvements shall not be used by the Qwner of the underlying fee interest
therein or by any Owner or the Master Associa2ion that has the right of use and enjoyment thereof in
a manner that will impede or hinder the use thereof for drainage purposas by 2he Owner thereof and
by any holder of an easement right granted in accordance with this Section. There shall be no drainage
over or through any Private Storm Drein Easement Area except through Storm Drain Improvements that
were installed and constructad by Declarant or the reconstruction or replacement tfiereof without the
prior written approval af the Owner of the property burdened with such Private Storm Drain Easement
Area unless the property burdened with a Private Storm 6rain Easement Area is subjact to a
Subassociation Declaretion, in which event any changes to the Storm Drain Improvements within such
Private Storm Drain Easement Area shall require tha approvai of the applica6le Subassociation.
• B.15 Subordination. Except as may be otherwise provided in the grant or dedication of an
easement, any easement con�eyed in favor of a public agency shall be prior and superior to all other
Peaeo ON Sol � .
L16/98 '32'
z3�ss4
� easements descri6ed herein, and any easement conveyed pursuant to the provisions of chis Article to
a utility company shall be prior and superior to aff other easements described herein except any
easement in favor of a public agency. The grantor and any grantee by acceptance of a conveysnce of
any easement described in this Master Declaraiion, whethar or nat so stated in such conveyance
document, agree that such easamen[ shall be subordinate to any such prior and superior easaments
and further agree to execute any document acknowledging such subordination that may be required
by the holder of any such prior easement.
ARTlCLE 9
USE RESTRICTIONS
9.1 In General. Each Apartment Praject and Saparate lnterest shall be held, used and
enjoyed subject to the following limitations and restrictions, subject to the exemptions of Declarant and
Participating Builders set forth herain. The Master Architecturai Committea may waive in whole or in
part any of [he foilowing limitatians and restrictions in at�ordance wi4h Article 7 above (captioned
"MASTER ARCHfTECTURAL COMMITTEE"] if tha strict application thereof could be unreasonably or
unduly harsh under the circumstances. Any such waiver or interpretation may be issued by the Master
Architectural Committee regardless of whether the party seeking the waiver is exempt from Articls
7 above [captioned "MASTER ARCHITECTURAL COMMITTEE"]. Any such interpretation or waiver of
the following provisions shall be in writing oc shall be containad in written Guidefines promuigated from
time to time by the Master Architectural Committee.
9.2 Residentiel Use. No Apartment Project or Separate Interest shall be used axcept for
reside�tial purposes; provided, however, Declarant and each Participating Builder shali hava the right
to use any Separate Interests owned or leased by them for model homes, sales offices, rental officas
� and similar uses until all Separete Irtteresxs have been sofd by Declarent and each Participating Builder.
Each Owner of sn Apartment Projeci shall have the right co continuousiy use portions of their project
as ieasing offices. Notfiing stated in this Section shall disallow a Separate Interest or apartment from
being used for such home businesses as may be allowed by applicable City zoning controls, permits
and regulations provided that such uses are otherwise in complianca with the provisions of this Master
Declaration.
9.3 Soler Panels Antertnae, Sateilite Oishes. Rooftop panels installed for the co4lection of
solar anergy for domestic hot water shall be permitted on roofs at locations that maximize the southerly
exposura for the coliection of sotar energy. Solar panels installed to serva recreational pools and spas
shali be permitted but shall not be located on any section of the roof surface or other portion of a
Separate Intarest or an Apartment Project which is viewab{e from a pubiic or private streat, unless
location elsewhere would significantiy increasa the cost of the system or signiticantty decrease its
efficiency.
No fines, wires, aMennae, satellits dish or other devices for the reception, communication or
transmission of electric current or power, inciudi�g telaphone, television and radio signals, shall be
canstructed, placed or maintained anywhere in or upon any Apartment Project or Separate interest
unless the same is contained in conduiis or cables constructed, placed or maintained underground or
is atherwise noi visibie to othar residents or to the public. Notwithstanding the toregoing, tha Board
shall not impose eny requiremsnt which precludes reception of an acceptable quality signal ftom, or
unreasonably delays, prevents or unreasonabty increases the costs of the installation, maintanance or
use of, a�y antenna that is designed ta receive direct broadcest satellite service, including direct-to-
home satallite sarvicas, that is ons meter (1m1 or less in diamater. ln additio�, the Board shall not
impose any requirements in violation of applicable law or regulations, including those promulgated by
• the Federal Communications Commission ("FCC") fram time to time. In this ragard, current FCC
regulations would prohibit any unreasonabfe interference with or burden upon an Owner's installation
nr maintenance of (i) an antenna that is designed to receiva video programming services via multipoint
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2 �3`�534
distributian services, including multichannel distribution services, instructional teievision fixed services
� and local multipoint distribution services and that is one meter or less in diameter or diagonal
measurament; or (ii) an antenna that is designed to receive television broadcast signals.
Nothing herein stated shall be deemed to forbid the installation and use of temporary power
ar telephone services or other improvements if incideni to ths construction of improvemenis approved
by the applicahle Master Architectural Committse.
The applicable Mastar Architactural Committee shall have jurisdiction to disapprove any outside
apparatus which it, in its sale discretion, determines will be unsightly from any other Apartment
Project, Separate Interest, open space or public or private streat.
9.4 M1lo Time-Share Proiacts. No Apartment Project ar Separate Interest shall be divided into
a time-share estate or time-share use as defined ifi C01ifO��iB BUSINESS AND PROPESSIONS COQE SBCtiOn
1 1003.5 without the prior written approvel of the Master Architecturaf Committee.
9.5 Si4�3. Na sign, poster, billboard, advertising device or other display of any kind sha(I
he displayed to the pubfic view except (i) such signs as may be used by Declarant and Par[icipating
Builders, Apartment Project Owners and their successors, in connection with the development of the
Covered Property and the sale or leasing of apartments or Separate Interests and fl one sign on each
Separats Interest advertising the same for sala or lease provided the sign is of customary and
reasonable dimensions. The right of any Participating Builders to display.any signs under this Section
shall be subject to the Participating Buiider obtaining the prior written consent of Dec�arant.
9.6 Animala. No animals of any kind shall be raised,bred or kept on the Covered Property,
except that a reasonable number af dogs, cats or other household pets may ba kept, provided that they
� are not kept, bred ar maintained for any commercial purpose, nor in violation of any other provision of
this Master Declaration. A"reasonable number" as usad in this Saction shall ordinarily include no more
than an aggregate of three (3} dogs and cats per household; provided, however, a reasonable number
in any instance may be more or less depending on whsther tha pets constitute a nuisance to other
Qwners. Animals belonging io Owners, occupants or their licensefls, tenants or inviteas within the
Covered Property must be eithar kept within an enclosure, an enclosed yard or on a lessh being held
by an individual capable of controlling the animal. Each Owner shall be liable to each and ail remaining
Owners, their families, guests, tenants and invitees, tor any unreasonable noise or damage to person
or property caused hy any animals brought or kept upo� the Properties bY the Owner or by members
af his or her farnily, his or her tenants or his or her guests; and it shall be the duty and responsibility
of each Owner to immediately clean up any waste from his or her animals.
9.7 Nuiaancea. Nothing shall be done on any Apartment Project or Separate Interest which
is or may become an annoyance or nuisance to the other Owners. For exampie, no extarnal speakers,
bells or horns shall be permitted ather then usual and customary burglar alarm systems. Each Owner
and Subassocistion, where applicable, shall taks appropriata steps to prevent the accidental tripping
of any alarm system which may ba installed on tha Owner's Apartment Project or 5eparate Interest or
controlied by the Subassociation respectively. Ordinary and usual techniquas of construction of
{mprovements parmitted hareunder shall not be deemad a nuisanca. Any violation of Section 9.6 above
(captioned "Anima(s"1 or ordinances or regulations of the City is hereby dedared to be a nuisance.
9,8 Drainaae. No Owner of a Separete Interest or Apartment Project will in any way
interfere with tha established drainage (as defined in Section 8.14 abovel of his or her Apartment
Project or Separete Interest from adjoining or other Apartmant Projects, Separate Interests. Master
Association Property or other property unless adaquate provisions have been made for proper drainage.
� Any Ownar who changes the drainage of his or her Apartment Project or Separata Interest shall be
responsibla for any damages which might result to the proper[y of such Owner, the property of the
Master Association or to the property of a�y third party. Each Owner will permit free access by other
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237594
affected Owners and by the Master Association to slopes and drainageways lacated on the Owner's
• Apartment Project or Separate Interest if such access becomes necessary for the maintenance or
permanent stabilization of siopes or maintenance of the drainage system or facilities which benefit
other portions of the Propertigs.
9.9 No Hazardoua AcUvities. No acti�ities shall be conducted on any portion of the Covered
Praperty, and no Improvements shail be constructed on any Rpartment Project ar Separate Interest
which are or might 6e unsafe or hazardous to any person or property. Reasonable and customary
construction activities by Declarant, any Participating Builder or any Owner shall not be deemed to
constitute hazardous activities.
9.10 Unsit�htiv Articlea. No unsightly articles shall be parmitted to remain on any Apartment
Project or Separate Interest so as to be visible from any other portion of the Properties. Without limiting
the generality of the foregoing, all refuse, garbage and tresh shail be kept from pu6lic view at all times.
Trash for pick up shall be placad in covered, sanitary containers of good condition and such container
shail be placed in public view no earlier than ehe evenine�before pick uRand shall be removed from
public view on the day of pick up. No clotheslines shall he installed on any Apartment Project or
Separata Interest in such a mannet as to be within public view. No clothing or household fabrics shatl
be hung, dried or aired outside any Separeta Interest or Apartment Project and no lumber, grass, shrub
or tree dipping or plant waste, metals, bulk materials or scrap or refuse or trash shall be kept, stored
or ailowed to accumulate on any Apartment Project or Separate Interest, except wi[hin an enclosed
structure or otherwise appropriateiy screened from public view.
9.1 1 No Temoorarv Structures. No tent, shack or other temporary bui(ding, Improvement or
structure shall be placed upon any partion ot any Phase except with the approval of the Master
Architectural Committee. This SAction shall not apply to temporary structures which are reasonable and
• customary to facifitate construction activities on any Apartment Project or Separate Interest.
9.12 Garaaes: Vehicu(ar Restrictiona. Except for model homes and sales or leasing offices
used by Declarant or Participating Builders, no Owner shall convert his or her garage to any use which
prevents its use for vehicular parking of tha num6er of automotive vehicles owned by the Owner.
No dune 6uggy, hoat, trailer, recreational vehicle, mobile home, motor home, van which weighs
more than 10,000 pounds, camper shell whether detached from a vehicle or mounted on a vehicle, nor
truck which {�) weighs more than 70,000 pounds or �ii) has a mounted camper shell which protrudes
from tha truck from eithar side or from beyond the rear gate or above tha cab ceiling, shall be parked
anywhere 'rn the Coverad Property except outside of pu6lic view unless the Master Architecturei
Committee rules otherwise. Commercial vehicles shall be permitted w'rthin the Covered Property within
garages and for construction purposes, for purposes of making deliveries and similar purposes.
No dismantied or wrecked vahicle or equipment shalf ba parked, stored or deposited in the
Covered Property within public view and no vehicle shall be repaired in che Covered Property except
within a completely enclosad structure located on a Separate interest which completely scraens the
sight and sound of such activity trom streets, Master Association Property and neighboring Separete
Interests. No noisy or smoky vehicles or off-road unticensed vehides shall be operated within the
Cavered Praperty.
The Board may adopt rules for the regulation of the admission and parking of vehicles within
the Covered Property, including the assassment of penaltias against Owners who violata, or whose
family, guests, empfoyses, tenants or agents violate, such rules.
. No Qwner shall park his or her vehicle in any area where parking is disallowed by the City.
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2 3�534
9.13 Restrictiona on Drillina Overations. No oil driiling, oil development operations, oil
• refining, quarrying, or mining operations of any kind shafl be permitted upon or in the Covered Property
nar, su6sequent to the recording of this Master Dec�aration, sha{I oil wefls, tanks, tunnels, or mineral
excavations or shafts be installed up�n the surfece of the Cavered Property or within five hundred
(5001 feet beiow the surface of such properties. No derrick or other structure designed for use in 6oring
for water, oii ar natural gas shail be erected, maintained or parmitted upon the Covered Property.
9.14 Window Coven. Curtains, drapes, shutters or blinds may be installed as window covers.
No window shall be covered with aluminum foil, newspapers or other material not designed for use as
a window cover.
9.15 Leases. Any agreement for the leasing or rental of a Separate Interest shall pravide that
the lease shall be subject in all respects to the provisions of this Master Declaration and the Bylaws,
and that any failure by the lessee to comply with the terms of ths foregoing documents shali be a
defauit under the lease. The Owner of any Separate Interest that is leased shall be responsible for
assuring compliance by the Iessee with this Master Declarasion. No Sepacate interest shall be leased
for transient or hotel purposes ti.e., any rental far less than thirty �30) days or any rantal where the
occupants of the Separeta Interest are provided any hotel services such as room service, maid service,
or laundry service.
9.1 B Basketball and Soorts Courts. Because of ths potential annoyance to occupants of
adjacent property, no basketball or other sports courts shall be established or usad in front-yard areas
unless approved by the 8oard, and only then in accordance with conditions established by the Board.
9.17 Ownen ResoonsiWe for Damaae. Bhould any Owner or such Owner's employees,
agents or coniractors cause any damage to sidewalks, curbs or other City property or rights of way,
� or to any Master Association Property, such Owner shall immediately and fully repair such damage at
the Qwner's expense. In the event such damage is repaired by the City, the Master Association, Declar-
ant or any Participating Builder, the Qwner shall immediatefy reimburse such party for the full costs of
repair.
9.18 Owners Mav Not Chanqe Mastsr Associatfon Prooertv. No Owner shail have any right
whatsoever to make any changs or improvement to the Master Association Property and no Owner
shall cause any damage to the Master Association Property. Each Owner shall be liable to the Master
Association and the other Owners tor any damage to any of the Master Association Property that may
be sustained by reason of the negligenca of that Owner, that Owner's family members, contract
purcnasers, tenants, guests, or invitees.
9.19 Bum'n . There shall be no exterior fires whatsoever except bar6ecue fires and fire pits
located only upon the Owner's Apartment Project or Separate Irtterest and eontained within receptacles
designed for such purpose. Otherwise, outside fires are not permitted unless prior written approval is
givan by the Mastar Association and such Owner acts in compliance with all Iocal governmental fire
safety and permit regulations. No Owner shall permit any condition to exist on his or her Apartment
Praject or Separste Intarast, including, without limitation, trash piles or weeds, which creates a fire
hazard or is in violation of local tire regulations and fuel modification and brush management requira-
ments.
9.20 Tranafer of Title Discloaurea. An Owner shafl comply with the provisions of Section
1368 of the California Civi� CooE which until amended to provide otherwise provides that an Owner
shall, as soon as practicabie before trensfer of title to a Sepsrate Intarest or execution of a real
property sales contract therefor (defined in Section 2985 of the California Civi� CooE to mean an
• agreament wherein one party agrees to convey titla to real property to another party upon the
satisfaction of specified conditions set forth in the contract which does not require conveyanca of title
within one (1) year f�om the date of formation of the contractl, provide the prospective purchaser with
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z 37534
a copy of the Articles, Bylaws and this Master peclaration. In addition, if any of the management
• documents shall hava 6een amanded to contain a resiriction limiting the occupancy, residency, or use
of a residence on the basis ot age in a manner different from that provided in Catitornia CIVII. CODE
Section 51.3 partaining to senior citizens housing restrictians, the Owner shail provide a statement that
the restriction is only enforceahie to the extent permitted by that Section 51.3 and a statement
specifying the applicable provisions thareof.
In addition, each Owner shall provide a true statement in writing from an authorized
representative of the Master Association as to the amount of any Assessments levied upon the
Owner`s Separete interest which are unpeid on the date of the statement. The statement shall aiso
include true information on Allowable Charges which, as of the data ot ths statement, are or may be
mada a lisn upon the Owner's Separate Interest pursuant to [his Master Dedaratian.
9.21 Fences and Wails on Stooes, Owners shall not be permitted to canstruct any fences or
walis upon an� pottion af a slope being maintained by the Master Associa2ian.
.� . .
9.22 Perimeter Walis. The Perimeter Walis shall not be removed, reconstructed or modified
as to structure, finish or color without the prior written consent of the applicable Master Architectural
Committee. Each Owner shall repair or reconstruct that portion of any damaged or destroyed Perimeter
Wall that is contiguous ta his Separata Interest to a condition approved by the Master Architectural
Committee.
9.23 Subassocistion Use Restrictfons. Nothing herein shall prevent a Subassociation from
adopting use restrictions for its portion of the Covered Property which are rnore restrictive than those
set torth herein, pravidad that such restrictions shall in no way modify the provisions hereof.
• 9.24 Post Tension SIa6s. Some or all of the buiiding structures within the Covsred Propsrty
may be constructed using post tension concrete slabs (r.e., concrete sla6s that contain a grid of steel
cables under high tension�. If any structure has bea� constructed using post tension slabs, [he Owner
of the applicable Separate InteresT, by acceptance of a deed thereto, acknowledges that any
modification or alteration of the concrete sla6 floors cauid damage the integrity of the post tension
slabs and could cause serioue personal injury or property damage. Such Owner turther agrees to hold
Declarant, its officers, agents and emp{oyees, free from liability from ali damages, costs or expenses
incurred by reason of injury to property or injury to persons caused by such post tension slabs or any
modification or alteretion thereof.
9.25 No Discharae irtto Streeta ot Stortn Dreins. No toxic chemicafs or hydrocarbon
compounds sucfi as gasoline, motor oii, antifreeze, solvents, paints, paint thinners, wood preservatives
and other such fluids shall be discharged into any street or drive, pubfic or private, or into arty storm
drain or storm water conveyance systems. Use and disposal of pesticides, fungicides, herbicides,
insecticides, fertilizers and other such chemical treatments must, as prescribed in their respective
containers, meet Federal, State and County requirements.
9.26 6cempdon tor Construction and Salea Activit3es. The development, construction,
marketing and sales activities of Declarant and each Participating Buiider are exempt from the
covenants, restrictions and limitations set forth in this Article. None of the covenants, restrictions and
fimitations set torth in this Articie or elsewhere in this Master Declaration shall ba appliad to the
development, construction, marketing or sales activities of Declarant or any Participating Builder or
construed in such a manner as to prevent or limit development, construction, marketing or sales
activities by Declarant or any Participating Buiider.
•
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ARTICIE t0
• ANNEXQTlON
iQ.1 Ev Msater Assoeistion. Additio�ai real praperty may be annexed to the Covered
Property and this Master Qeclaration upon the vote or writien assent af two-thirds ('h) of the voting
power of Members of tha Master Association, excluding the vote of Declarant. Upon such approval,
the owner of the property wishing it to be annexed may file of record a Supplementary Oaclaration
which shaft extend the scfieme of this Master Declaration to such property. Such vote may be
exercised hy the Delegatea.
10.2 Bv Declarant. Additional land within the Properties may be annexed to the Coverad
Property as Apartment Projects, Separate Interests and tvtaster Association Property and other areas
subject to the jurisdiction of the Master Association by Declarant without the consent of Members of
che Master Association or the Board at any time and from [ima to tima. However, Declarant shaU have
no obligation to annex any portion of the Properties and an�azations may occur in any ordsr. The
following re4uirements shall apply to annexations of addit�3nal land made-pursuani to this Section:
(a) Each Supplementary Declaration shall describe the property to 6a annexed by
such instrument.
(b) The annaxation must take placa within seven �71 years after the most recent
commencement of the Master Association's Ragular Assessments against a Phase wichin che Covered �
Property.
(c) The Supplemantary Deckaration with respect to Separate Interests bainq
annexed must r:ot change the provisions of this Master Declaration or the Bylaws regarding attocation
� of kssessmencs, the effective data of such allocations, usa rights or easemants to the Master
Association Property or voting rights.
10.3 Deannezation. Declarant shall have the right to deannex any Annezed Property in whole
or part or to deannex any Apartment Project by ezecuting and recorQing a Notice of Deannexation,
subject to the following conditions: (i) the Master Association's Regular Assessments shal! not have
commenced against the Annexed Proparty or the Apartment Project, respactively; fii) neither Oeclarent
nor a Participating Builder shall have exercised any membership vote with respect io any portion of the
Annexed Property to be deannexed; and (iiil no Separete Interests shalf have been conveyed in the
Phase to be deannexed to a� Owner other than a Participating Builder. For purposes of this Section,
Regular Assessments will be deemed to have commenced agsinst only [hose partions of any Qnnexed
Property that ara i�cluded within a Phase as to which Regular Assessments have commenced.
10.4 Additionet ReatricUons. The Supplementary Dedaretions by which additiona! portions
of the Propetties are annexed hereto may atso set forth supplemental covenants and restrictions
covering the portions of the Properties being so annexed. A Suppiementary DeclareUOn may annex any
portion of the Properties. Each Suppiamentary Declaration shall be exetuted by Declarant.
10.5 VQ. Any annexation pursuant to this Section shell ba in su6stantial accord with the
general plan of annexation which may have been submitted to and approved by the VA, as reasonably
determined by the VA and any such dean�exation shell be subjsct m the rsasonable approval by the
V A.
10,8 D4�I�ranCs CQnaant Reoufred Por Amendment. This Artide �other than Section 10.1
above [captioned "By Master Association") sha�i �ot be amended without Declarant's prior written
. consent.
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23��34
AATICLE 11
• INSURANCE AND CONDEMNATION
11.1 tnsurance.
(a) Genersl Liability Inaurance. The Mastar Association shafl o6xain a
comprehensive general liability and property damage insurance policy insuring the Master Association
and the Owners against liabifity incident to ownership or use of the Master Association Proparty. Tha
limits of such insurance shail nat be less ihan 53,000,000 covering all claims for death, personal injury
and property damage arising out of a single occurrenca.
(b� Officers And airecton. Section 1365.7 of the Califomia Ctva Cooe provides
for a partial fimitation on the liahility of volunteer officers and diractors of the Master Association who
reside in a Separete interest, provided thet certain requirements, as set forth in the Code section, are
satisfied. The requirements include that general liability.�:^,surance and-insurance covering individual
Iiabifity of officers and directors for negligent acts or omissions be carried by the Master Association
in specified amounts. The Master Association shall maintain tha insurance which sacisfies the require-
ments of the Code to Iimit the liability of volunteer officers and directors of the Master Association.
(c) Fdeftty Bcnd. The Master Association shall maintain a fidefity bond in an
amount equai to at least tha estimated maximum amount of funds, including reserves, in custody of
the Master Association or its management agent at any given time; provided, however, the fidality
bond shall not be Iess than a sum equai to three (31 months' aggregate regular Assessments on all
Separate Interests and Apartment Projects subject to Assessments, including resarve funds. The fidelity
bond shall name the Master Associatio� as obligee and insure against loss by reason of ihe acts of the
• Board, officers and employees af the Master Association, and any management agent and its employ-
ees, whether or not such pereons are compensated for their services.
{d) Master Association Property Insurance. The Master Association shall obtain
the foqowing fire i�surance covering the Master Association Property if and when a buiiding wi[h a
repfacement value of 510,000 or more, in 1997 dollsrs, becomes Iocated on the Master Association
Property. A master fire insurance policy with glass coverage and extended coverage endorsement for
100% of the current replacement cost of all of the Master Association Property buildings, excluding
land, foundations, excavations and other items that are usually exciuded from insurance coverage. The
maximum deductible amount shall be ths lesser of 510,000 or 1% of the policy face amount. Any
proceeds from such insurance shall be payabie to the Master Association for the benefit of the Owners
and their Mortgagees.
te) lf Coverage Not Qvaitable. If in any event any insurance policy, or
endorsement thereaf, required by this Article is for any reason not reasonably available, then the Master
Association shatl obtain such other or substitute policy or endorsement as may be avsilable which
provides, as nearfy as possible, the coverage described atove. The Board shall notify the Owners of
any material adverse changas in the Mastar Association's insurance coverage.
(f} Copiea of Poiiciea; Provfsions. Copies of all such insurance policies (or certifi-
cates thereof showing tha premiums thereon to have been paid) shall be retained by the Master
Association and open for inspection hy Owners at any reasonabte timelsl.
{g� Annua! lnsuranca Review. The Board sha0 review the insurence carried by the
Master Associatian at least annually, for the purpose of determining the amount of the insurance
� referred to in this Article. The Board may o6tain a currant appraisal of the full replacemant value of any
improvements owned by the Master Association, without deduction for depreciation, by a qualified
appraiser, prior to each annual review. Notwithstanding the requirement for annuaE review, the
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237594
insurance policies carried by the Master Association shatl, to the extent possible, provide for automatic
� adjustments of coverage levals to reflect the changes in costs resulting from inflation.
(h) NoUCe Rsquired: Weiver of Subrogation. All insurance policies shall provide
that chey shall not be cancelfable hy the insurer without first givi�g at least ten (101 days' prior notice
in writing to the Mastar Association and the servicer of each First Mortgage which requests such
notice, and shall cantain a waiver of subrogation by the insurers against the Master Association, Board
and Owners.
(i) Loan Purchaser Requirements. The Master Assaciation shail continuously
maintain in effect casualty and Iiabiiity insurance and a fidefity bond meating the insurance and fidelity
bond requirements, if any, applicahle ta the Covered Property, as establishad by FHA, VA, FNMA,
GNMA or FHLMC so Iong as any of the foregoing agencies is a Mortgagee or Owner at a Separate
Interest within the Covered Property, except to the extent such coverage is not available or has been
waived in writing by FHA, VA, FNMA, GNMA and fHLMC, as applicable.
-y- -
Q} AddiUonal Insurance. The Mastar Associatian may obtain such additional
insurance coverege as its Board deems appropriate.
(k) Ownero' Insurance. It is not intended ihat the Master Association insurance
policies cover any Separate Interest or Apartment Project and each Owner is responsible to obtain his
or her own casualty and general lia6ility insuranca covering his or her Separate interest or Apartment
Project. Each Owner shatl obtain and maintain, at his or her own expensa, fire insurance coveregs as
may be required by the Owner's institutionai Mortgagee or, if no institutional Mortgage encumbers the
Separate Interest or Apartment Project, fire insurance in an amount not less than the replacement cost
of the structure.
� 1 1.2 Candamnetion. In the event the Mastar Association Property or any portion thereof shafl
be taken for public purposes by condemnation as a resuit of any action or proceeding in eminent
domain, or shall be transferred in lieu of condsmnation to any authority entitled to exercise the power
of eminent domain, then the award or consideration for such taking ar transfer shall 6e paid to and
belong to the Master Association.
ARTlCLE 72
DESTRUCTION Of IM1APFTOVEMENTS
12.1 Definitiona. The fotlowing tarms usad in this Article 12 shall mean as fotlows:
(aF "Insured Improvements' shafl mesn the Improvaments on the Covered
Property insured under the fire and casualty insurence policy maintained by the Master Association.
{b) "Affected Common Facitity' shall mean a partially or totally destroyed Insured
�mprovemenL.
(c} 'Acceptable Range of Reconstructian Cou" shall mean that the insurance
proceeds paid for an Affected Cornmon Facility and tha deductible amount designatad in the fire and
casualty insurence poficy maintained by the Master Association equal at least ninety parcent (90%) of
the estimated cost to repair, replace or reconsuuct such Affected Common Facility.
(d) "Subatan6� Deairuction' shall mean a destruction af Insurad Improvements
� representing at least seventy-five percent 175%) of the current replacement cost value of all insured
Improvements upon the Covered Propem/.
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L1490
23 �594
12.2 Board Action. In the event any Insured (mprovements are damaged, the Baard shall take
the foibwing action:
• ta! Detertnination of Accepta6le Range of Reconstr,�c�c,n Caat. The Board shall
ascertain the cnst of repair, repfacement or reconstruction by obtaining fixed price bids from at least
two (2) reputable contractors, which bids shall induds the obligation of the contractor to obtain a
performance bond, if tha Board deems that such 6ids are necessary or appropriate. The 8oard shali
further have full authority to negotiate with representatives of the insurer and to make settlement with
the insurer for less than fufl insurance coverage on the damage. Any settlement made by the Board in
good faith shall be binding upon all Owners with the exception of the VA, After the settlement has
bee� approved by the 8oard, any two �21 directors of the Master Association may sign a loss claim
form and release form in connection with the settlemant of a Ioss cfaim.
(b) Notice of Special Assessments for Reconstruction. The Board shall prompily
cause notice to be delivered to all Owners if, during the process of determining the Accepta6le Range
of Reconstruction Cost, it appears likely that the repair, reolacement or reconstruction of a partially or
totally destroyed Insured improvement will iesult in the levying of Special Assessmenxs. Such notice
shall spacify the estimated amount of any such Special Assessment.
(c) Vote o! Members. The 8oard shall cali a special meeting or shafl distribute
written ballots ta the Owners for actian to be taken without a meeting to determine whethar not to
proceed with the repair, replacement or reconstruction of partialfy or totally destroyed Insured �
Improvema�ts upo� the happening of any one of the following events:
fl A Substantial Destruction;
(ii) A determination that tha requiremants of the Accepta6le Range of
� Reconstruction Cost have not been met;
(iii� Receipt of a written request of Qwners representing at least five percent
(5%) of the total voting power of the Owners requesting such action; or
(ivl Failure or inability to make a determination as to the Acceptable Range
of Reconstruction Cost within sixty (60) days of the date of the destruction.
12.3 Reconstruction. The repair, repiacament or reeonstructian shali commence as soon as
practicable foliowing eithar of the fo�lowing events:
(a) A detertnination that the requiramants of the Acceptable Range of
Reconstruction Cost have been met, except that if Special Assessments must be levied, such work
shall not commence untii ten (10) days have elapsed following the delivery of the notice of the Special
Assessmant to all Owners required to pay Speciai Assessments. The notice of estimated Special
Assessment required to be defiverad to each such Owner as hereinabove provided in this Article shail
satisfy this condition if the actual amount of the Special Assessment does not exceed the estimated
amount set forth in the said notice; or
(b) approval of such actio� by not less than thirtyfour percent (34%) of the
voting power of 2he Qwners other than Declarent.
12.4 Proceeda ot inauronce. All insurance procesds shall be paid to the Mastar Association
to be used for the benefit of Owners, Mortgagees and others as [heir respective interests shall appear.
In tha event any portion of tha insurance proceeds were Paid to a Mortgagee, an amount equal to tha
• emount paid to such Mortgagee shall be paid to ths Board by the Owners. In the event any Owner fails
to pay such amount within thirty �30) days of a written demand therefor by the Master Associatian,
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237594
the Board may levy a Specia( G.ssessment against such Owner and his Separate Interest or Apartment
• Project for such amount.
1 Z.5 Soecisl Aasessmants for Reconstrucfion. if necessary, the 9oard shail levy a Special
Assessment against the dwners at such time and in such amount determined necessary to cover the
costs ot repeir, repiacement or reconstruction in excess of insurance proceeds.
12.6 Comollance With Plans. Any reconstruction undertakan pursuant to this Article shall
substantially conform to the original plans and specifications unless other action is approved by a
majority of 2he voting power of the Master Association.
12.7 Determination of Aliocable Proceeds. The amount of insurance proceeds "allocated" or
"allocable" to an Affected Common Facility shall be determined pursua�t to this Section as follows:
(a1 In the event the insurance carrier albcates insurence proceeds among
Affected Common Facilities and such allocation is approve�by tha 8oard, such allocation shall be final
and binding upon the Owners and Mortgagees.
(b1 In the evertt the insurance carrier fails to ailocate the insurance proceeds, such
aIlocation shall be determined by multiplying the amount of insurance p�oceads available for distribution
by a fraction, the denominator of which is the total decrease of M.A.1. appraisad fair market value ot
ail of the Affected Common Facilities and the numerator of which is the decrease of M.A.I. appraised
fair market value of each such Affected Common Facility. Ths appraised values shall be determined
by an M.A.I. appraiser selected by the Board. Such allocation shall be finel and binding on the Owners,
the Mortgagees and the Master Association.
• 1 Z.B Distribu!iort of Irtsurance Peoceeda. In the event there has been a decision not to repair,
replece or reconstruct any partially or totally destroyed Insured Improvements, the Board shall retain
the insurance proceeds allocated to each Affected Common Fecility in the ga�erai funds of the Master
Association subjact to the prior rights of all Mortgagees holding Mortgages encumbering the particular
Affected Common Facility for which such insurance proceeds have been allocated.
Allocable proceeds paid to Mortgagees shafl be paid in the order of their recorded priority on such
Affected Common Facility.
12.9 Pavment of Mortqaaeea. Any insuranca proceeds paid to a Mortgagee pursuent to this
Article shall be paid in the amount required by such Mortgagee, but not to exceed (i) the outstanding
indebtedness secured by said mortgaga, or lii) the insurance proceeds allocated to such Affected
Common Facifity as hereinabove provided in this Article, whichever is less.
ARTICLE 13
RIGHTS OF LENDERS
13.1 Pavments of Tanes or Premiuma bv Fint MoRqaqaes. First Mortgagees may, jointly or
severelly, pay taxas or other charges which ara in default and which may or have become a charge
against the Master Association Property, unless such taxes or charges ara separetely assessed against
the Owners, in which csse, the rights of First Mortgagees shall be governed by the provisions of thair
deeds of trust. First Mortgagees may, jointly ar severally, also pay overdue premiums on casuafty
insurence policies, or secure new casualty insurance coverege on the lapse of a policy for the Master
Association Property, and First Mortgagees making such payments shall bs owed immediate raim-
• bursement thereof from the Master Association. Entitlement to such reimbursement shall be rafiected
in an agreement in favor of any First Mortgagee who requests the same to be executed by the Master
Association.
Psseo DtlSW -
v�aise '4z'
237534
• 13.2 Prioritv af lien of Mortaaae. No breach of the covenants, restrictions or limiiations
herein contained shall affect, impair, deteat ar rander invalid the lian or charge of any First Mortgage
made in good faith and for value encumbering any Apartment Project or Separate Interest, but atl of
said covenants, restrictions and limitations shal� be binding upon and effective against any Owner
whosa title is derived through foreclasure or trustee's sale, or otherwise, with respsct to a Apartme�t
Project or Separete interest.
13.3 Curina Defautts. A Mortgagee who acquires title by judicial foreclosure. deed in lieu of
foreclosura or trustee'S sale shall not be obiigated to cura any breach of the provisions of this Master
Declaration which is non-cureble or of a type which is not practical or feasible ta cure. The
determination of the Board made in good faith as to whether a breach is non-curable or not feasible
to cure shall be final and binding on ail Mortgagees.
13.4 A�nroval of Eliaib(e Martqaas Holdera. Except as provided 6y statute, unless at least
siuty-seven percent 167%1 of the Eligible Morcgage Nol�k;s (based on ane vote for each Separate
Interest and one-half of one vote far each separate apartmeni unit in an Apartment Project encumbered
by the First Mortgage) have given their prior written approval or unless Delegates holding at least sixty-
seven percent (67%) of the Class A voiing power have given their prior written approval, the Master
Association shall not be entitled to do any of the folfowing by act or omission:
fa) Seek to abandon or terminate the project.
(b1 Change the pro rata interest or obfigations of any Separate Interest in order
to levy Assessments or chargas, aliocate distribution of hazard insurance proceeds or condemnation
awards or determine the pro rata share of ownership in the Master Association Property. This
• Subsaction does not apply to annexations of additional portions of the Properties pursuant to this
Master Declaration.
(c) Partition or re-subdivide a Separate Interest or Apartment Project which has
been encumbered try a Mortgage held by an Eligible Mortgage Hofder.
(d) Seek to abandon, partition, subdivide, encumber, sell or transfer Master
Association Property which consists of recreation areas Ithis requiremant does not apply to areas which
are Master Association Property aniy for maintenance purposes). Reasonable boundary adjustments
and granting of easements for public utilities or other public purposes consistent with the intended use
of the Master Associatian Properry is not a transfer within the meaning of this Su6section.
(e1 Use hazard insurance proceeds for Iosses to any portion of the Covered
Property (whether Separate interests or Master Association Property) for other than 2he repair,
replacement or reconstruction of the same.
13.5 Termirtation of Leael Status. Except as provided by statute, any action to terminate the
legal status of the project after substantial destruction or condemnation occurs must be agreed to by
at least fifty-one percent (51 %) of the Eligibie Mortgage Holders (based on one vota for each Separate
Interest and one-half of one vote for each separete apartment unit in an Apartment Projact encumbered
by the First Mortgage) and Delegates and others holding at least sixty-seven percent (67%) of tha total
voting powsr of the Master Association. Termination of the legai status of the project tor reasons other
than substantial destruction or condemnation of the project must be agreed to by at least sixty-seven
percent (67%1 of the Efigible Mortgage Holders (based on one vote for each Separate Interest and one-
half of ane vote for each saparate apartment unit in an Apartmant Projact encumbered by the First
• Mortgagal. Any First Mortgagee shail be deamed to have agreed to such termination if such Rrst
Morcgagea fails to submit a written responsa to any written proposal for termination within thirty (30{
Gaseo �d Sd -43-
Z/i M98
43���4
• days after such First Mortgagee receives proper notice of the proposal, provided the notice was
delivered by certitied or registered mail, with a"return receipt" requested.
13.H Reatoration of Master Association Prnoern. Any restoration or repair of any Master
Association Property after partiai candemnation or damage due to an insurable event shall be performed
substantially in accordance with this Master Declaration and original plans and specifications unless
other action is approved by at least sixty-seven percent (67%} of the voting power of tha Master
Association and Eligible Mortgage kolders of Mortgages on at least fifty-one percent �51 %) of the
Separate tnterests and units in Apartment Projects then subject to Assessment by the Master
Association.(with ona vote attributable To each Separate interest and one-half of one vote attributable
to each apartment unit in an Apartment Project) and which are su6ject to Mortgsges held by Eiigibfe
Mortgage Holders.
13.7 Profeasionai Manaaement. Declarent shall have the right to require the Master
Association to obtain the services of a professional property manager to assist in the discharge of the
Master Associatian's duties. Furthermore, when professio��v1 managemert has been previousfy required
by either Declarent or any Efigible Mortgage Holder, whether such entity became an Eligibie Mortgage
Holder at that time or later, any decision to esta6lish self-management by the Master Association shall
require tha prior consent of at least sizty-seven percent (67%) of the voting powar of the Master
Association and the approva� of Eligibfe Mortgage Holders of Mortgages on Separate Interests who
represent at least fifty-one percent (51 %) of the votas of Separate Intarests which ara subject to
Mortgagas heid by Eligible Mortgage Holders. The tarm of any agreement for professional management
shall riot exceed one (1) year and any agreement for professional management or any other contract
providing for services by Declarant must provide for termination by either party without cause or
payment of a termination fee upon ninety (90! days or fewer written notice.
• 13.8 Plotice to Eiiaible Mortaaaees. Upon written request to the Master Association
identifying the name and address of the hoider and the Separate Interest number or address, any
E(igible Mortgage Holder will be entitled to timely written notice of:
(a? Any condemnation loss or a�y casualry loss which affects a material portion
of the project or any Separate Interest or Apartment Projact on which there is a First Mortgage held
by such Eligibla Mortgage Holder.
(b) Any default in the performance by an Owner subject to a First Mortgage held
by such Eligible Mortgage Holder of any obligation under this Master Declaration, the Bylaws or the
rules and regulatiorts ot the Board, inciuding any delinquency in the payment of Assessments or
charges owed by an Owner, which ramains uncured for a period of sixty �60) days.
!c) Any lapse, cancallation or materiel modification of any insurance policy or
fidefity bond maintained by the Master Association.
(d) Any praposed action which wouid require the consent of a specified
percentage of Eligible Mortgage Holders as specified ahove.
13.9 Documenta to be Available. The Mastar Association shall, within ten (1O) days after
defivery of a written request and for a fee which does not exceed its reasonable cost to prepare and
reproduce the items, maka availabla to Owners and Mortgageas, and holders, insurers or guarentors
of any First Mortgage, current copies of this Master Declaration, the Bylaws, Articles, rules and
' regulations concerning the project and the books, records and financial statements of the Master
Association. The Master Assxiation shall also make such items available to prospective purchasers.
• "Available" means available for inspection, upon requast, during normal business hours or under other
reasonable circumstances. Any Eligible Mortgage Holder or Eligible Insurer or Guarantor shall be entitled
to have an audited tinancial statement far the immediataly preceding fiscal year prepared after
Peseo DN Sol
vtase -44-
2 :37594
submissio� of a written request for the same. However, shoWd such request be made by an Efigible
� Mortgage Holder whose Mortgage ancumbers an Apartment Project, the audited financial statement,
if not otherwise available, shall be at the expense of the Eligible Mortgage Holder. Any such financial
statement so requested shafl be furnished within 120 days of the Master Association's fiscal year end
provided the request was made within a reasonable time prior to such date.
13.70 Confticta. In the event of any canflict between any of the provisions of this Article and
any of the othar provisions of this Master Declaration, the provisions of this Article shail control.
ARTICLE t4
RIGHTS OF CITY
14.1 Aooroval. The obligations imposed upon the Master Association and the Members and
the rights of the City contained in this Article are conditions of approval of the development of Paseo
del Sol by the City. In the event any of the provisions of t�'_: Articla con,'tiet with any other provisions
of tha Master 6eclaration or the Bylaws, the provisions of this Article shall control, and in the event
any of the provisions of this Master Declaration confiict with any provisions of the land use
entitlements of the City applicable to the Coverad Property, the terms and conditions of the Iand usa
entitlements shall control,
14.2 Convevance of TCSD Prooertv. Subject to the approval of the City, the Board may
dedicate and convey to the City on behalf of the Master Association, without the payment of any
consideretion therefor, any Master Association Property that is within the TCSD and which is a
landscape or slope area within or directfy adjoining a pubfic right of way, which property shall thereafter
be managed and maintained try tha City. In additian, the Mastar Association shall unconditionaily
� accept `rom the City, upan the demand of the City, titie ta ali ar any partion of the Covered Property
within 2he TCSD previousfy owned and being maintained by the City under a progrem established by
the City for that purpose. Any decision to requira xhe Master Assaciation to accept title and assume
the maintenance of such property shall be made at the sole discration af the City.
14.3 QblFaation io Maintain. The Master Association shall manage and continuously maintain
the Master Association Property as provided Section 5.1 above [captioned "Areas to be Maintained"]
and shali nat sell or transfer any portion of the Master Association Property without the prior written
consent of the appropriate pubiic officiai of the City.
14.4 Amendment and Terminat#on. Notwithstanding any other provision of the Master
Declaration or the Bylaws, the prior written consent of the appropriate public official of the Cicy shail
be required (i1 for any tarminatio� or suhstantial amandment to this Mastar Declaration, and (ii) tor the
deannexatian of any property from the coverage of this Master Declsration pursuant ta Section 10.3
a6ove [captioned "Deannexation"] except the deannexation of any proparty as may be necessary or
desirable to conform the Separate fnterests encumbered by this Master Declaration to che Separaie
Interests that are within a Phase that has been approved by the DRE in accordance with an appiicaiion
for a Final Subdivision Pubfic Report for annexation to this Master Deciaration or any other declaration
of covenants, conditions and restrictions which has besn approved by the City, provided that such
deannexation and the annaxation are accompfished by the ssme document or by separate documents
recording concurrantfy. A proposed amendment wili 6e daemed "substential' if it affacts the extent,
usage or maintenance of property owned and maintainad by the Master Associatian or changes any
pravision of this Article 14 (captioned "RIGHTS OF CITY"].
T 4.5 Limited Scooe of Ciri Review. Dedarent acknowfedges that the City has reviewed the
• provisions of this Master Declaratlon and that the City's review is limited to a determination of whather
the proposed Master Declaration properly implements the requirements of the conditions of approval
for ths Covered Property. The City's consant to this Master Declsration does not contain or imply any
vn,.a or sa
Z/16/98 "45'
Water Quality Management Plan (WQMP)
Paseo del Sol
� Appendix H
PHASE 1 ENVIRONMENTAL SITE ASSESSMENT — SUMMARY OF SITE REMEDIATION
CONDUCTED AND USE RESTRICTIONS
NOT CONDUCTED FOR THIS PROJECT
�
�
Water Quality Management Plan (WQMP)
Paseo del Sol
•
Appendix I
FEDERAL/STATE AGENCY APPROVALS
Copy of 404 Permit Certification
Glen Lukos Letter to ACOE
•
•
t
�O�¢ 3g
, �/o�—
/ DEPARTMENT OF THE ARMY
• %� �`�°�� LOS ANGELES �ISTRICT, CORPS OF ENGINEEFiS -
.�� P.O BOX 532771
LOS ANGELES, CALIFORNIA 90053-2325
REPLY TO January 27, 1998 +
AITENTION OF. �
Office oi the Chief
Regulatory Branch
Glenn Lukos Associates, Inc.
AttN; Greg Prettyman
23441 South Pointe Drive, Suite 150
Laguna Beach, California 92653
n�ar Mr. Prettvman:
Enclosed you will find a signed copy of ,"your Department of the Army Permit (File #
97-00275-SDM). Please retain this copy for your files. '
Thank you for participating in our regulatory program. If you have any questions,
please contact Spencer D. MacNeil at (213) 452-3415.
• Sincerely,
.��r � � Z,�.-Y � c I��l,ti�
' Richard J. S bel
Chief, Regula ry Branch
Enclosure(s)
•
,--�-,` �
;�i' ;: � 0
'_�' :g;,
� � � ��'� LOS ANGELES DISTRLCT
U.S. AIZIvI � CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY PERMIT
Permittee: Newland Associates, Inc.
Permit Number: 9%-00275-SD�I
Issuing Office: Los Angeles District
Note: The term "you" and its derivatives, as used in this permit, means the permittee or any
future transferee. The term "this office" refers to the appropriate district or division office of
the Corps of Engineers havina jurisdiction over the permitted activity or the appropriate
official acting under the authority of the commanding officer.
You are authorized to perform work in accordance with the terms and conditions specified •
below.
Pcoject Description: To complete the filling of 4.9 acxes of waters of the United States
including weHands for the Paseo Del Sol residential development, as shown on the attached
drawings.
Project Location: In and around several unnammed tributaries to Temecula Creek in the
City of Temecula, Riverside County, California, as shown on the attached maps.
Permit Conditions
General Conditions:
1. The time limit for completing the authorized activity ends on January 15, 2003. If you
find that you need more time to complete the authorized activity, submit your request for a
time extension to this office for consideration at least one month before the above date is
reached.
2. You must maintain the acrivity authorized by this peemit in good condition and in
conformance with the terms and conditions of this permit. You are not relieved of this
requirement if you abandon the permitted activity, although you may make a good faith
transfer to a third party in compliance with General Condition 4 below. Should you wish to
cease to maintain the authorized activity or should you desire to abandon it without a good
•
• faith transfer, you must obtain a modification from this permit from this office, which may
require restoration of the area.
3. If you discover any previously unknown historic or archeological remains while
accomplishing the activity authorized by this permit, you must immediately notify this office
of what you have found. We will initiate the Federal and state coordination required to
determine if the remains warrant a recovery effort or if the site is eligible for listing in the
National Register of Historic Places.
4. If you sell the property associated with this perrnit, you must obtain the signature of the
new owner in the space provided and forward a copy of the permit to this office to validate
the transfer of this authorization.
5. If a conditioned water quality certification has been issued for your project, you must
comply with the conditions specified in the certification as special condiHons to this permit.
For your convenience, a copy of the certificaHon is attached if it contains such conditions.
6. You must allow representatives from this office to inspect the authorized activity at any
time deemed necessary to ensure that it is being or has been accomplished with the terms
and conditions of your permit.
Special Conditions:
• 1. The permittee shall compensate for impacts to 4.9 acres of waters of the U.S.
and wetlands by preserving at least'9.4 acres of willow riparian habitat within?
the Temeciila Creek floodplain? The permittee has recorded or causecl to be �
recorded a conservation easement which runs with the land and preserves the
mitigation/easement area in Temecula Creek as natural open space�m�
perpetuity� The permittee has obtained written approval from the Corps of
this easement or covenant prior to its being recorded.
2. Prior to initiating constxuction within waters of the U.S., the permittee posted
ari iTrevocable letter of crediYor performance bond for 120% of the�anticipafed�
cost of installation of the infiltratiom-basins and trenches. The bonding "
company is on the Departinent of Treasury Circular 570, Companies Holding
Certificates of Authority as Acceptable Sureties on Federal Bonds and Acceptable
Reinsuring Companies. The performar,ce bond is condirioned such that if the
permittee defaults on such mitigafion requirements of this permit, the bonding
company shall assume all responsibility for such mitigarion requirements. The
performance bond shall be teduced as each infiltration basiri and trench is1
completed in an amount equal to the actual cost thereof and sfiall be`released
enfirely upon a determination by the Corps that all the infiltraHon basins and
trenches have been completed in accordance with the August 8, 1996 letter
referenced in Special Condition Number 3 below.
3. The permittee shall fully implement the non-point source runoff/first flush
treatment program (including construction of`the infiltration basins end�
• Z
trenches) described in the August 8, 1996 letter to the Corps of Engineers from •
Glenn Lukos Associates. The perinittee shall develop an opeiations and
maintenance plan for these basins and trenches and submit this plan'to the
Corps and the San Diego Regional Water Quality Control Board for review
and �approval. This plan should include the names of responsible parties,
provisions for control of invasive weeds, and mechanisms to minimize
temporal ioss of wetland habitat and functions. If these infiltration basins or
trenches develop an ordinary high water mark or wetland functions (i.e.,
hydric soils, hydrophytic vegetation, and wetland hyrdrology) they would be
considered jurisdicrional waters of the U.S. If this occurs, the operations and
maintenance plan would require authorization from the Corps under Section
404 of the Clean Water Act.
4. The permittee shall not discharge any fill or excavate any material from
Drainage N within the boundaries of the project site. The permittee shall flag
aquatic habitats to identify areas that must be avoided. Any additional
acreage of waters of the U.S. impacted outside of the approved construction
footprint without prior Corps' authorization shall be mitigated at a 5:1 ratio.
Further Information:
1. Congressional Authorities. You have been authorized to undertake the activity described
above pursuant to:
O Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.0 403). •
(X) Section 404 of the Clean Water Act (33 U.S.C. 1344).
O Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C.
1413).
2. Limits of this authorization.
a. This permit does not obviate the need to obtain other Federal, state, or local
authorizations required by law.
b. This permit does not grant any property rights or exclusive privileges.
c This permit does not authorize any injury to the property or rights of others.
d. This permit does not authorize interference with any existing ox proposed Federal
project.
3. Limits of Federal Liability. In issuing this permit, the Federal Government does not
assume any liability for the following:
3 •
,
• a. Damages to the permitted project or uses thereof as a result of other permitted or
unpermitted activities or from natural causes.
b. Damages to the permitted project or uses thereof as a result of current or future
activiries undertaken by or on behalf of the United States in the public interest.
c Damages to persons, property, or to other permitted or unpermitted activities or
structures caused by the activity authorized by this permit.
d. Design or construction deficiencies associated with the permitted work.
e. Damage claims associated with any future modification, suspension, or revocation of
this permit.
4. Reliance on Applicant's Data. The determination of this office that issuance of this permit
is not contrary to the public interest was mad2 in .eliance on the information you provided.
5. Reevaluation of Permit Decision. This office may reevaluate its decision on this permit at
any time the circumstances warrant. Circumstances that could require a reevaluation
include, but are not limited to, the following:
a. You fail to comply with the terms and conditions of this permit.
• b. The information provided by you in support of your permit application proves to
have been false, incomplete, or inaccurate (See 4 above).
c Significant new information surfaces which this office did not consider in reaching
the original public interest decision.
Such a reevaluation may result in a determination that it is appropriate to use the
suspension, modification, and revocation procedures contained in 33 CFR 325.7 or
enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced
enForcement procedures provide for the issuance of an administraHve order requiring you to
comply with the terms and condidons of your permit and for the initiation of legal action
where appropriate. You will be required to pay for any corrective measure ordered by this
office, and if you fail to comply with such directive, this office may in certain situations (such
as those specified in 33 CFR 209.170) accomplish the corrective measures by contract or
otherwise and bill you for the cost.
6. Extensions. General wndition 1 establishes a time limit for the compleHon of the activity
authorized by this permit. Unless there are circumstances requiring either a prompt
completion of the authorized activity or a reevaluation of the public interest decision, the
Corps will normally give you favorable consideration to a request for an extension of this
time lirnit.
• 4
Your signature below, as permittee, indicates that you accept and agree to comply with the •
terms and condifions of this permit.
�. ►�2
James M. Delhamer DATE
e ior Vice President
��e�__�`_�_��-�--�=------ --� z3��a ----
Derek C. Thomas DATE
President & Chief Operating Officer
This permit becomes effective when the Federal official, designated to act for the Secretary of
the .Army, has sib ed below.
/ - � 6 -��'
Richard J. Schub DATE
Chief, Regulatory ranch
•
VJhen the structures or work authorized by this permit are still in existence at the rime the
property is transferred, the terms and conditions of this permit �vill continue to be binding on
the new owner(s) of the property. To validate the transfer of this permit and the associated
liabilities associated with compliance with its terms and conditions, have the transferee sign
and date below.
TRAIVSFEREE DATE
5 •
. , DEPARTMENT OF THE ARMY
'. �� LOS ANGELES DISTRICT. CORPS OF ENGMEERS
911 WILSHIRE 80ULEVARD
. �� � LOS ANGELES, CALIFOANIA 90017
aeP�vro August 26, 1996
ATiENTION OF_
Office of the Chief
Regulatory Branch
Newland Associates-Cal Paloma Del Sol, LLC
Arin: James M. Delhamer
9404 Genesee Avenue, Suite 230
La Jolla, Califomia 92037
Tlaa� TAi, P�1ha._;or;
This is in reply to your letter (No. 96-00210-ES) dated April 2, 1996, conceming our
permit authority under Section 404 of the Clean Water Act of 1972 (33 U.S.C. 1344) over your
proposal to fill 16 watercourses and several wetlands in association with construction of the
809-acre Paloma Del Sol East residenrial community and commerce center in unnamed
tributaries to Temecula and Murrieta creeks in the City of Temecula, Riverside County,
California.
. Regulations for our pernut program, published in the Federal Register, include Part 330
- Nationwide Permits (see the enclosure). The Corps of Engineers has deterauned that your
proposed activity complies with the terms and condirions of the nationwide permit at 33 CFR
Part 330, Appendix A(B)(26) for discharges of dredged or fill material into headwaters and
isolated waters of the United States, including wetlands, that aze part of a single and
complete project which would cause the loss or substanrial adverse modification of one to ten
acres of such waters. For the purposes of this narionwide pemut, the acreage of loss of
waters of the U.S. includes the filled area plus waters of the U.S. that are adversely affected
by flooding, excavation or drainage as a result of the project.
As long as you comply with the nationwide permit condirions described in Part 330,
Appendix A(C) and the attached special conditions, an individual permit is not required.
;1�;; ,et:er of cerif�caiiun is vaiid ior a period noi to exceed two years unless the nationwide
permit is modified, reissued, revoked, or expires before that time. Presently, all nationwide
permits are scheduled to expire on January 21, 1997. It is incumbent upon you to remain
informed of changes to the nationwide permits. We will issue a public notice announcing the
changes when they occur. Furthermore, if you commence or are under contract to commence
tMs activity before the date the nationwide permit is modified or revoked, you will have
twelve months from the date of the modification or revocafion to complete the acrivity under
the present terms and conditions of the nationwide permit.
A nationwide permit does not grant any property rights or exclusive privileges. Also,
it does not authorize any injury to the property or rights of others or authorize interference
with any existing or proposed Federal project. Furthermore, it does not obviate the need to
. obtain other Federal, state, or local authorizations required by law.
• _2_
Thank you for participating in our regulatory program. If you have any quesHons,
please contact Eric Stein of my staff at (213) 452-3415.
Sincerely,
�.� �/
1i7 �� �.k�ti���
� p� ,
Mark Durham
Chief, South Coast Sec6on
P.zgu:a:ury B.-anui
Enclosure
cf: USEPA; Atm: Mary Butterwick
USFWS; At[n: Doreen Stadtlander
CRWQCB-San Diego; Attn: Greg Pe[ers
CDFG; Attn: Dee Sudduth
� Glenn Lukos Associates; Attn: Glenn Lukos
.
• _3_
SPECIAL CONDITIONS FOR 96-00210-ES
1. The permittee shall compensate for impacts to 4.95 acres of waters of the U.S. and
wetlands by preserving at least 9.4 acres of willow riparian habitat within the Temecula
Creek floodplain. Prior to December 1, 1996, the permittee shall record or cause to be
recorded a conservation easement or covenant, which shall run with the land,
obligating the landowner or their successor or assigns to preserve the
mirigation/easement area in Temecula Creek as natural open space in perpetuity. The
permittee shall receive written approval kom the Corps of this easement or mvenant
prier 'o it being recorde3.
2. Prior to initiating construction in waters of the U.S, but no later than October 1, 1996,
the permittee shall post an irrevocable letter of credit or performance bond for 120% of
the anticipated cost of installarion of the infiltration basins and trenches. The bonding
company must appear on the Deparhnent of Treasury Circular 570, Companies Holding
Certificates af Authority as Acceptable Sureties on Federal Bonds and Acceptable Reinsunng
Companies. The performance bond shall be conditioned such that if the pemvttee
defaults on such mitigation requirements of this permit, the bonding company shall
� assume all responsibility for such mitigation requirements. The performance bond or
letter of credit shall be reduced as each infiltration basin and trench is completed in an
amount equal to the actual cost thereof and shall be released entirely upon a
determination by the Corps that all the infiltration basins and trenches have been
completed in accordance with the August 8, 1996 letter referenced in Special Condition
Number 3 below.
3. The permittee shall fully implement the non-point source runoff/first flush treatment
program (including construction of the infilfration basins and trenches) described in the
August 8, 1996 letter to the Corps of Engineers from Glenn Lu]cos Associates. The
permittee shall develop an operations and maintenance plan for these basins and
frenches and submit this plan to the Corps and the San Diego Regional Water Quality
Control Reard :o: reviev, und approval. Thi; plan should inc'.udz fne names of
responsible parties, provisions for control of invasive weeds, and mechanisms to
sunimize temporal loss of wetland habitat and functions. If these infiltration basins or
trenches develop an ordinary high water mark or wetland chaxacteristics (i.e. hydric
soils, hydrophytic vegetation, and wetland hydrology) they would be considered
jurisdictional waters of the U.S. If this occurs, the operarions and maintenance plan
would require authorizarion from the Corps under Section 404 of the Clean Water Act.
4. The permittee shall not discharge any fill or excavate material from Drainage N within
the boundaries of the project site. The permittee shall flag aquatic habitats to identify
areas that must be avoided. Any additiona] acreage of waters of the U.S. impacted
outside of the approved construction footprint without prior Corps' authorization shall
� be mitigated at a 5:1 ratio.
• Jahn Bu�nham
.,,csr.�a � Cnmpany
.: �:'c'Z%L2rar�-�n--�r
u uce�use acvsr,�
e��cv;,susr,smee� s�r��:���.es� _-v:mi. �;_e��;oceaw.zai.��om
September 30, 1996
Ms. Dee Valle
CAL-PALOiNA DEL SOL, LLC
c/o THE NEWLAND GROUP, INC.
9404 Genesee Avenue, Sui�e 230
La Iolla, C.4 92037
RE: BOND NO. 1I1 3311 2521
� $655, 266 PERFOIUYIA.NCE BOND TO THE AI�YII' CORPS OF ENGINEERS FOR
PERMIT NO. 26 (96-00210-ES)
Dear Dee:
Enclosed please find the above referenced bond, along with a copy for your files. An invoice for the
premium in [he amount of 57,863.00 will follow under separate covzr.
We appreciate the opportuniry to be of service ro you. Please call me at 525-2703 if I can be of further
assis[ance.
Sincerely,
K-��� �ti. �1-u� _ �
� r' .
6J
� \
� Sheryl Smith
Account Representative
/kg
enclosures
.
PERFORMANCE BOND sond No.: 111 3311 S?!
' Premium: $7,863.00
patE BOND EXECUTED: �� .,.
PRMCIPAL 0.e6a1 cime ena ou.+inacc aedrussl: ll'Pe OF ORGANIZAT{ON I`X' onel:
CAL-PALO`L�. DEL SOL, LLC �) INDIVI�IJAL [ 1 PARTNERSHIP
940E GE�ESEE AVENUE, SGIT__ 230 � j JOINT VENTURE [xJ CORFORATION
LA JOLLA, C.4 9203;
STATE OF INCORPORATION: CALIFOR,YIA .
SUR�TI' Msmal�l anC businass aGCtzasfasll: PENAL SU1J OF BOI�D: .
FIREPiAN' S FU\� I'JSUR?.NC� CO`1PP.NY 5 655, 266.00
17�42 EAST 17T:i STFr.ET
TIIST_IN, CA 92oS0 PERM17 DATE: 8l2619fi PERM17 NO: 98-00210-ES
KNOW ALL MEN BY THESE PftcSENTS that we, [he Principal and Surety harato, are firmly bound to tha Unitad States
of Amarica (he�einafter called the "Government"} in ihe above penal sum for the paymen[ of which we bind ourselvef,
executors, administrs:ors, and successors, jointly and saverally,
THr �ONDITION OF THIS oB�1GATIGN IS SUCH ther. (q whereas t�e Principal rocelved the verificaclon of Nationwlde
Permit No. 2b (No. 9 6-00 2 1 0-.SI from tha United Statas Army Corps of Engineers �the "Parmit") su6ject to Spa�ial
Condition Nos. 2 end 3 as describad in the Special Conditions to tne Permit; and (ii1 whareas Specisl Condicion Nos. 2
and 3 require tha constructior. o` a non-point sourca runefflfi;st Ilush [reatment program desc�ihed in that cetufn
Augus: B, 1996 lecter reiercnced in Speclql Condition Noe. 2 and 3 �tha "Worr"�.
OW, THER'eFORE, if the Principal shall perform and iuliill all of its ohligetions wiih raspee[ to the Wofk and a,�y
� odificatione to the Work duly a�Yherized by th� Ptincipal and Government that may hereafter ba made, notice of which
odificetions to ine Sureiy beine hereby waived. then tnis o61i8ation shall be vold; otherwise it shall remain fn tull forca
enc eifec*..
IN WITNES5 WHEREOF, the Principal and Surery havs axecuted this Pariormanca Bond and have attized thelr seals
on the daie se[ foRh a6ove.
C?�? -P9LOPIA DEL SOL LLC
� PRINCIPaL
� t
bY : �'��� Lt.l . I.� �0.,',L�-r
� � �
bY �� �Ci � i T�����' �y'� Cor o .
Signature;s) i (Seal1 (Saal) p rate Saal
Namels) & Tiile;s� (Typedl
FIREM.AN' S FUND I�SURA:tiCE COMPr'.t1Y
/ i SURE7Y
!! � /
/���/ � �/ �� �/ ����-- Cor rata Seal
Signature(s) ✓ v (Seeq (Seal) Pa
Namel�l & Titlo(31 (Typcd) JACA G. LUPIEN� ATTORYEY—IN—FACT
�
S:\DOC\1TZ\960;001}.gMO
•
State of California )
Counry of San Diezo )
On SeDtzmber 30. 1996 before me, Kimberly A Griffitts. Notarv Public,
personally appeared Jack G. Lu�, personally known to mz to be the
person whose name is suoscrib°d to the within instrument and acknowled;ed
� to me [hat he execLted the sar!e in his auL�orized capacit;�, and that by his
si�narure on the insirument the person(s), or the entiry upon behalf of which
the person acted, executed thz instrument.
''�� KIMBERLY A GRIFffTTS
„'�'-� COMM. p1106333 t�
V ° NOTAAY P�A:IGGLFOFINU v�
m -� SANDIEGO C�
tiVITNESS my hand and official seal. " r ""' � Mr C JULY 18a2000 � }
9
�1.; �1 ��,L�.��.:�
� 1 � �
�
•
cE:+ER
POwER OF FIRth7A\"S FL':� D I�;SUR4:�'CE CO�fPAti t
ATTOR�E1'
� �OW �LL�1ErHtiTHFSEPR��E�7 FIREAf��SFL�DI.>Sl'4L4>'CEC0��7��` �Corpo�a oni�!
c Su¢ m Calliorua, and hz��^3 s pn ± on c Ir. tic Ccunry' oi �I�rm. Su¢ oi Ca� i�rn �. hv m�d< o�s uvtcC and appomicC and dxs b}' Ihac
presclumak:.mrst�rtandap. J C;� G. LUPI \� D.�LE G. �Sii?.�.1� D_E.'." .1. VT:�tc;;�
?:.?!�LA T. n>�D3=`..5, _ '-��1;: or.szvzrally
S;,\ DIEGO CA
iu trvc and law(ul Atmrncq(s}in�Fa.;, u�i[h'c:! rou'cr ar.d authonty hcrchy coni:rtcd in iti ea.�c, place and s:cnd, tJ ceccut:, sd. ackno'+Icdgc and ddi�c: any
andallbond;,undcnakin3.rr:ognizanccsoroeherw'nucnobli3ationsinih<n�wretheeof ----------------------------
and to bind the Corporation thcrebp ss(u!I}' ard to th< sane ex[ent az i( such bonds u�e: s;gocd by ehe Praidrnt, sraled �+'ith the corpora[c scal of [hc
Curporauon and Culy aua�ed Sy iis Sec:::arv', :^crcby raiii�ing and eonfvming all ;hai ihc sid A[mrncy(s)-in-Fan may do �n the vremises.
This ��'er of acmrney is grznt:d pursuam io.-�:-1de `/II, Srions 15 and 46 of 8y-la.•s oFFIRE�IAN'S FUND INSUR4tiCE CO�fPAtiY now in full torce and
eiic.�.
"Anide V71..4➢poin(meor vod.iutbonn' olRnidevl hrrc(anes, .4uom<y-in-Fi<! ind Ageuts lo sceepr Legs1 Frxe:s nad Mskc.dppesnvco.
g i5. .AppoinfinevL T6e Chvrmao of th< Board of Direttoq t6< Prtidevt, ¢oy YicePmsideut or vur otbcr person vut6orized by the BovN ot
. Dirc<�ors, the CEtirmin of Ihc Bo%rd of Dirxctors, t6c Presideol or �vy VirnPrevdem may, from time to lime, vppoiei Raidevl ASS6tsut Secrvlarics aud
Anomq'riv-Fva to rt9�m avd vci for �od oa bchnlf of IG< Corpontioo nud AgcvB lo acrpl I:gal procas aod mal�e vppearvvices for nod oa bchalf o( ihc
C.Olj10RI100.
5ecvon �'.6. AwLon(y. TLe vmLonry of such Reideo� Assistsot Semetaries, Atlornrys-io-Fvc� and Ageols shall be u precribed iu the ivsUVmevt c�id<vtiog
tSe'v appoiolmeoL Aoy sueh vppoivtmcel �od ill autCOriry gnoled IAert6y m�y be rtroled �t oor time by the floard of Dirmors or b� nu) parsoo em powertd io
maJce sueh appoinlm<vC'
"rnis powe� ol anorncy is signc� and scalcd unacr and by the auchoriry o( �hc [ollowing Raolu�ion adopmd by chc Board o( Di: ce�ors oi FIREStAN'S Fl1ND
ItiSU'tiaNCE COMPA7r'Y' ai a mrin3 duly:�:led and nelC on :he 7th day oi Augvi:, 198y and �id Resolu;ion hu no� br_n aznendcd or rcp<aled:
"RESOL`�ED, thae ehe signamr< of any �'ice-Prsident, ?ssistani Secreury, aod Raide�t Assis�ant Seeretary o( ehis Corporaeioo, and ehe se�l o( �his
Corporatioo may b<a'"fued or prin!cd oo am ;vwcr of a[[omcy, oo any rcvontion oF an)' powr oi acmrney. or on any ccni:�ea�c rclaung �hcreto, by iacvnile,
and aay po�'er of anorney, ar:y revc�tion o` zey power o( auorocy, or certifiea�c b�arin¢ mch faavnile signzmre or faaimilc ral sh:�l be valid and binding
upon thc Corron[iov:' ,
IN W'I� WHt.AcOF, FInEVL�1E�"S FC�'D INSL'RS>�CE CO�NPA?V'Y' Su muscd tnac prex^[s to be sigocd 6y ics �'ice-Presidcnt, and ies corperam
� to bc hc:un;o affiic'� this .�LLL ;�'i c ( >f o- r � . 19 �1.
i:�:.'` F:RE!+L4Y'c IN ' 4:�C CO�!PAN'!
i
_ .1",
- �
- By
r,�-nma�,�
ee e�`
STATEOFCALIFORYIA � ss.
COl7NTY OF ht?.RIN �
o � i �; s 16th d, March , iy 95 ,c<mrcm�puw❑atlyram� M. A. Mallonee ,
to mc known,++ho, bciog by mc dWy swom. did dcpou and say: chat hc is VccPresidcoc of FIREMP.N'S Fl1ND INSUIU.NCE COh1P?.NY, thc Corpoation
deseribed in and which uecu[ed it: above innrumrnt; that he knows �he se�l ol said Corporatio¢: that [he seal afFued to ehe said insvument is such eorporatc
seal; �[ha[ i[ was so aCfucd 6y order of the Board o( Diree;ors of said Coryontion and [hat he si5ned his name [herem by Gke order.
IN W[Th'ESS WHEREOF, 1 hzvc her:unm se, my hand u:d zfFucd my olGcial s:al, thc day and ,vrar hercin first abovc wri�[cn.
i '��`�� : .. , <n�c.;cn ._:., �l�-C f'/Y/
:�-� � y .�� � }` ^ "i r.u!ary 'rimac -. r.a5:�*ua f r+ wrwn��
�� �n:�5'." urtRINGGUNTY -
�'.�,�}_"� 1,ty Comm. �z0. I.NR 20.1�5 CER"['IE7CATE
STATc OF CALIFORNIA 1 ss.
COUNTY OF M?.RIN �
t, thc undcrsigncd, Resident Assisunt Seeraary of FIREM.4'�'S fUND INSURANCE CO*�tP.4NY, a CALIFORNIA Corporauon. W NE3tEBY CERT[F1'
[hat [hc Corcgomg aod a[tachcd POWER OFATl'ORNEY rcmains In tvll fora snd hu oo[ bccn rcvokcd; and furthcrmorc that Midc Vf[, Sca�ons 45 and 36 of
[hc By�laws o( thc Corpora[ion, and ihc Rcsoluoon of [hc Board of Dircao:s; sa fonh in th<Po�'cr o( Atmmry, arc now in (orcc.
Signcd and scalcd at ;h<Counry of Marin. Datcd �hc
30TH dayor SEPTE�IBER , iq 96 ,
• ��:_• `� y � � � � ,, � (
� s.;.� � �i �..
va<�� n.��,�, -�.,.y
� ��
Y.,1�71? -FF-I1�7
�ALIFORNIA ALL-PURPOSI �CKNOWLEDGMENT
C:-�LIFOR\I.a �
sca�e or ;
S.�1\ DIEGO
counry of
Sep[ember 3U, ]9)6 Dolores �. Vallz, Notary' Pul lic
On before me, ,
oz;x - � - s,.- enc n,nz oi OYia?I'- B. ,z�a Doe: n2�ari'uonC�
pzrsonally appezr2d JT=�-�L�:�.�. ,� . ifl'� •r !�;',;� \�,� ��F-L',l,�x�-�-
� ��..::�;..:; s�
X;C - ,/
�.= persona!ly known to me - OR -�= proved to me on the basis of satis'raciory evidence to be thz person(s) ,
whose nane(s) isPare subscribzd to the within inslrument
and acknowledged to m2 that h�fstre.'tney executed the �
same in his.?�r,'Iheir authorized capacity(ies), and �hat by
=_ ,. _,_,_. - - hislhedtheir signature(s) on the instrument Ihe person(5),
�� ~ . n.���; :�:,� or the entity upon behalf of which th2 person(s) acted, �
e� . ,Y=�.Y c?.. � ...
A� 1"��. Canm;�!^n' - Ce5^' l executed tne instrument.
. � �;."� NCi�ry�l�ry 5
' �M1. �..�. . .
"�-" �� �� �-� V` x ` 1�lITNE55 my hand and official saal.
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A �y�
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OPTIONAL �{
� Thcug� ih= iNOC^aiion belori is r.ot required 7/;aw, r; ma/ prov2 v2luabi2 to persons rel/ing on tra docu,-�n; ard cou!d pravent �
!r,✓cu/en; removal and reattacnmenr ol tnis rorm ro znciher documant.
1
Description of Attached Document �
.Tiile or Type of Document C del So! -Performzni� Bonu 4,��,266-Armv Cor�s
� � Document Date: � ` Numberof Pzges:
T �':JL'Yti"„`"' -{ �y""
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
� --�--
/ n . �
Signer's Nanz. /F� � /T, `L'I'�-SCb� Signers Name: �Y�^--�`� �% - Z�`'""�`'t
�
_ Individual � Individual
',Corporete Of�icer �Corporate Oificer
Title(s): Title(s): �
� Partner—C Limited r General _ Partner—= Limited = General
u Attomey-in-Fact ❑ Attomey-in-Fact
❑ Trustzz � Trustee
,� �:�.-, ' i �:•-
❑ Guardizn or Conservator „� ❑ Guardian or Conse�iator + �_-
Too o� ;numb eere r Tao of tCCmO ��ere
C Othec Othec
Signer Is Reprzsenting: Sign2r Is Representing�
Cal-Paloma deI Sol, LLC Cal-Palomn del Sol, LLC
� ('al'Fnm"a Ilm'ro 1 I'ah'I'r�� _��^'^''�I ,
mmp�ny company
0199�Nai�onalNCiaryASSx'tUCn�B?JeRtemeia•e.P03o�)Id+�.._�oya?arl.Ca9qp94iE+ P:oCrv�590] Reo�.ecCaliTOlbFree!�BC0�0>"r�d.�
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�
GLENN LUKOS ASSOCIATES
Regulatory Services
August 6, 1996 O� e vD � / � l(j /� �
Op- .
Dr. Eric Stein �
U.S. Army Corps of Engineers
Regulatory Branch '
P.O. Box 2711 �
Los .Angeles, Califomia 90053
SUBJECT: Pre-Dischazge Notificalion Number 96-0021000-ES For Implementation of The
Paloma Del Sol East Project Plan
Dear Dr. Stein:
` On July 17, 1996 you transmitted to us letters of comment �from U.S. Environmentaf Piotecfion
• Agency (EPA) and U.S. Fish and Wildlife Service (USFWS). EPA's fetter and you (in '
subsequent conversations) expressed concern about the impact of post project runoff' upon
downstream water quality, especially in the Santa Margarita River, located approximately one
mile downstream of the project site. In our subsequent conversations you expressed concem '
specifically regarding impacu of organic and nutrient loading-due to non-point sources, especially
decreased dissolved oxygen and increased levels of nitrate, lierbicide, and other urban pollutants
i often essociated with nuisance flows and first flush stormwater flows. T'he purpose of this letter
is to address those concerns and to propose measures Ihat will serve to reduce such 'impacts to
an acceptabfe IeveL
A. On-site Source Control
The Riverside County NPDES Co-permittees recently prepared Supplement "A" to its Drainage
Area Management Plan (DAtvfP) to identify post construction source pollutant prevention and
treaunent measures that can be incorporated into deve]opment projects pursuant to State Water
; Resources Control Boazd Order Number 90-46. The goal of this rlunicipal Storm Water
. Management Program is to reduce the dischazge of pollutants entering the drainage system to the
maximum eMent practicable (MEP), which is EPA's measure oF compliance according to the �
I
'Runoff from the site during construction will be controlted in compliance with the I
Srormwater Pollution Prevention Plan. ,
'1996. New Development Guidelines, Supplement A with Attachment. The Riverside CounTy
� Drainage Area Management Plans. Riverside County Printing Services. '�
23441 South Pofnte Dri • � •
ve Suite 15C La una Hills, Cahfornia 92653
9
Telephone: (?14) 837-0404 Facsimile: (714) 837-5834
;'-
.
]�r. Eric Stein '
U.S. ArniY Corps of Engineers
pugust 8, 1996
pagr 2
]�AIv1P. The intent of MEP is to teduce the dischazge of pollutants as much as possible in
consideration of technical feasibility, effectiveness, and economics. I
T'he DAMP states that ',
In Reneral, source canbols are prejerable ro s�ructural or freatment cantrofs
because they minimize po!lution and are less ezpensive to implement and matntain.
�' Therefore, we aze concentraGng on the BMPs that control pollutants at their source. Source
control techniques include any prectice that either (l) reduces the amounts of accumulated
pollutants on the land surface available for washoff by rainfall, (2) regulates the amount of '
impervious azea to reduce the portion of rainfall that witi appeaz as runoff, or (3) excludes
inappropriate dischazges into storm drains. i
The DAMP oudines BMPs to minimize non-pnint post �nsuuction urban runoff pollutants from � '
entering the drainage system. The BMPs aze generally classified as non-shvctural and structwal. 0 �
� We aze proposing six non-structural BMPs end five structural BMPs as discussed in Exhibit I ,
B, On-site Treatment
Pursuant to our conversations with you and with Greg Peters at the San Diego Regional Water I
Quality Cona�u] Boazd, we aze proposing a series of on-site structural trea�nent facilities for '
nuisance flows and first flush runof£ The final designs for these facilities will have to be f ��i,
approved by the City of Temecula and Riverside County Flood Control, however, the designs aze "� bC
being adapted from designs provided and discussed in the DAMP. Exhibit 2 shows the general /�- v
location of each facility, the type of faciliTy to be designed for each locarion, and the size of the
drainage azea handled by each facility. Facilities at these seven locations will handle first flush
� runoff from 1,358.7 acres. This includes 752.6 acres of the Paloma Del Sol East project (the
"' project for which we aze applying for a permit), 395.9 acres of the Pafoma Del Sol West project
(a site in vazious stages of development by others for which no such facilities were required),,and
210.2 acns off-site, east of Butterfield Stage Road.
,
The Following is a brief discussion of each facility:
1. At point I there will be an off-line infiltration basin with a bottom surface of at least
2,300 square feet. E�thibit 3 is a typical drawing for an off-line infiltration basin as
;, adapted from drawings provided in the DAMP. Low flows from the 84-inch storm drain
will be diverted into the basin through a series of 18-inch pipes. At the opposite,end oF
�' the basin a 30-inch pipe with a riser will carry water back into Ihe storm drain during
� I
,,
;� '
�
Dr. Eric Stein '
U.S. Army Corps of Engineers '
August 8, 1996
� Page 3
lazger storm eve�ts which exceed the capacity of the basin. This basin will handle
nuisance E]ows and first flush flows $om 171.6 acres (including 393 acres east of
Butterfield State Road, off the project site). ,
i
2, At point 2 there will be an infiltration trench of a design similaz [o E�chibits 4 and/or 5
' (taken from the DAMP). This infiltration trench wil] handle nuisance flows and first
flush flows from 44.6 acres (all located on-site).
3. Ai' point 3 there will be an off-line infiltration basin with a bottom surface of at least
3,000 square feet. Exhibit 3 is a typical drawing for an off-line infiluation basin as
adapted from dra�vings �provided in the DAMP. Low flows Crom the 84-inch storm drain
wiU be diverted into the basin through a series of 18-inch pipes. At the opposite end of
the basin a 30-incl� pipe with a riser will cazry water back into the storm drain during '
,
lazger storm events which exceed the capacity of the basin. This basin will handle
nuisance flows and first flush flows from 279.1 acres (including 48.3 acres east of
Buttzrfield State Road, off the project site).
� 4. At point 4 there will be an off-line i�ltration basin with a bottom surface of at least �I
7,OD0 square feet. Exhibit 3 is a typical drawing For an off-line infilirarion basin as i
adapted from drawings provided in the DAMP. Low flows from the 84-inch storm drain '
will be diverted into the basin through a series of 18-inch pipes. At the opposi[e end of '
:he basin a 70-inch pipe with a riser will carry water 6ack into the storm drain during '
larger storm events which exceed the capacity of the basin. This basin will handle
nuisance flows and first flush flows from 137.9 acres (all located on-site).
5. At point 5 there will be an off-Iine infiltration basin with a bottom surface of at least
7,000 squaze feet. Ex}tibit 3 is a typical drawing for an off-line infiltrarion basin as ;
adapted from d;awings provided in the D,4,MP. Low flows from the 84-inch storm drain
wilt be diverted into the basin through a sr.ries of (8-inch pipes. At the opposite end of
the hasin a 30-inch pipe with a riser wil! carry water back into the storm drain during I
larger storm events which exceed the capaciry of the basin. This basin will handle '
nuisance flows and first flush 8ows from 627..,�_ acres (including 395.9 acres of the �
existing Patoma Del Sol West devetopment an�53.0 acres east of Butterfield State Road). i
6. Poi�t 6 is he basin at the end of Drainage N which is being preserved. Water draining '�
in.o this basin will not enter [he storm drain uniess or until it reaches a height of nearly
I6 fec;t. Local runoff from the slo es of Draina e N a l
p g ( pproximately 14 acres) and off-site
? runoCf from 69.6 acres eas[ of Buttzrfield Stage Road will entzr Drainage N.
r, j
�
I
• I
i
Dr. Eric Stein '
U.S. Army Carps of Engineers
August 3, 1996 ;
Page 4 !
" 7. At point 7 there will be an in{ijtration trench of a design similar to Exliibits 4 and 5�
� (taken from the DAMP) and/or water quality inlet suuctures of a design similar to
E.�ibits 6 and 7((aken from the Attaclunent to Supplement' "A" of the Riverside County '
DAMP). These facilities will handle nuisance flows and first flush flows from 14.6 acres
(all located on-site). '
' C. Oftsite'S'reatment
Measures to �eat first-flush flows have been incorporaced into the project design and aze �
discussed in Section B above. NeveRhefess, water exiting the site wil] have an addiuonal '
opporhmity to be treated ofisite prior to reaching the Santa Ms¢ga,•ita River. ;
Runoff from the site will be routed into one of four storm drains leaving the site. These five
storm drain outlets are shown on Exhibit 8 and are described as follows: Nv (�f/fl�/�
I
� • Pauba Road Storm Drain--This storm drain exits the northwest comer of the
project site as an underground channel under or pazallel to Pauba Road. It '
_ surface� as an open channel at three locstions prior to passing under I-1� and �
� emptying into Murricta Creek. At one point, the open channel is known locally I
as Sun Mist Creek and passes tlu�ough a desiltation pond and a pond at Lake
Village. !,
• Country Glen Storm Drain--This storm drain exits the western edged of the project
site as an underground channef, f'ollows Mon[elegro Lane and Pio Pico Road to '
Margarita Road where it becomes 3n open channe.l. The open channel continues '
to Highway 79 where it is again placed underground paza]]el to Counhy Gfen and I
ry` empties into Temecufa Creek.
I
• Meadows Pazkv✓ay 5torm Drain--This storm drain exits the southem boundary of
the project site, at the foot oF Ivfeadows Pazkwey (at Highway 79), as an �
underground channei and emp6es into Temecula Creek.
• Butterfield S[age Road Storm Drain--This storm drain exits the southern boundary
of [he project site, between Meadows Pazkway and Butte�eld Stage Road, as an �I
underground channel and empties into TemecuJa Creek.
r Water passing through the Pauba Road storm drain wilf be subject to vegetative treatment in flie '
open portions of the channel and in the desii[ation pond and omaznental po�d. A reclamation �
ptoject consisting of placing rock gabions and plan[ing of trees to prevent erosion is currently I
i
underway in the section of the channel abuve the desiltatiun pond. Vegetation in the open j
• ` j
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�
Dr. Eric Stein '
U.S. Army Corps of Engineers
August 8, 1996 '
Page 5
sections of the channel and in the ponds help to reduce sedimentation and provide vegetative ',
`
treatmenl of the runoff.
The other four storm drains will empty into Temecula Creek through existing storm drain outfalls ,
that were constructed es part of Riverside County Assessment District 159 (AD 159) ,
improvements (authorized under Corps permit number 89-386-ivID). Mitigation for'channel ,
improvements to Temecula Creek and [he storm drain outfalls (affecting approximately 7.3 acres '
of degraded wetlands) consisted of il�e creation of approximately 25 acres of ripazian wetlands
� in a t 00-foot-wide swath along the northem bank of Temecula Creek. These four outfatls were
designed to flow into this riperian area. Water from the storm drains vras intended to support the ,
ripazian vegetation and the vegetation was intcaded to help treat the water. ',
Between the end of the AD I59 pioject (at Avenida de Missiones) and I-IS there are roughly 100 I
acres of riparian wetlartds that wil] further treat water in Temecula Creek. As mitigation for 4.95 '
acres of impacts to waters of the United States (of which less than 0.5 acre aze wetlands) the
• permittee will place a conservation easenient over 9.4 acres of exi�ting riparian wetlands ;
immediately downstream of 16 acres previously preserved as mitigation for unpacts at Vail Lake. !
Additional preservation and creation of riparian wetlands will likely take place in this area for ,
impacts resulting from the realignment of Pala Road. All of these existing weUands and wetlands
to be created are oiily a Few hundred feet downsueam of the Country' Glen storm drain (the most ,
downstream of the four outfalls related to this project that empty into Temecula Creek),' These '
ripazian wetlands will further treat runoff from the project site.
- We hope that this response satisfies yow concerns about post construction runoff and that you j
will be able to complete processiog of our preconstruction no[ification. We will copy this letter I
to Greg Peters at the San Diego Regiona] Board a�id will cooidinate with him to complete �
processing of our 401 certification. I
i
'The establishment of riparian vegetation within lhis 100-foot-wide swath has been di�cult
because development of the surrounding area has not been as rapid as originally es[imated and, ;
therefore, runoff tluough these outlets is not sufficient to support the vegetation as designed. T6e
5 onsite ueatment of nuisance flows and first flush waters will fur[her reduce the amount of water �
entering Temecula Creek through these outfalls and further inhibit the growth of ripazian
�
`; vegetation in this swath.
• 1 '
��
�
Dr. Eric Stein '
U.S. Army Carps of Engineers '
August 8, 1996
Page 6
If you have any questions ptease call me at (714) 837-0404.
Sincerely, ,
GLENN LUKOS ASSOCIATES, INC.
Glenn C. Lul:os
President
cc: Greg Peters '
Jim Delhamer
John Yeager , i
• Dcan Meyers I
Rick Robotta
S:0163-12h.1tr
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EXHIBIT 1
ON-SITE SOURCE CONTROLS I
1, Non-Structural BMPs
• The developer will provide environmental awareness education materials on
general good housekeeping practices that contribute to protection of stormwater I
° quality to all initial cesidents, occupants/tenants. Such materials will be provided �
to the developer through the Co-permittees' CounTy-wide educational program.
• Condi6ons, covenants, and restrictions of the property owner's association shall ,� '
include measures to protect surface water quality. '
�
• All pesticides shall be applied in strict accor8ance to pesticide epplication laws as
stated in the State of Califomia Agricultural Code. AlI pesticide applicarors shall �
be cert�ed by the State as Quali&ed Applicator or be directfy supervised by a
� Qualified Applic�tor. All fertilizers shell be applied at the rate stipulated by the
! msnufacturer. Fertilizer Applicators shall be trained in the proper procedures of
determining fertilizer rates and calibrauon of application equipment. Fertilizer
. � shall be applied in such a manner as to avoid application onto hazdscape surfaces.
Annual soil tests aze recommended to advise on which fertilizer etements are
needed to avoid application of unneczssary elements, or over application. ,
• Catch basins owned by the Property Owner's Association will be inspected and, �
if necessary, cfeaned prior to the storm season, no later than October 15th of each
yeaz. �
s
�
• Streets and parking lots owned by the Properry Owner's Associarion will be swept �
prior to the storm season, no later than October 15th of each year.
• The responsibiliTy for implementation of each non-structura] BMP and scheduled ,/ �
cleaning of all structural BMP controls shal] be identified (owaer, agency �ame, �
phone number, aird address), i
� I
2. Stnictural Blvips
i: '
� • Impervious azeas shall be graded and constructed so as to drain to a filtration �
BMP, such as a]andscaped area or equally efFective alternative wherever
practicable and as recommended by the engineer of record. Direct drainage from '
impervious azeas to the street or a storm drain faciliq� is discourag�d and should '
be avoided. For exampie, pazking lot catch basins could be placed in landscaped
azeas with allowances for minor ponding.
� '
�
� '
• All sites shall employ multi-programmable irrigation conUollers which have " '
enough programs to break up all irrigation stations into hydrozones. If practical
and feasible, rain shutofF devices sh¢II be employed to prevent irsigation afrer
significant precipitation. Irrigation systems shall be designed so ueas which have
different water use requirements are not mixed o� the'sanie station (hydrozones).
The use of drip irrigation should be considered for all planter areas which have
a shrub density that will cause excessive spray interference of an overhead '
irrigation system. Flow reducers will be used next to sidewalks, streets and I
driveways to mitigate broken heads.
• T}ie landscape design will minimize runoff. Means of implementation include (1) �
use mulches in planting areas that have no ground cover so as to avoid
sedimentation runoff; (2) set irrigation times to avoid runoff and split nightly
irrigations into several short cycles if slope and soil conditions warrant; (3) use
only enough water to provide for adequate plant health and growth; (4) use the
water budget mode to make globallweadier relafed scheduling changes; (5) inslall
appropriate plant materials for the location, in accordartce with Sunset climate '
zones; and (6) install native plants with low water requirements. ,
• Energy dissipators such as riprap will be installed at the outlets of new storm i
`� drains which enter unlined chznnels in accordance with applicable agency
� speciFcations.
� The phrase "No Dumping - Only Rain in the Drain" or an equally effective pluase
appmved by the County/Cibj NPDES Advisory Committee will be stenciled on
catch basins to alert the public as to the destination of pollutants dischazged into
stormwatec '
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Poqmn ol P�o�eet Expected :o be ��
Gratle� Prioi m Janva�y t1, 1998 ,� � � �./
. , � / ,�. ' '�.
� Patlon ol Pmiect Exoectcd io flemain � . • �:�� /i � /� �!.
Ung�aded u ol Jarua�y 31. 1998 � ,, v .� i
O Draina e N Io remain � �� .
9 i i/i7
ung�atletl. ' i % �%
Appioxirnare Locauonz lor On-Siro ' �/ '- ' '. /j I
FaciGries m Treal Nuisance Flows and '�' /� �
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� Site Plan GLENN LUKOS ASSOCIATES
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c��'/ v 3- /2 �l,c c�L
� GLENN LUKOS ASSOCIATES
,,
Regulatory Services
— September 19, .996
Jim Delhamer, President •�� �
— Newland Associates �� s ����C�
9404 Genesee Avenue � � G
Suite 230 �
— I.a Jolla, California 92037
— SUBJECT: Summary of Authorizations Obtained for Paloma Del Sol East
�
Dear Mr. Delhamer:
_ As you requested, the following is a summary of the authorizations that we obtained on your
behalf for impacts to jurisdictional streams and wedands at the Paloma Del Sol East project in
Temecula, Califomia. Three authorization aze xequited and each has been issued or waived. A
discussion of each follows:
• 1. U.S. Army Corps of Engineers
Pursuant to Section 404 of the Clean Water Act, the U.S. Army Corps of Engineers (Corps)
regulates discharges of dredged or fill material into waters of the United States. The project, as
— finally designed, impacts 4.95 acres of such waters, most in the forin of dry, relatively
unvegetated azroyos. By letter dated August 26, 1996, the Corps verified that the proposed
impact to 4.95 acres of jurisdiction waters is authorized by an existing natiomvide permit
— previously issued by the Corps. The letter from the Corps [E�chibit 1] requires compliance with
four conditions as stated on page three of the letter. Authorization under the nationwide permit
expires on January 21, 1997; however, if work within jurisdicdonal waters begins prior to January
— 21, 1997, then the work is grandfathered and may continue for an additional yeu (i.e., until
January 21, 1998).
' 2. Sao Diego Regional Water. Quslity Control Board
Secrion 401 of the Clean Water Act requiras that any discharges of dredged or fill material within
— waters of the United States, requiring a federal licease or pecmit, be certified as to meeting state
water quality standards. In Califomia, the certification is issued by the various Regional Water
_ Quality Control Boazds. Application- for certificarion was made to the San Diego Regional Boazd
on June 12, 1996. 'On August 27, 1996, Greg Peters of the Regional Boazd issued a verbal�
waiver certificaUon for the project, lazgely due to the addition.of infiltration basins incorporatedj
into the final design! Exhibit 2 is a list of San Diego Regional Boazd Actions for the Month of
• -
23441 South Pointe Drive � Suite 150 � Laguna Hills, California 92653
Telephone: (714) 837-0404 Facsimile: (714) 837-5834
Jim Delhamer, President •
Newland Associates
September 19, 1996
Page 2
August, 1996 with a signed note from Mr. Peters stating that certificaGon for Paloma del Sol East
was waived.
3. California Department of Fish and Game
� Section 1603 of the Califomia Fish and Game Code requires that any person wanting to perform
work in a streambed must notify the Department of Fish and Game (CDFG) and come to an
agreement as to how to minimize impacts. A draft agreement was provided to us on September
— 6, 1996. In coordination with Dee Sudduth of CDFG minor changes were made to the language
of the agreement. You signed the revised draft agreement on September 10, 1996 and Ms.
Sudduth counter-signed the revised agreement on September 12, 1996: Exhibit 3 is a copy of
the fully validated 1603 agreement. The agreement is valid undl June 30, 2001 and can be
extended an additional two yeazs to June 30, 2003.
If you have any questions, please call me at (714) 837-0404.
_ Sincerely, •
GLENN LUKOS AS OCIATES, INC.
� ".. �
— Glenn C. ukos
President
— s:0163-12k.ltr
cc: Dennis O'NeiUMazk McGuire
— Dean Meyer
_ •
Daan • ot 5 (5-26]-961
• ^ 72. 8truccuree and eesoclated roateriale, fncluding debria, not deoigned to
withatend high aeaeonal flawe ehall be ramoved to areae ebove the high vrataT mark
bmtore euch flovs oecur.
2�. No mquipmant maintenanoe ehall Ee done within or near eny atream chuinel or
lake margin where patrolaum productn or other pollucante from the equipment msy .
encer theae area. under any ilor.
1<. The operator ehall camply rith all litter and pollution lawe. All
contractore, aubconcractore and employeea ehall aleo obey theae lave aad it ehall
be the reeponeibility oE the opezator to eneure co�liattce.
25. The clesa-up oE all pollution apille ehall begin immediacely. The Operacor
ehall notily the Dapartment iaonediately of any eDills and ehall coneult with the
Department regarding clean-up proceduree and requirementa.
1s, nll debrie, bark, elaeh, enaduet, rubbiah, silt, cement or concrete or
waehinge chareof, aeyhalt, painc or other coating material, oil or other
pecroleum producta, or any other aubatancea zeaulting froa project zelnted
_ activitiee ahich could be hazardoue Co aquatie lifa or watera of the atate, ehall
be prevented fran coneamiaating the aoil snd/or entering the vatere ot �ha etate.
xone o! theee mrteriala ehall be alloved to anter istcn or be pinced vithin or
vhere they may encer or be aaehed by rainfall or runoff ineo vatera oP the atate.
_ When operationo are completed, any exceee matariala or debrie ehell be removed
fraa the wrk area. No rubbiah ehall be depoeitbd within 150 2aet of the high `
water mark of my atrenm or lake.
_ 27. All provimioae of thia aqreement remaia in force througheut the carm of tho
sgreemeat_ Any proviuione of tha agreement may be ameaded o�C, the agreemeat may
be tenninated at any time provided euch amendment and/or eerminntion ia agreed to
in eriting by both prrtiea. Mutwlly approved amendmenCe become paYt of the
original aqreement and ara essb]ect to all previously neqotiaEed provleioits. --
• 28. IE che Operator or any oE [ha iadividuala mentimied above, vlolate any of
che terme or conditione of thie agreement, all rork ehall terminate immediately
and ahall not proceed until the Department haa taken all of its legal actioaa.
19. The nepaztment reeerires the right to enter the pro�ect eLte at any time to
eneure compliance with terme/conditione of this agreement.
— 30. Tha pperator sha21 provido m coyy of thia sgroaIDOnt to ail coatraatorr, �
0ubaon[zaotosm, mnd tha Opmrutor'n yro]set �uyarvisozs. Copio• o! t6o agraenent
ehall b� rosGily ava11ob1• at wrk oltas at ■11 tlmem durlag yoziodm oC netive
.eork end muot be preaented to any Daynztment pereonnel, or pereonnel from another
— egency upon demand.
]1. Tha Operotor ahall notify the Department, ia ariting, at loamt Lir. (S) Caye
yrlor to initiatien o! aoaoGruction (yrojoctl aativitloa. .nd et lsast livw (5)
— days prior te caaapl�tioa ot aoantruotion SD=ojaet) aatl�iti�a. Notilicption
ahall be oent to the Department at 3�0 colden shore, 9uite 50, 1.ong 8each, CA �
90802, Attn: Snvironmental 9erviees.
— 32. Tho Deparcrosnt reeezves the righe to euepend and/or revoka thia agreemenc if
the Department determinee that the circumetancea xarrant. The circumstancee that
could requice a reevaluatiori include, but are not limitad to, the f011ovimg:
a. Pailura to comply wich the cerma/condicione of thie -�
— aglcuao�ea[ .
b. 'fhe iafora�ation grovided by the Operetor in eupyort of the
Notificmtioa/Aqreemeat ie detexmined by the Depnztment to be �
iacomplete, or inaccurace.
— c. v�hen nev iatormaCion lxcomee available to the Department �
repzea�ntativefel [hat wa not knovn vhen preparing the
oriqinal termelconditione of thie agreement. -
d. The yrolect ae deOCribed in th0 Notification/Agreamen[ hae
� changed, or conditione affeeting fieh and rildlife reeourcee
ehaage.
Vwae 5 01 5 [S-]6]-96)
� •
mmvlaad 88000imtoo calitoznia DoparCm�mnt e!
rima a,aa a�
— Same� Delhamn�r �ee sudduth
- �. 4 6 • �,�.-� 9 �2 t�O
(s ture da le gnarure te
— ttnvf+rm�wnta3 BpACim7�iet IIZ
(Citlay (tit1G1
�
.. •
•
i. Tha Co11ow1ng provieiona coneticute the limlt o[ activltie• sqreed to and
— reeolved by thle aqraement. The eigninq of thls aqreemenc doea noG imply that
Cha Operetor ie precluded trom Coing other activitiee at the eite. Noaever,
' activieima not mpaci[ically mgraed to md resolved by Chie agreemuat, ahnll ba
aubject to separate notification pureuanG to Pieh and Game Code 1600 et eeq..
• 2. The Operaeor propoaee co altar tha tolloving etreambed: ypp��, to pertone
Che follwinq vork: Conetruction of a mu2e1-uee development o! reeidentinl
coamunity sad coemerae ceater coneleting oF aingle end mulci-fumily units on 809
_ acrea, ao dameslbaQ ia tha au�rtiCted npplicatioa. the project rill is�acte 16
eandy bottomed drainagee. Total CDPG juriediccion within ehe project eiea ia
npproximately 5.59 acres. Project impacte include 0.90 acre of rlparian aad 6.69
acrea ot tmvegetated eaady bottom streambede.
3. The aqteed vork includea aceivitiea aaeociated vith Ito. 2 nbovm. rha pro�ece
area is locatad ia Ghe lollovinq sereambed �+++��*�d aer�pme, Riverslde County,
located ayproximately aa tol2ove: ayproximately-�2.5 milea eaet of Z-15 Preevny
and imnediately north oE State Nighvay 79. Section , Tovnahip 8 S, itange 2
"- M, IIso6 Mrp pecdanga aad eachelor Mountain.
Specific aork ateaa and mitigation meaeuree ara deecribad oa/ia tLe plane and
documente avbmitted by tha Operator and et�all be implemented se yroyoeed, unleea
directed diPferenGly by thie agreement.
•. The Operstor ahall requeet an nxteneion.of this agreemant prior to ita
termination. Actenalone may be granted for up to 11 moathe from the data of
tezmination of the agreeiaent end are eubject to Departmental approval. 'rhe
— eztenaion raQueet anQ leea eAall be sulxnitted to eha Depazta�mt�e Region 5 office
ae the abova eddreea. if the operntor faila to requaat the Px[eaaloa pzior to
the agzeemea[•e tezmination, ehen the Operator ehall eubmit a aev notiticstion
..ith leas and requirad intosmation to the Depax�tment. Tha opmrmtor m�. roquoat
— uy to two o�ctonoion(a) o! tht■ ngrocrosnt. My aceivitiee condueted uader us►
,explred aqrmammnt are a violation oF Piah i 6am! Code Sectlon 160o mt.aeq..
5•. Tba Oparutor castltioa by oiqaing !hi• agre�mnt t3at tLo proima! aito bna
— bomn oursmYod ond shall nbE ia�act aay rarm, throatoaod or ondmugaeod opmoioai or
thm Oporaeer eort3Fima thne sueh a aurvmy. ie aoa roeYuirod !or [ho yroyoso8
yrnj�ct. 2! rer�, throotmnoC or oa8mayorod opoeioo occur v.11.hin tho yroqoeafl
wrk msoa, or coald bo impactod by ths wrk propeaod, t310 agrom�ont mhall'noe bo
vnlid oad thm Ogosator pl�11 not proeoad rith tha projeae uatil tLo Opozator �'
• aonoul�s vith !hm aepns t m�ob tnina rm Sre 9e to nnd/or � �o ( �
ao�ta�eXCept��i�+� 3K�whtchs►wn bc hand�e� �n�e�t�e 5��v¢rs�.eau.� H��{�'
Coh3tN4'�aN R9l.NGy�S QKMi SKR inke. � L�c
— 6. The Opera[or shall svoid impacte to Drainage N, ss identifiad ia the
eubmitted spplicstion. '!§�a Operator ehall take neceeaazy precautioas to avoid.
aensitive habieate within thie area. -- �- -- _-
� r � � �
C4usc �0 6e �ervrL
— ,7•`�� As'initlgation'Eor-ie�acte to Ot9o�acregioL riparian vegetatioa�amd ��.69 acrae
o!'aeia'onal atreambed, Operator.shall � � 9 a acree of +
'Creek�lity riparian habitat identified as•willor�woo3landa in ,,�
„ ' , � K iY S
�' -- - '� Qt t otd . 1'C�2A � -.�-....: - �...` . .___, � /
— -�.. _, e �nt . m� � d a. p p l, __ , //��((��
8:" Prior to DecemLer 1996,'the erator atiall'recbrd a con'ser`aEion eaaeinent on �
�P - ,
theA rty. - .._. �_ • � , . . ... _
ry1T1��bN'
— 9 : --2 he - yroyasty'Ydentxfied-in the� eppPicetion ae the paeeo aha2l.be
�designed.ueiag_p2ants native to the_area. � . !
__.. - -- -�Twna�..L -
. T0: "The Operatoi�ahall'�implemenc;=ehe� ,�
_ tresement proqzam Sncluding the conetivetion ol.the�iafilttation baeiAa asid'f
,treache��ae.deaczi5ed_in :the`eubmitted�apyl"icatioa�:� •- � ' � . .'�-1
21- in eho�e project areaa whera aeatinq birde may occur, che Operetor elther
_ ehall not remove yotentisl neeting riparian vegetation fram ttarch 15 thzough Su2y
30, or aLall marvay all potentisl neeting riparian vegetatioa rithln the pY0]eCt
alta for active bird neata. If an active bird neat �e loca[ed Che aest site
afull ba Plagqed or etaked a minimum.of 5 yarda in all directiome, and thie
_ flagged zon• ahnll not be dieturbed until the naet becomes Saactive, unleee
o[hasviaa directod by tha Dspartment (ref.: Pieh end Oame Codeo 3503, 1503.5)'.
�
� Paas 3 of 5 (5-7fi3-96}
12. 'She removal oz dieturDance of eoil, vegeeaGion aad vegetative debzie lrom •
_ the etre�mbed or bank ehall not exceed che limita approved by the Department, or
ae deecrlhed in the aubmitted applica[ion.
13 AclAB oi d�eturbed eoila aith elopea toxard a atream ehall be etablliaad to
reduce arosion poter,tial. Mhere poaeible, ecabilizstioa ehall include the
— ravegetation of acripped or exposed areae with vegecation native Co cha area.
Plancing, eeedinq and mulching ie condiCionally accepcable. 9fhere euitable
veqetation caaaot reasoaably be expected to become eetabliehad, noa-arodiDle
materisle may be uead for auch etabilization.
14. Vehiclee �eMll not be�driven or equipment oparated !n vater covered yortiona
ot a otream or lake or in vetted areas, or where wetland vegetation, riparian
vegetacion, or aquatic organiams may ba deecroyed, excepc aa ochezvriae provided
� for in the agree�oent and ae neceeeary to complete authorized vork.
i5. If s etreem channel hae heen nitered during project operatione, i[e lbr flov '�.
channel ahnll�be returned ae nearly ae poseible to pre-projeet conditione wichout
— creacing a poeeible futura etreambed or bank eroeion problem, or a fZat vide
channel or sluice-like azea. The dieturbed port3oae of any etream chanael vithin
the Aigh watar mark of the etream ahall be reetored to ae near original condition
as poeeible, except ae o[henriee indicated in the eubmic[ed appllcation or ae
— directed by che Oepartment.
i6. F111 leagth, vidth, and height dimeneiona ehall not exceed thoae of the
� original inatallstion or the origina2 nacurally oceurring topography, cantour,
— aad elevation; [ill ahall be limiced to the minimal emount neceaeary to
accomplish the egreed accivitleo: lill conaeruction materialn other than on-eica
� alluvittm, ahall eonalet of clean uncontamitiated soil, allt-frea gravel, and/or ;
river roek; except ae deacribed in the eubmiteed applicatioa or ae otherviee
._ epeciPled in thie aqreement.
17. Veqetation zemoved from che eite ehall not be etockpSled in the •
etrewmbed/creak or on ita 2�arilc. rhe eitea selected on vhich to pueh thia
_ material out of the etream ahould be ealected in compliance vith the other
provielons of thie agraemant. orhere poaeible. euitable brueh piles may be Ieft
to provide wildlife habieat_ . '
_ 16. This Agzsemeat doee aot authorize the construction of any tem�orary or �
permanant dam, etructure, flaw reetriction or fill, axcept sa deecribed in the
Operstoz'o notitica�ion. Any cemporasy dam, aitificial obetruction, or other
flov divesaion a2u11 be conetructed from materiale, auch ae clean grovel or
_ eandbage, vhich wlll aauee lictle or no e1lGation. Zf neceeaary, flow divereiona
ehall be done in a manner that ehall prevent pollution, minimize ailtation aad
which ahall provide flowe to dovnetream reachee. ' Plowe to dovnetream reachea
eha21 be pravlded during all timea that the nacural flow would have eupported
_ aquatic life. 6sid flowe ahall be of aufficient quality and quaatity to aupport
exieting aquatic life both above and Delo:+ the diverslon. Nozmal flova ehall be
reatored to the ecream ifmnediacely upon completlon of wrk at that location.
19. Precautione to minimize turbidity/eiltatlon ehall be taken iato accovnt �
� aurinq projact ylanning and implemeneacion. Thia may requize that the work aite
be ieolated and /or the conetruction of ailt catehmeaG basina, eo Chat ailt, or
o[har deleterioue maceriale are not allowed [o pase to downetteam reachee. 'che
, placement of any etructure or maCeriale in the etream Eor thie yurpoae, not
1AClllded iq thC originel yro]ec[ daecriptlon, aha�l be coOrdinatad qith the �
Department. CoardlnaCiOa ehall include the negotiation of sdditiOfial agzeemeaC
provielona. �
— 20. IIpoa Dap4rtment decacmiaation chat turbidicy/eilCation Levela reeultinq fzom
project related activi[lee cona[itute a threat to aquatic life, ACCivitiee
aeaociated vith [he tUrbidity/ailtation, ehall be haltad untll effective
Dapsrtment apytoved control devlcea are Snstalled, ot abatemant prOCeduz'ee aYe
-' lnitiated. �
21. 8po11 eiteB ehall not 6e Iocated wlChln a etream/Lake. vhere eyo11 can be •
weehed back into a acream/lake, or rhere ic will cover aquaeic or rlparian
— vagetation. The Opezator may remove all human qanera[ed debrie, euch as lawn and
fazm cuttingo, gezbage and traeh. �
FAX COVER SH�ET '
� GLENN LUKOS ASSOCIATES '
Regulatory Services
PROJECT NU�IQER: OI E3OOI ZNE WL '
TO: Jim Delhamer '
Dean Meyer ',
John YeagedMark McGuirelDennis 0'Neil
David Shen/Rick Robotta ������� ,
FROIYI: Glenn Lukos �
�
DATE: September ] 3, 1996'
RE: CDFG Agreement
PAGES: 6 (including this cover)
i
COMMENTS: Attached is the fully siened and validated agreement from CDFG. Please
keep this in your files. I will prepare a permit book for Dean Nleyer to
keep at the site. '
•
i
�
i
�
•
23441 South Pointe Drive ■ Suite 150 � Laguna Hills, California 92653
Telephone: (714) 837-0404 Facsimile, (714) 837-5834
CAI.I60954IA DSPAR1PfHN'[' OP PZBH AHD GM1E � .
370 dolden Bhare, 8vite sa '
L,ong Beach, CaliEOrnia 90902 •
NotiEication Ho. $�63-96 Paae 1 Of S ,
ApA➢�IIIIti REOARDZHf3 ➢AOP08SD BTRSATi OA LASE ALYi3RRSIGQ ...
T7SZ3 AOABEFffi`17, encered into betveen tha 9tate of California, Department of
Pieh asld Uame, hereinafter called the nepart�at, and neme: Jamae M. Delhamer, '�..
- title: DreoiQe�t, zepreaenting: Newland Aeeociatee - Cal Palo�ma Dal 901, LLC, :
addreee: 9lOa Oaneeee Aveaue, 9uite 230, Ia Jolla, California 92037, phonm: ���.
(619) 455-7507, County of 6an Dieqo, 6tate oL Ca1l�rnia, hereznaitei called .
the Oporator, 1e ae £olloma: -��
wHHRaAB,pureuant to &ection 160] of California Pieh and Oame Code, the �',.
Operator, on the a7th day of June, 1596, notitied the Depnrtmant thac thay
Sntend to divert or obetruct [he natural flow of, or change [he bed, channel,
or bank of, or usa macerial from the etrcambed(s) of, the folloxing veter(e}: �...
unnsmed etreama oE Rivareide County, tributary to Temecula Cregk,
located 2.5 milen eaet oE 5-15 Freeway and north of SH 79. 6ection I
'townehip a 8, Rnnge 2 W, II603 Map: Pechanga aad Bachelor Mouatain. ,
➢IRSRHAB, ths Department (represanted by Dea 9ud8uth, who ria made an
inepection o! eubject area on the � day of , 1996} hse
dncermined thnt euch operatione may eubetantially adveraely e eat euieting
fieh and vildlife reeourcea including: thoaa �oagbirde, rcytore, othor birdo, -
mnamalo, reptiloa, a�ghibianp, planto, and all othor aquatia roaourco■ nnd ''�...
vi1Q11i• in Chm otroawbad/lalca aad aoeoointod aucaa alLaatoQ by the px'op000fl .
yroiaat in thio aQrmamoat.
T7IBAHPOAB, tha Department hezeby propoaee meaeurea co protect Pieh and �.
wildlife reoourcee during tha Operator�s work. 2'he Operator hereYty agreea to '�,,
accapt [he folloving meaauree/conditione ae part of the propoead vork. '
If tha Oporator's vork changee fran that etated in the notificatloa epeciEied •
ebove, thia agreemenC ie no longer valid and a new aotifica[ion shall be�
suGmitted to the Department of Fiah and oame. Failure to comply aitII the �
proviaioaa of thie agreement and vith other Dertinent code aectione, ineluding '���
but not limi[ad Co Pisb and Game Code Sectioae 5650, 5651, 5937, and 59d6, may .
reeult in proeecution.
xothing in thie agreemant authorizoe Che Operator to treapaee on aay land or
pzoperty, nor doee it relieve the Operator of reaponeibili[y for compliance
with applicable federal, etata, or local lawe or ordinaneea. A conauxmlatad ,...
agraement doee not conetitute nepartment o£ Fieh and Oame andoraement of the '��,
propoeed operucion, or aeeure the Departmant's concurrenca with pexmite �'��,
required Lrom other agenciae. j
TF[IS A(iRSffi4�2�Tf B&COH89 HFFECTZVE ON pATE OF D6PARTMBNT'9 SIplA't'[1R& J1ND .
TSRMIHATES Jtrne 30, 2001, for the propooed project only. The operator may -.
requeet an extaneion of tha agreement annually tor a 12-month perlod i! �,
addi[ional conetruction time ie neceseary. Tha exteneion ehall be requested '�
prior co the termination dnte of the agreement. This agraemeaC ahall remnin '
in etfec[ for [hat time neceeeaxy to eatiefy the cerme/conditione of this '�,
agrearttant . . '..�,.
, i
� •
Paae 2 of 5 (51�1_�_41_ ���
� gT[tgylt4gEp ALTERATION CONDITLON9 POR NOTLPTCATSON NOFffiSR: S-a63-96
1. Tha folloving Drovieionn conetitute the limic oP activitles agread to nnd '�.
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