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HomeMy WebLinkAboutBook 15 Page 726 WQMP Dalton 3 Building DALTON 3 MIXED-USE BUILDING Water Quality Management Plan Fo r: BILL DALTON 419115TH ST. SUITE 302 TEMECULA, CA 92592 DESIGN REVIEW NO. PA 06-0037 Prepared for: BILL DALTON 41911 5TH ST. SUITE 302 TEMECULA, CA 92592 (951) 491-7777 Prepared by: HECTOR CORREA, RCE PRINCIPAL HLC CIVIL ENGINEERING 28362 VINCENT MORAGA DR. SUITE C TEMECULA, CA 92590 (951)506-4869 VOICE (951)506-4979 FAX WQMP Preparation Date: September 10,2006 Activity Number: LD06-058GR DUE-DA EE '� � City of Temecula - Public Works Department Land Development Division Plan Check Transmittal- 4th submittal To: NPDES - ?? f-t-Pu Date Sent: -`7 c(-CL-V b Legal Description:41955 5TH ST TEME Location: FIFTH ST 41955 Project: DALTON III BUILDING Planning Application Number: PA06-0037 Type of Plan: Planning Application grading plan Return comments to: Reza James CLEARED NOT CLEARED Comments: Signed: _� � Date: W:�'1_ER QUALITY MANAGEMENT PLAN CHECKLIST Puhlic Works Department NI'DI S Pro-rain • 43200 Business Park Drive, 'Femccula,CA. The purpose of this checklist is to provide a format for uniform, 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 LIST THE FOLLOWING INFORMATION) MURRIETA CREEK Section I. Watershed and Sub-Watershed: Santa Margarita River and Section II. Land-Use Category (from Initial Checklist): MULTI-FAMILY/COMMERCIAL Section III. Pollutants (expected and potential): SEDIMENT/TURBIDITY NUTRIENTS TRASH & DEBRIS ,OXYGEN DEMANDING SUBSTANCES, BACTERIA & VIRUSES, OIL& GREASE AND PESTICIDES • Section IV. Exemption Category (A, B, C, or Not Exempt): NOT EXEMPT Section V. Treatment BMP Category(ies): BIO-SWALE Section VI. Party(ies) responsible for BMP maintenance: PROPERTY OWNER Section VII. Funding source(s) for BMP maintenance: PROPERTY OWNER NOTES: (a) The WQMP will NOT be accepted unless all of the items requested above and throughout this checklist are completed. (b) Section VI must be accompanied by notarized proof of the entity(ies)assuming direct responsibility or oversight for the long-term maintenance of the BMPs. (c) Section VII must be accompanied by notarized proof demonstrating the funding mechanism(s) proposed (i.e. Assessments, Homeowner Association, Property Management, etc.) for the BMP maintenance. Is Pagel of 5 `.1111 h WATER QUALITY MANAGE:Nil"NI. 1'I,AN CIIECKLISI• Puhlic Works Department • " NPIA'S Program 43200 Busincss Park CA. Requirement Satisfied? VIOIAP REQUIREMENT Yes No Not Applicable Title Page . Name of tro'ect with Tract.Parcel,or other I.D.member OwnerlDevelo er name,address&telephone number 0 0 ConsultimVEnizineering fimt address R phone number 9 0 0 Pre arer's Registered Professional Engineers'Stamp and Signature 0 0 Date WOMP was prepared 0 0 Owner's Certification Signed cettifirnion statement Table of Contents Complete and includes oll figures,Appendiecs iA-H),mid design workshects-_ Section I.Project Description(in narrative form) Project locmion 0 0 Pro6ect size (to the neatest 1/10 acre) 0 0 Standard Industrial Classification SIC Code 0 to Description and location of facilities ® 0 0 • Activities,locations of activities,materials and products to be used and stored for each 0 0 activity and at each facility,delivery areas,and what kinds of wastes will be generated Project watershed and sub-watershed 0 0 Formation of a Home Owner's Association or Property Owner's Association 0 0 Additional permits.�appropals required for the project including: • State Depanment of Fish and Game, 1601 Streambed Alteration Agreement: • State Water Resources Control Board,Cican Water Act(CWAI section 401 0 0 Winer Quality Certification; • US Army Corps of Engineers,CWA section 404 permit: • US Fish and Wildlife,Endangered Species Act section?biological opinion: • Municipal Conditions of Approval(Appendix A). Section 11.-Site Characterization in narrative form Lind use designation or zoning ® 0 0 Current and proposed property use 0 0 Soils report (Appendix E).(Note: A soils report is required if infiltration BMPs are 0 0 utilized( Phase I Site Assessment or summaries of assessment or remediation(Appendix H) 0 0 Identification of Receiving waters(including 303(d i listed waters,Designated ® © 0 beneficial uses,and any RARE beneficial use waters)and their existing m airments • Page 2 of 5 .., ` t WAl TR QUALITY 19ANAGFINI ,:NT PLAN CHECKLIST Public Wiirks Wpartmcnt N11D S Pv-4wi-am • 7 432O0 Business Park Urivc.'fcmccula, CA. 719 Requirement Satisfied? WOMP REOUIREh9ENT Yes No Not Applicable Section III: Pollutants of Coneem(in narrati�eform) - Potential and expected pollutants from the proposed project ® Q Presence of legacy pesticides,nutrients,or hazardous substances in the site's soils as a result of past uses Section IV,Hydrologic Conditions of Concern(in narrative form) Conditions A,B.or C exempt the WQMP from this section If the project is not exempt, evaluation of impacts to downstream erosion cr stream habitat discharge flow rates, velocities, durations, and volumes from a 2-year and 10- Q Q year,24-hour rainfall event is included Section V.Beat Idanagement Practices YI.Srre Design BAIRs Table I.Site Design BMPs is complete Q Q • Narrative describing the site design BMPs proposed for the project 0 Q Narrative describing the she design BMPs that were not applicable and why they ® Q cannot be implemented Narrative describing how each individual BMP proposed for the project will be implemented and maintained• including inspection and maintenance frequency. ® Q Q inspection criteria•and de responsible entity or party Site Design BMPs shown on the WQMP Site Plan(:Appendix B) ® Q Q P2.Sow-ce Control BAIPs Table 2.Source Control BMPs is complete Q Q Narrative describing the source control BMPsproposed for the project Q Q Narrative describing the source control BMPs that were not applicable and why ® Q they cannot be implemented Narrative describing how each individual BMP proposed for the project will be implemented and maintained•including inspection and maintenance frequency, Q Q inspection criteria,and the responsible entity or party Structural source control BMPs shown on the WQMP Site Plan(Appendix B1 ® Q Q Copies of Educational Materials(APpendix D) VS. Ti,ennvenl Control BMRr Table?.Treatment Control BMPs is complete ® Q Q • Page 3 of 5 "t WATER QUALITY IMANACENIEN'1' PLAN CHECKLIST Public Wnrks Department ry•, NPDFS Pro-rrtun • 4321111 Business Park Drive, 'I entectila.CA. Requirement Satisfied? WOMP REOUIREMENT Yes No Not Applicable Narrative describing the treatment control BMPs of medium or high effectiveness o proposed for the project 19 Narrative describing how each individual treatment control BMP proposed for the project will be implemented and maintained,including locations,sizing criteria, C O inspection and maintenance frequency,inspection criteria,long-term O&M,and the �a responsible entity or piny Treatment Control BNfPs shown on the AQMP Site Plan(Appendix B) © O Copy of the property/project soils report(Appendix Ey (Note: This requirement O applies only if infiltration-based Treatment Control BMPs are utilized) Calculations forTreatmtent Control BMPs(Appendix F) 0 O 114. Equivalent Treauriesr Control Ahernaritrs Narrative describing equivalent treatment control alternatives ® Q Q Calculations for Equivalent Treatment Control Alternatives(Appendix F) P5. Regionally-Based Treamierr Control B;Ws Narrative describing regionally-based treatment control BMPs ® 0 0 • Calculations for Regionally-Based Treatment Control BhIPs(Appendix F) O O Section VI.Operation and Maintenance(08M)Responsibility for Treatment Control BMPs BMPs requiring O&M are identified o Description of O&Ivf activities, the O&M process, and the handling and placement of any wastes BMP start-up dates © O Schedule of the frequency of O&M for each BMP ® 0 Q Parties respaasible for O&M © 0 Notarized proof of to entities responsible for O&.M (Appendix G) O Inspection and record-keeping requirements for BMPs including responsible parties. a 0 o Description of water quality monitoring,if required Section VII.Funding Notarized proof of the funding source(s)for the 0&M of each Treatment Control BMP Q 'Appendix A i8ection 1) Complete copy of the final Municipal Conditions of Approval O Q Appendix B. (Sections I and V) . Vicinity Map identifying the project site and surrounding plaunarg areas • Pa" 4 of 5 WATER QUALITY NIANAt-:ENIENT PLAN CHECKLIST �4 Public Wnrls Department NI'DP.S Pr(,-rain • 43200 Busincss Park Drive. 7 cmcctila, CA. 19y9„^• • Requirement Satisfied? WOMP REQUIREMENT Ves No Not Applicable Site Plan depicting the following project features: Location and identification of all structural BMPs, including Treatment Control ® Q Q BMI§. Landscaped areas. Q Q Paved areas and intended uses. Q Q Number and tvpc of structures and intended uses. fie: buildings,tenant spaces, ® Q dwelling[nits,community facilites such as pools, recreations facilities,tot lots,etca Infrastructure(ie:streets.stems drains,etc.Ahat will revert to public agency Q Q ownership and operation. Location of existing tmd proposed public and private storm drainage facilities including catch basins and other inlcUoutlet stmcturca.(Existing and proposed Q Q drainage facilities should be clearly differentiated.) Receiving Waters locations that the project directly or indirectly discharges into. ® Q Discharge points where onsite or tributary offsite flows exit the site. ® Q Q Proposed drainage areas boundaries,including tributary offsite areas,foreach location where flews exit the site. (Each tributary area should be clearly denoted.) • Pre•and post-project topography. ® Q Q Appendix C (Section IV) Supporting engineering studies,calculations,reports,etc. ® ® Q Appendix (SectionV), Educational materials proposed in implementing the project-specific WQNIP Q Q Appendix E,(Sections ll and VI s _ Summary of Soils Regan information if infiltration BMPs are proposed © Q Appendix F (Section V) Treatment Control BMP sizing calculations and design details ® Q -Appendix G (Sections I and VI) CC&Rs,Covenant and Agreements,or other mechanisms used to ensure the ongoing ® Q operation,maintenance,funding,and tmnsfer of the WQNIP requirements Appendix H (Section II) ` Summaryof Environmental Site Assessment,Remediation,and Use Restrictions. Q Q (End of Checklist) • Page 5 of 5 c '�6t TP�i WATER QUALITY MANAGEMENT PLAN(WQMP) INITIAL CHECKLIST Applicant Name: b a Ivsv � Planning Application Number: 1 �T6 � '3 Project Name: Does the proposed project incorporate any of the following categories? Yes No (All questions must be answered) Modifications to Existing Developments—This category includes projects that create, add, or replace 5,000 sq. ft.or more of impervious surface on an already developed site. This category includes: (a)Expansion of a building footprint,or addition or replacement of a structure; (b)Increase in the gross floor area,or major exterior construction or remodeling; 1 (c)Replacement of impervious surfaces that are not part of routine maintenance activities; (d)Land disturbing activities related to a structure or impervious surface. Note: if modifications create less than 50%of the impervious surface of a previously existing development, and the existing development was not originally subject to WQMP requirements, a WQMP shall be required only to the addition,and not to the entire development. 2 Residential Development - This category includes subdivisions of single-family homes, multi-family homes, uf) condominiums,and apartments consisting of 10 or more dwelling units. 3 Non-Residential Development - This category includes projects that create more than 100,000 sq. ft. of NO impervious surface. • Automotive Maintenance and Repair Shops-This category includes facilities engaged in general maintenance 4 and mechanical repairs;body and upholstery repair; painting;transmission and exhaust repair;tire servicing;glass repair. Restaurants-This category includes all eating and drinking establishments that create more than 5,000 sq. ft.of Sa impervious surface. 1) Restaurants creating less than 5,000 sq. ft.of impervious surface are only required to follow the site design and 5b source control requirements of the WQMP. Hillside Development — This category includes any developments that create more than 5,000 sq. ft. of 6 impervious surface, are located in an area with known erosive soil conditions, and where the project will require grading natural slopes of 25%(4:1)or steeper. Environmentally Sensitive Areas (ESAs) — This category includes all development located within or directly adjacent to or discharging directly to an ESA which either creates 2,500 sq. ft. of impervious surface or increases 7 the area of imperviousness by 10%or more of its naturally occurring condition. Note: "Directly adjacent" means within 200 feet of the ESA. "Discharging directly to" means outflow from a drainage conveyance system that is composed entirely of flows from the subject development or modification,and not commingled with flows from adjacent lands. Parking Lots — This category includes projects that create 5,000 sq. ft. or more of impervious surface for 1"1 S temporary parking or storage of motor vehicles. This category includes parking areas associated with any of the NV developments outlined above. Routine maintenance,including removal and replacement,is exempt. Streets, Roads, Highways & Freeways — This category includes projects that create 5,000 sq. ft. or more of 11� 9 impervious surface for transportation of motor vehicles. Routine maintenance, including removal and AAJ replacement,is exempt. 10 Retail Gasoline Outlets—This category applies if either of the following criteria is met: (a) 5,000 sq. ft. or more 1'y� of impervious surface,or(b)a projected`Average Daily Traffic'count of 100 or more vehicles per day. M/ • 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 2 Rev. 00 (03/05) • �,._. '� \ WATER QUALITY MANAGEMENT PLAN CHECKLIST Applicant Name: Panning Application Number: Project Name: Comments By Reviewer: • Reviewed By: Date Reviewed: Applicant Signature: The Riverside County Water Quality Management Plan guideline and template can be downloaded from the City's website at http://www.cityoftemecula.org/cityhaWpub_works/landDey/npdes.htm Page 2 of 2 Rev. 00 (03/05) DALTON 3 MIXED-USE BUILDING Water Quality Management Plan For: BILL DALTON 41911 5TH ST. SUITE 302 TEMECULA, CA 92592 DESIGN REVIEW NO. PA 06-0037 • Prepared for: BILL DALTON 41911 5TH ST. SUITE 302 TEMECULA, CA 92592 (951) 491-7777 Prepared by: HECTOR CORREA, RCE PRINCIPAL HLC CIVIL ENGINEERING 28362 VINCENT MORAGA DR. SUITE C TEMECULA, CA 92590 (951)506-4869 VOICE (951)506-4979 FAX qy� mod - 09s-7 • WQMP Preparation Date: September 10,2006 Water Quality Management Plan (WQMP) DALTON-3 MIXED USE BUILDING • ENGINEER'S CERTIFICATION "I certify under a penalty of law that this document and all attachments 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. H OR CWRR ate RCE 36306 EXP 6/30/08 VapiESSIO F y HECTOR 2 W LUCIO CORREA • No. 363C6 �F CIVIL ENGINEERING \P OF CpUE�� • Water Quality Management Plan (WQMP) DALTON-3 MIXED USE BUILDING OWNER'S CERTIFICATION This project-specific Water Quality Management Plan (WQMP) has been prepared for Dalton-3 Mixed Use Building by HLC CNIL ENGINEERING for the project known as Dalton 3 located at 41955 5th Street. The WQMP is intended to comply with the requirements of City of Temecula for development requirement for the preparation and implementation of a project-specific WQMP. The undersigned, while owning the property/project described in the preceding paragraph, shall 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 City of Temecula Water Quality Ordinance (Municipal Code Section 8.28.500) If the undersigned transfers 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 certify under penalty of law that the provision of this WQMP have been reviewed and accepted and that the WQMP will be transferred to future successors in interest." Owner's Signature Date Owner's Printed Name Owner's Title/Position Bill Dalton • CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Y;�-K?err '��S:cr�>..s�:cr��cS�••er.�. — - -.- —.— - -", ,sir.. - - I State of California I County of �IvJ�VS(GLJQ- ss. t i On Ct v before me, Date •� Name aM Tltle of Oiler(e g.,'I Dce,N'-, u�lic �l I personally appeared R)t Name�s�d Sigrer(s� t I � rsonally known to me ❑ proved to me on the basis of satisfactory evidence to be the person( whose name W is/9ftf' subscribed to the within instrument and _ JESSICA A.GUILLEN acknowledged to me that he/5Wt¢ey executed ��ee the same in his/ hh2r7�laelF Comm.61462306 authorized `Br NOTARY PUBLIC Vt capacity(ie0 and that by his/Oar/their' 1 I• San DiorCouaty '� signature(s) on the instrument the personK, or i I, MY Comm.ExpneeJan.13,1008'� the entity upon behalf of which the person(sY' acted, executed the instrument. l; WITNESS my hand and official al------ I, 'I OPTIONAL I' Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document' ( y Title or Type of Document:(�(/t oorzs t 1 Q.i�-�"l 17(,•U�-1'!�-`> '1 I' Document Date: Number of Pages: I' Signer(s)Other Than Named Above: I' l Capacity(ies) Claimed by Signer 'Signers Name: •I I, _ t' ❑ Individual Top of humb here ❑ Corporate Officer — Title(s): 1' ❑ Partner — ❑ Limited ❑General - ❑ Attorney-in-Fact ❑ Trustee I ❑ Guardian or Conservator ❑ Other: f I. Signer Is Representing: I �L•_-^��23cL�Z`a'c`rzi`�'22�=2�^rvT:'�^�L` `�'cZ`�i3��'r�,� _ _ _ _ "- _ - _"mot.__ _ • 1999 Naliorul NWary AsaoraWn 9350 De SMo Nve..PO.Box 2E02•CMlswonh,CA 913132ap2 wwn.,,albnalrotaryor9 PrW.No.5907_ Reorder:Call Tdl-Free 1- 876b827 Water Quality Management Plan (WQMP) DALTON-3 MIXED USE BUILDING Contents Section Page I PROJECT DESCRIPTION I 11 SITE CHARAC"I ERIZATION 4 III POLLUTANTS OF CONCERN 5 IV HYDROLOGIC CONDITIONS OF CONCERN 6 V BEST MANAGEMENT PRACTICES 7 V.] Site Design BMPs 7 V.2 Source Control BMPs I 1 V.3 Treatment Control BMPs 15 VA Equivalent Treatment Control Alternatives 17 V_5 Regionally-Based Treatment Control BMPs 17 VI OPERA"PION AND MAINTENANCE RESPONSIBILITY FOR TREA"I"MEN'r CONTROL BMPs 18 VII FUNDING 20 APPENDICES A. CONDITIONS OF APPROVAL B. VICINITY MAP AND SI-tE PLAN C. SUPPORTING DETAIL RELATED"1"O HYDRAULIC CONDI IIONS OF CONCERN D. EDUCATIONAL MA"IFRIALS E. SOILS REPORT Not INCLUDED; IFIUF RA]]ON NOT APPLICABLE, F. TREATMENT CONTROL BMP SIZING CALCULATIONS AND DESIGN DETAILS G. AGREEMENT'S — CC&RS, COVENANT AND AGREEMENTS ENSURING ONGOING OPERATION, MAINTENANCE, FUNDING AND TRANSFER OF REQUIREMENTS FOR THIS PROJECT-SPECIFIC WQMP Page i Water Quality Management Plan (WQMP) DALTON-3 MIXED USE BUILDING I. Project Description Protect Description Project development proposes 26,000 square foot mixed use development on 0.32 acres along the north side of Fifth Street, midway between Old Town Front and Mercedes. The project will be a three story building with 22 rental units on the second and third floors. The first floor will include 4,700 square feet of commercial/retail. The first floor also includes 13-space parking covered structure. At this time, commercial uses anticipated are general office, retail commercial, eating establishment and miscellaneous retail. Building/Paving area is 0.29 Acres with the remaining .03 acres being landscaping. Proiect Owner BILL DALTON 41911 5TH ST. SUITE 302 TEMECULA, CA 92592 951)491-7777 866) 697-3013 fax (951) 491-7777 WOMP Preparer HECTOR CORREA,RCE HLC CIVIL ENGINEERING 28362 VINCENT MORAGA DR. SUITE C TEMECULA, CA 92590 (951) 506-4869 VOICE (951) 506-4979 FAX Proiect size 0.32 acres Location of facilities The building and enclosed parking will cover the entire project except for hardscape and planter pockets along the front of the building and vegetated swales along both sides of the rear half of the building. Activities and location of activities The project will have activities associated with multi-family residential uses and commercial retail uses. Materials Storage and Delivery Areas Material storage and commercial deliveries are proposed and will be located in the covered parking structure not exposed to rain. Wastes generated by project activities -1- Water Quality Management Plan (WQMP) DALTON-3 MIXED USE BUILDING Normal household and Commercial Retail waste will be generated on-site. The project will have one covered trash enclosure to service the site. Project Site Address: 41955 5th Street, Temecula, CA 92590 Planning Area/Community Name: Old Town APN Number(s): APN 922-024-010 & 922-024-011 Thomas Bros. Map: Page 978 Grid H-1, 2005 Project Watershed: Santa Margarita River, Hydrologic Unit 902 Sub-watershed: Murrieta Creek Hydrologic Unit, 902.242 Project Site Size: 0.32 AC Standard Industrial Classification (SIC) Code: At this time uses not known but anticipated uses are general office and retail commercial. Possible SIC Codes are as follows: 5812 Eating Places 5813 Drinking Places (alcoholic Beverages) 5900 Miscellaneous Retail 1522 General Contractors-Residential Buildings; Other Than Single-Family 7380: Miscellaneous Business Services Formation of Home Owners' Association (HOA) or Property Owners Association (POA): A Property Owners' Association will be formed to maintain all BMP described in this WQMP -2- Water Quality Management Plan (WQMP) DALTON-3 MIXED USE BUILDING • Additional Permits/Approvals required for the Project AGENCY Permit required (yes or no) State Department of Fish and Game, 1601 Streambed No Alteration Agreement State Water Resources Control Board, Clean Water Act No (CWA) section 401 Water Quality Certification US Army Corps of Engineers, CWA section 404 permit No US Fish and Wildlife, Endangered Species Act section 7 No biological opinion Other (please/ist in the space below as required) SWRCB General Construction Permit No City of Temecula Grading and Building Permit Yes Riverside County Flood Control No • • -3- Water Quality Management Plan (WQMP) DALTON-3 MIXED USE BUILDING • IL Site Characterization Land Use Designation or Zoning: Community Commercial Current Property Use: Single Family Residential Proposed Property Use: Residential/Commercial Availability of Soils Report: No Phase 1 Site Assessment: No Receiving Waters for Urban Runoff from Site 303(d) List Designated Beneficial Uses Proximity to Receiving Waters Impairments RARE Beneficial Use MURRIETA CREEK PHOSPHORUS MUN, AGR, IND, PROC, RECI, REC2, WARM, NOT A RARE HU 2.52 COLD, WILD WATER BODY SANTA MARGARITA PHOSPHORUS MUN, AGR, IND, RECI, REC2, WARM, COLD, APPROXIMATELY . RIVER WILD, RARE 1.5 MILES HU 2.22 SANTA MARGARITA PHOSPHORUS MUN, AGR, IND, RECI, REC2, WARM, COLD, APPROXIMATELY RIVER WILD, RARE 7 MILES HU 2.21 SANTA MARGARITA PHOSPHORUS MUN, AGR, IND, RECI, REC2, WARM, COLD, APPROXIMATELY RIVER WILD, RARE 10 MILES HU 2.13 SAN"FA MARGARI"I A NONE MUN, AGR, IND, RECI, REC2, WARM, COLD, APPROXIMATELY RIVER WILD, RARE 14 MILES HU 2.12 SANTA MARGARrrA NONE MUN, AGR, IND, RECI, REC2, WARM, COLD, APPROXIMATELY RIVER WILD, RARE 28 MILEs Hu2.11 SANTA MARGARITA EUTROPHIC RECI, REC2, EST, WILD, RARE, MAR, MIGR, APPROXIMATELY RIVER LAGOON SPWN 28 MILES Hu 2.211 PACIFIC OCEAN NONE IND, NAV, RECI, REC2, COMM, BIOL, WILD APPROXIMATELY RARE MAR,AQUA, MIGR, SPWN, SHELL 31 MILES -4- Water Quality Management Plan (WQMP) DALTON-3 MIXED USE BUILDING III. Pollutants of Concern Urban Runoff Pollutants: POLLUTANT TYPE EXPECTED POTENTIAL LISTED FOR RECEIVING WATER SEDIMENTITURBIDITY X NUTRIENTS X X ORGANIC COMPOUNDS X TRASH & DEBRIS X OXYGEN DEMANDING SUBSTANCES X PATHOGENS ( BACTERIA&VIRUSES) X OILS &GREASE X PESTICIDES X METALS X Past Uses: The project site has been vacant land. No known hazardous substances have been used on the property. Therefore, legacy pollutants are not associated with this site. Pollutants of concern: Phosphorus is the pollutant of concern, since this site runoff will discharge into Murrieta Creek, and Murrieta Creek is listed on the 2002 303(0) as impaired for phosphorus. -5- Water Quality Management Plan (WQMP) DALTON-3 MIXED USE BUILDING IV. Hydrologic Conditions 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 time to reach peak now; 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 Project's 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 connections 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-Perm ittee. 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 project's runoff flow rate, volume, velocity and duration 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 prc-development conditions. This condition must be substantiated by hydrologic modeling methods acceptable to the Co-Permittee. This Project is 0.32 acres, therefore meets Condition B and is exempt from addressing downstream hydrologic Conditions of Concern. Supporting engineering studies, calculations, and reports are included in Appendix C. DESCRIPTION 2YEAR 10 YEAR 100 YEAR PRE POST PRE POST PRE POST RUNOFF-CFS 0.02 0.24 0.28 0.33 0.40 0.46 VELOCITY - FPS 0.36 0.95 0.36 0.95 0.36 0.95 VOLUME-CUBIC FT 2938 2523 4113 3480 5875 4944 VOLUME-AC FT 0.067 0.058 0.094 0.080 0.13 0.114 DURATION- MIN 10.2 7.30 10.2 7.30 10.2 7.30 -6- Water Quality Management Plan (WQMP) DALT6N-3 MIXED USE BUILDING V. Best Management Practices VA SITE DESIGN BMPS PROPOSED PROJECT BMPS This Project is 0.32 acres, therefore meets Condition B and is exempt from addressing hydrologic Conditions of Concern. 1. Walkways will be a minimum width allowed by the City. 2. Driveways and parking lot aisles will be held at the minimum widths allowed by the City. 3. Project roof drain will first flowing across permeable vegetated swale before draining onto driveway. PROPOSED PROJECT BMPS MAINTENANCE The BMP's will be implemented by the project developer prior to sale orany unit. Maintenance and Inspection will be the responsibility of the Property Owner Association that will be formed prior to the • sale of any units. Inspection for all BMPS proposed will be conducted quarterly and after each major rain storm. CC&Rs will be implemented to precisely describe maintenance and inspection schedule. -7- Water Quality Management Plan (WQMP) DALTON-3 MIXED USE BUILDING • TABLE I. SITE DESIGN BMPS Included Design Technique Specific BMP yes no Concept Site Design Minimize Concept 1 Urban Runoff Maximize the permeable area (See Section Site is only 0.32 4.5.1 of the WQM P). acres Incorporate landscaped buffer areas between Site is only 0.32 sidewalks and streets. acres. Maximize canopy interception and water No existing conservation by preserving existing native trees or trees and shrubs, and planting additional vegetation native or drought tolerant trees and large located on the shrubs. property. Use natural drainage systems. No existing • natural drainage system located on site Where soils conditions are suitable, use Soil perforated pipe or gravel filtration pits for low conditions do flow infiltration. not allow for infiltration. Construct onsite pending areas or retention Site is only facilities to increase opportunities for 0.32 acres infiltration consistent with vector control and is and is objectives. exempt per Condition B Other comparable and equally effective site None design concepts as approved by the Co- Permittee (Note: Additional narrative required to describe BMP and how it addresses Site Design concept). Water Quality Management Plan (WQMP) DALTON-3 MIXED USE BUILDING • �� � Included Design Technique Specific BMP yes no Concept Site Design Minimize Concept 1 Impervious Footprint Maximize the permeable area (See Site is only Section 4.5.1 of the WQMP). 0.32 acres Construct walkways, trails, patios, Site is only overflow parking lots, alleys, driveways, 0.32 acres low-traffic streets and other low -traffic areas with open-jointed paving materials or permeable surfaces, such as pervious concrete, porous asphalt, unit pavers, and granular materials. Construct streets, sidewalks and parking Walk way are lot aisles to the minimum widths minimum with necessary, provided that public safety and allowed by a walk able environment for pedestrians Planning are not compromised. Department • Reduce widths of street where off-street Street and parking is available. off-site parking are existing. Minimize the use of impervious surfaces, None such as decorative concrete, in the proposed landscape design. Other comparable and equally effective Concrete site design concepts as approved by the not Co-Permittee (Note: Additional narrative proposed in required describing BMP and how it landscape addresses Site Design concept). areas. Site Design Conserve Concept 1 Natural Areas Conserve natural areas (See WQMP None Section 4.5.1). existing Maximize canopy interception and water None conservation by preserving existing native existing trees and shrubs, and planting additional native or drought tolerant trees and large shrubs. • -9- Water Quality Management Plan (WQMP) DALTON-3 MIXED USE BUILDING . Use natural drainage systems. None existing Other comparable and equally effective Not used site design concepts as approved by the Co-Permittee (Note: Additional narrative required describing BMP and how it addresses Site Design concept). Included Design Technique Specific BMP yes no Concept Site Design Minimize Residential and commercial sites must be Roof drains to Concept 2 Directly designed to contain and infiltrate roof landscape area Connected runoff, or direct roof runoff to vegetative Impervious swales or buffer areas, where feasible. Areas (DCIAs) Where landscaping is proposed, drain Site is mostly impervious sidewalks, walkways, trails, building and patios into adjacent landscaping. Increase the use of vegetated drainage Using swales in lieu of underground piping or vegetated imperviously lined swales. swale Rural swale system: street sheet flows to Not Applicable vegetated swale or gravel shoulder, curbs at street corners, culverts under driveways and street crossings. Urban curb/swale system: street slopes to Not Applicable curb, periodic swale inlets drain to vegetated swale/biofilter. Dual drainage system: First flush captured Not Applicable in street catch basins and discharged to adjacent vegetated swale or gravel Design driveways with shared access, Not used due to flared (single lane at street) or wheel strips existing (paving only under tires), or, drain into adjacent landscaping prior to discharging to the development. MS4. Uncovered temporary or guest parking on Not Applicable private residential lots may be paved with a permeable surface, or designed to drain into landscaping prior to discharging to the MS4. Where landscaping is proposed in parking No parking lot areas, incorporate landscape areas into proposed the drainage design. -10- Water Quality Management Plan (WQMP) DALTON-3 MIXED USE BUILDING Overflow parking (parking stalls provided No overflow in excess of the Co-Permittee's minimum parking parking requirements) may be constructed proposed Other comparable and equally effective Not used design concepts as approved by the Co- Permittee (Note: Additional narrative required describing BMP and how it addresses Site Design concept). V.2 SOURCE CONTROL BMPs Table 2. Source Control BMPs Check One Not If not applicable, state BMP Name Included cable brief reason Non-Structural Source Control BMPs Education for Property Owners, Operators, Tenants, Occupants, or Employees X Activity Restrictions X m ation System and Landscape Maintenance X Common Area Litter Control X Street Sweeping Private Streets and Parkin Lots X Drainage Facility Inspection and Maintenance X Structural Source Control BMPs MS4 Stenciling and Si na e X Will be submitted prior to Landscape and Irrigation System Design X construction. Protect Slopes and Channels X Not Part of Project Provide Community Car Wash Racks X Not Part of Protect Properly Design: Fueling Areas X Not Part of Protect Air/Water Supply Area Drainage X Not Part of Project Trash Storage Areas X Loading Docks X I Not Part of Protect Maintenance Bays X Not Part of Project Vehicle and Equipment Wash Areas X Not Part of Project Outdoor Material Storage Areas X Not Part of Project Outdoor Work Areas or Processing Areas X Not Part of Protect Provide Wash Water Controls for Food Preparation Areas X _ft_ Water Quality Management Plan (WQMP) DALTON-3 MIXED USE BUILDING ACTIVITY OPERATION AND MAINTENANCE O&M . FREQUENCY PARTY Education for Tenant: Tenant and Employee training will be provided Property within 30 days of hiring date with on going training Owner at no less than 90-day intervals. Irrigation System and Landscape Conducted weekly Property Maintenance Owner Common Area Litter Control Inspect and collect all litter on a weekly schedule. Property Owner Street Sweeping Private Streets Bi-monthly at a minimum or more frequently as needed. Property and Parking Lots Owner Drainage Facility Inspection and Prior to and monthly during each wet weather Property Maintenance season. Owner Stenciling and Signage Bi-yearly and prior to each wet weather season Property Owner Trash Storage Areas Conducted weekly Property Owner PROPOSED NON-STRUCTURAL SOURCE CONTROL BMPS Education for Tenant: The Developer will review and distribute to the tenant & employees, at final walk-through, a public education program on the use of the pesticides, herbicides, fertilizers, proper disposal of wastes, and other storm water pollution prevention programs. The tenant will sign a form acknowledging receipt of discussion and the storm water pollution prevention materials, (See Appendix D), and will keep a log of tenants that have certified that they have received the information and the log will be kept herein. Tenant and Employee training will be provided within 30 days of hiring date with on going training at no less than 90-day intervals. The tenant will be provided with pamphlets available at the City of Temecula Public Works office. Activity Restrictions: CC&Rs will restrict the following activities that may contribute pollutants: I. Prohibiting the blowing, sweeping, or hosing of debris (leaf litter, grass clippings, litter, etc.) into streets, storm drain inlets, or other conveyances. 2. Require dumpster lids to be closed at all times. 3. Prohibit vehicle washing, maintenance, or repair on the premises. -12- Water Quality Management Plan (WQMP) DALTON-3 MIXED USE BUILDING Irrigation System and Landscape Maintenance 1 Pesticides, fertilizers and other chemical products shall be used in accordance with applicable federal, state, and local laws and regulations. 2 Pesticides, fertilizers and other chemical products shall be stored in closed, labeled containers, under cover and off the ground. 3 Landscaping waste shall be properly disposed by at an approved composting location or permitted landfill. 4 Stockpiles shall be placed away from watercourses, bermed, and covered to prevent the release of materials to the Stormwater Conveyance System or Receiving Waters. 5 Where practicable, native vegetation shall be retained or planted to reduce water, fertilizer and pesticide needs. 6 Areas where work is being actively conducted shall be routinely cleaned up using dry methods (e.g., sweeping, raking, etc.). Wet methods (e.g., hosing, etc.) may only be used if adequate precautions have been taken to prevent the discharge of wash water or other materials to the Stormwater Conveyance System or Receiving Waters. 7 The use of blowers is permitted so long as materials are collected and properly disposed. . 8 Measures will be taken to reduce or eliminate landscaping and irrigation runoff- Ex amples of practices include proper irrigation programming, programming shorter irrigation cycle times, and decreasing frequency after the application of fertilizers and pesticides. 9 Fertilizers and pesticides will not be applied prior to storm events. All materials where applied shall be applied in strict accordance with the manufacture's label. 10 Maintenance of irrigation systems and landscaping will be consistent with the City of Temecula landscape ordinance, which can be obtained at the City of Temecula planning counter. I l Irrigation system maintenance will be conducted weekly to detect overspray, broken sprinkler heads, and other system failures. 12 The frequency of irrigation is anticipated to be daily during summer months and bi-daily during the rest of the year. Common Area Litter Control Property Manager will hire grounds keeper to inspect and collect all litter on a weekly schedule. Street Sweeping Private Streets and Parking Lots The Property Manager will hire street sweeping service to sweep driveways and parking lots monthly or more frequently if needed. -13- Water Quality Management Plan (WQMP) DALTON-3 MIXED USE BUILDING • Drainage Facility Inspection and Maintenance All drainage facilities will be inspected quarterly or after each major ram storm and will be maintained by the Property Manager. STRUCTURAL SOURCE CONTROL BMPS Stenciling and Signage All catch basins will be stenciled with the following prohibitive language; "NO DUMPING,DRAINS TO CREEK". Trash Storage Areas Trash enclosure will be covered to protect containers from rainfall and will be collected weekly at a minimum. PROPOSED SOURCE CONTROL BMPS MAINTENANCE The Source Control BMP's will be implemented by the project developer prior to rental of any unit. Maintenance and Inspection will be the responsibility of the Property Manager that will be formed prior to the rental of any units. Inspection for all BMPS proposed will be conducted quarterly and after each • major rain storm. -14- Water Quality Management Plan (WQMP) DALTON-3 MIXED USE BUILDING • V.3 TREATMENT CONTROL BMPS This Project will implement a two vegetated swales to treat roof drain flows. VEGETATED SWALE Vegetated swales will be constructed to treat the following: TARGETED CONSTITUENTS REMOVAL EFFECTIVENESS SEDIMENT HIGH OR MEDIUM NUTRIENTS LOW TRASH LOW METALS HIGH/MEDIUM BACTERIA UNKNOWN OIL AND GREASE HIGH ORGANICS UNKNOWN OXYGEND DEMANDING LOW ROOF DRAIN FILTERS • FLO-GARD7,v DOWNSPOUT FILTERS will be installed at all roof drain downspouts to catch debris and litter. -IS- Water Quality Management Plan (WQ, P) DALTON-3 MIXED USE BUILDING Table 3: Treatment Control BMP Selection Matrix Treatment Control BMP Categories(9) Veg. Swale Detention Infiltration Basins Wet Sand Water Hydrodynamic Manufactured/ /Veg. Filter Basins(2) & Ponds or Filter or Quality Separator Proprietary Pollutant of Concern Strips Trenches/Porous Wetlands Filtration Inlets Systems(a) Devices Pavement(3)(10) Sediment/Turbidity H/M M H/M H/M H/M L H/M U (L for turbidity) Yes/No? YES YES Nutrients L M H/M H/M UM L L U Yes/No? YES YES Organic Compounds U U U U H/M L L U Yes/No? Yes YES Trash & Debris L M U U H/M M H/M U Yes/No? YES YES Oxygen Demanding Substances L M H/M H/M H/M L L U Yes/No? YES YES Bacteria &Viruses U U H/M U H/M L L U Yes/No? YES YES Oils &Grease H/M M U U H/M M L/M U Yes/No? YES YES Pesticides (non-soil bound) U U U U U L L U Yes/No? YES YES Metals H/M M H H H L L U Yes/No? YES YES -16- Water Quality Management Plan (WQMP) DALTON-3 MIXED USE 13UILDING Abbreviations: L Low removal efficiency H/M: High or medium removal efficiency U: Unknown removal efficiency Notes: (1) Periodic performance assessment and updating of the guidance provided by this table may be necessary. (2) Includes grass swales,grass strips,wetland vegetation swales,and bioretention. (3) Includes extended/dry detention basins with grass lining and extended/dry detention basins with impervious lining. Effectiveness based upon minimum 3648-hour drawdown time. (4) Includes infiltration basins, infiltration trenches,and porous pavements. (5) Includes permanent pool wet ponds and constructed wetlands. (6) Includes sand filters and media filters. (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 developed/emerging stormwater treatment technologies. (9) Project proponents should base BMP designs on the Riverside County Stormwater Quality Best Management Practice Design Handbook. However, project proponents 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. (10) Note: Projects that will utilize infiltration-based Treatment Control BMPs (e.g., Infiltration Basins, Infiltration Trenches, Porous Pavement)must include a copy of the property/project 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 identified as causing an impairment of Receiving Waters to which the project will discharge Urban Runoff. TREATEMENT CONTROL BMPS MAINTENANCE The Treatment Control BMPs will be implemented by the project developer at initial construction of the development. Inspection will be the responsibility of the Property Manager prior to the rental of any units. Inspection for all BMPs proposed will be conducted quarterly and after each major rain storm. VA EQUIVALEN'r TREATMENT CONTROL ALTERNATIVES NOT APPLICABLE V.5 REGIONALLY-BASED TREATMENT CONTROL BMPs NOT APPLICABLE -17- Water Quality Management Plan (WQMP) DALTON-3 MIXED USE BUILDING VI . Operation and Maintenance Responsibility for Treatment Control BMPs Operation and maintenance (O&M) for all Structural Source Control and Treatment Control BMPs will be will the responsibility of the Property Manager that will be in place prior to the rental of any units. Treatment Control BMPs: VEGETATED SWALE BMP START-UP DATES The start-up date for vegetated infiltration swale will after the installation of landscaping. SCHEDULE OF THE FREQUENCY: Maintenance The maintenance objectives for vegetated Swale systems include keeping up the hydraulic and removal efficiency of the channel and maintaining a dense, healthy grass cover. Maintenance activities should include weekly mowing, weed control, watering during drought conditions, reseeding of bare areas, and clearing of debris and blockages. Cuttings should be removed from the channel and disposed in a local composting facility. Accumulated sediment should also be removed manually to avoid concentrated flows in the swale. The application of fertilizers and pesticides should be minimal. If vegetated swale develops ruts or holes, it should be repaired utilizing a suitable soil that is properly tamped and seeded. Inspection 1. Inspect swales at least twice annually for erosion, damage to vegetation, and sediment and debris accumulation and at the beginning and end of the wet season and before major fall runoff to be sure the swale is ready heavy runoff. The swale should be checked for debris and litter, and areas of sediment accumulation. 2. Weekly inspect swales for pools of standing water. 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. • _Ig_ Water Quality Management Plan (WQMP) DALTON-3 MIXED USE BUILDING PARTIES RESPONSIBLE FOR O&M MR. BILL DALTON 41911 5TH ST. SUITE 302 TEMECULA, CA 92592 (951) 491-7777 PROOF OF ENTITIES RESPONSIBLE FOR O&M Rental Agreement will be in place that will have sufficient language to guarantee perpetual O&M. INSPECTION AND RECORD KEEPING REQUIREMENTS AND RESPONSIBLE PARTY The Property Manager will be responsible for the inspection and record keeping of O&M of this BMP. Vegetated Swales Bio-Swale will be installed to removal fine sediment and associated pollutants as shown on Exhibit A. ROOF DRAIN FILTER • BMP start-up dates The start-up date for Roof Drain filter is as soon as rood drain down spout is constructed. Schedule of the frequency of filter: Flo-GardTM Downspout Filters shall be serviced on a recurring basis. Prior to, during and following the rainy season but not less than three times per year and replace filter medium once per year. Parties responsible for O&M The Property Owner will be responsible for the O&M of this BMP. Proof of entities responsible for O&M CC&Rs or Rental Agreement will be in place that will have sufficient language to guarantee perpetual O&M. Inspection and record keeping requirements and responsible Party The Property Owner will be responsible for the inspection and record keeping of O&M of this BMP. • -19- Water Quality Management Plan (WQMP) DALTON-3 MIXED USE BUILDING VII. Funding Maintenance funding will be provided by the Property Owner and be will be enforced by implementation of the Rental Agreement. CURRENT PROPERTY OWNER BILL DALTON D'ALTO PARTNERS LLC 41911 5TH ST. SUITE 302 TEMECULA, CA 92592 (951) 491-7777 OPERATION AND MAINTENANCE COST ESTIMATE STRUCTURAL CAPITAL ROUTIN O & M O & M BMP COST O & M FREQUENCY BY VEGITATED $5,000 $150 Weekly Property SWALE Owner ROOF DRAIN $200 $100 Quarterly Property FILTERS Owner STENCILING $100 $10 Bi-yearly Property • Owner • -20- Water Quality Management Plan (WQMP) DALTON-3 MIXED USE BUILDING OWNER'S CERTIFICATION This project-specific Water Quality Management Plan (WQMP) has been prepared for Dalton-3 Mixed Use Building by HLC CNIL ENGINEERING for the project known as Dalton 3 located at 41955 5th Street. The WQMP is intended to comply with the requirements of City of Temecula for development requirement for the preparation and implementation of a project-specific WQMP. The undersigned, while owning the property/project described in the preceding paragraph, shall 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 City of Temecula Water Quality Ordinance (Municipal Code Section 8.28.500) If the undersigned transfers 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 certify under penalty of law that the provision of this WQMP have been reviewed and accepted and that the WQMP will be transferred to future successors in interest." Owner's Signature Date Owner's Printed Name Owner's Tide/Position Bill Dalton • Water Quality Management Plan (WQMP) Appendix A Conditions of Approval Planning Commission Resolution 06-044 Dated MAY 17, 2006 • J EXHIBIT A • CITY OF TEMECULA FINAL CONDITIONS OF APPROVAL Planning Application No.: PA06-0037 Project Description: A Conditional Use Permit and Development Plan for a proposed 22,522 square foot mixed use commercial/residential building known as Dalton III, located at 41955 Fifth Street, generally located on the north side of Fifth Street, approximately 200 feet east of Front Street Assessor's Parcel No. 922-024-010 and 011 MSHCP Category: Residential/Commercial DIF Category: Attached Residential/ Retail Commercial TUMF Category: Multi-Family Residential/ Retail Commercial Approval Date: May 17, 2006 • Expiration Date: May 17, 2008 WITHIN 48 HOURS OF THE APPROVAL OF THIS PROJECT Planning Department 1. The applicant/developer shall deliver to the Planning Department a cashier's check or money order made payable to the County Clerk in the amount of Sixty-four Dollars ($64.00) for the County administrative fee, to enable the City to file the Notice of Exemption as provided under Public Resources Code Section 21152 and California Code of Regulations Section 15062. If within said 48-hour period the applicant/developer has not delivered to the Planning Department 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)). • G:\Planning\2006\PA06-003? Dalton III - CUP\Planning\PC\Final COA's.doc GENERAL REQUIREMENTS • • G:\Planning\2006\PA06-0037 Dalton III -CUP\Planning\PC\Final COA's.doc 2 Planning Department • 2. The applicant shall sign both copies of the final conditions of approval that will be provided by the Planning Department staff,and return one signed set to the Planning Department for their files. 3. The applicant and owner of the real property subject to this condition shall hereby agree to indemnify, protect, hold harmless, and defend the City with Legal Counsel of the City's own selection from any and all claims, actions, awards, judgments, or proceedings against the City to attack, set aside, annul, or seek monetary damages resulting, directly or indirectly, from any action in furtherance of and the 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 City, concerning the Planning Application. The City shall be deemed for purposes of this condition, to include any agency or instrumentality thereof, or any of its elected or appointed officials, officers, employees,consultants, contractors, legal counsel, and agents. City shall promptly notify both the applicant and landowner of any claim, action, or proceeding to which this condition is applicable and shall further cooperate fully in the defense of the action. The City reserves the right to take any and all action the City deems to be in the best interest of the City and its citizens in regards to such defense. 4. The permittee shall obtain City approval for any modifications or revisions to the approval of this development plan. 5. This approval shall be used within two years of the approval date; otherwise, it shall become null and void. By use is meant the beginning of substantial construction contemplated by • this approval within the two-year period,which is thereafter diligently pursued to completion, or the beginning of substantial utilization contemplated by this approval. 6. A separate building permit shall be required for all signage. 7. The development of the premises shall substantially conform to the approved site plan and elevations contained on file with the Planning Department. 8. The conditions of approval specified in this resolution,to the extent specific items, materials, equipment, techniques, finishes or similar matters are specified, shall be deemed satisfied by staffs prior approval of the use or utilization of an item, material, equipment, finish or technique that City staff determines to be the substantial equivalent of that required by the condition of approval. Staff may elect to reject the request to substitute, in which case the real party in interest may appeal, after payment of the regular cost of an appeal,the decision to the Planning Commission for its decision. Material Color Stucco Dunn Edwards SP2750 Phoenix Vanilla Roof Tiles Clay barrel tiles by MCA #B301, Old Mission blend Awning Forest Green Fabric Brick wall Red fired brick (natural) Wood details, beams, and posts Wood Stained with Okon Weathered Brown • G\Planning\2006\PA06-0037 Dalton It - CUP\Planning\PC\Flnal COA's.doc 3 9. Landscaping installed for the project shall be continuously maintained to the reasonable • satisfaction of the Planning Director. If it is determined that the landscaping is not being maintained, the Planning Director shall have the authority to require the property owner to bring the landscaping into conformance with the approved landscape plan. The continued maintenance of all landscaped areas shall be the responsibility of the developer or any successors in interest. 10. The applicant shall submit to the Planning Department for permanent filing two 8" X 10" glossy photographic color prints of the approved Color and Materials Board and the colored architectural elevations. All labels on the Color and Materials Board and Elevations shall be readable on the photographic prints. 11. Trash enclosures shall be provided to house all trash receptacles utilized on the site. These shall be clearly labeled on site plan. Public Works Department 12. A Grading Permit for precise grading, including all on-site flat work and improvements,shall be obtained from the Department of Public Works prior to commencement of any construction outside of the City-maintained street right-of-way. 13. An Encroachment Permit shall be obtained from the Department of Public Works prior to commencement of any construction within an existing or proposed City right-of-way. 14. All improvement plans and grading 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. 15. The project shall include construction-phase pollution prevention controls and permanent post-construction water quality protection measures into the design of the project to prevent non-permitted runoff from discharging offsite or entering any storm drain system or receiving water. 16. A Water Quality Management Plan (WQMP)shall be submitted to the City. The WQMP will include site design BMPs (Best Management Practices), source controls, and treatment mechanisms. Building and Safety Department 17. All design components shall comply with applicable provisions of the 2001 edition of the California Building, Plumbing and Mechanical Codes; 2004 California Electrical Code; California Administrative Code, Title 24 Energy Code, California Title 24 Disabled Access Regulations, and the Temecula Municipal Code. 18. The City of Temecula has adopted an ordinance to collect fees fora Riverside County area wide Transportation Uniform Mitigation Fee(TUMF). Upon the adoption of this ordinance on March 31, 2003, this project will be subject to payment of these fees at the time of building permit issuance. The fees shall be subject to the provisions of Ordinance 03-01 and the fee schedule in effect at the'time of building permit issuance. i GAPlanning\2006\PA06-0037 Dalton III -CUP\Planning\PC\Final COA's.doc 4 19. Submit at time of plan review, a complete exterior site lighting plans showing compliance with Ordinance No.655 for the regulation of light pollution. All street-lights and other outdoor lighting shall be shown on electrical plans submitted to the Department of Building and Safety. Any outside lighting shall be hooded and directed so as not to shine directly upon adjoining property or public rights-of-way. 20. A receipt or clearance letter from the Temecula Valley School District shall be submitted to the Building and Safety Department to ensure the payment or exemption from School Mitigation Fees. 21. Obtain all building plans and permit approvals prior to commencement of any construction work. 22. Show all building setbacks. 23. Developments with multi-tenant buildings or shell buildings shall provide a house electrical meter to provide power for the operation of exterior lighting, irrigation pedestals and fire alarm systems for each building on the site. Developments with Single User Buildings shall clearly show on the plans the location of a dedicated panel in place for the purpose of the operation of exterior lighting and fire alarm systems when a house meter is not specifically proposed. 24. Provide an approved automatic fire sprinkler system. 25. All building and facilities must comply with applicable disabled access regulations. Provide all details on plans (California Disabled Access Regulations effective April 1, 1998). 26. Provide disabled access from the public way to the main entrance of the building. 27. Provide van accessible parking located as close as possible to the main entry. 28. Trash enclosures, patio covers, light standards, and any block walls if not on the approved building plans, will require separate approvals and permits. 29. Signage shall be posted conspicuously at the entrance to the project that indicates the hours of construction, shown below, as allowed by the City of Temecula Ordinance No. 94-21, specifically Section G (1)of Riverside County Ordinance No.457.73,for any site within one- quarter mile of an occupied residence. Monday-Friday 6:30 a.m.—6:30 p.m. Saturday 7:00 a.m. —6:30 p.m. No work is permitted on Sundays or Government Holidays Fire Prevention 30. Final fire and life safety conditions will be addressed when building plans are reviewed by . the Fire Prevention Bureau. These conditions will be based on occupancy, use, the California Building Code(CBC), California Fire Code(CFC), and related codes which are in force at the time of building plan submittal. • G:\Planning\2006\PA06-0037 Dalton III -CUP\Planning\PC\Final COA's.doc 5 31. The Fire Prevention Bureau is required to set a minimum fire flow for the remodel or • construction of all commercial buildings per CFC Appendix III.A, Table A-III-A-1. The. developer shall provide for this project, a water system capable of delivering 1750 GPM at 20 PSI residual operating pressure, plus an assumed sprinkler demand of 400 GPM for a total fire flow of 2150 GPM with a 2-hour duration. The required fire flow may be adjusted during the approval process to reflect changes in design,construction type, or automatic fire protection measures as approved by the Fire Prevention Bureau. The Fire Flow as given above has taken into account all information as provided (CFC 903.2, Appendix III-A). K. The Fire Prevention Bureau is required to set minimum fire hydrant distances per CFC Appendix III-B,Table A-III-B-1.A combination of on-site and off-site superfire hydrants(6"x 4" x 2-21/2" outlets)shall be located on Fire Department access roads and adjacent public streets. The required fire flow shall be available from any adjacent hydrant(s)in the system. The upgrade of existing fire hydrants may be required (CFC 903.2, 903.4.2, and Appendix III-B). 33. As required by the California Fire Code, when any portion of the facility is in excess of 150 feet from a water supply on a public street, as measured by an approved route around the exterior of the facility, on-site fire hydrants and mains capable of supplying the required fire flow shall be provided. For this project on site fire hydrants are required (CFC 903.2). 34. Prior to building final, all locations where structures are to be built shall have approved Fire Department vehicle access roads to within 150 feet to any portion of the facility or any portion of an exterior wall of the building(s). Fire Department access roads shall be an all weather surface designed for 80,000 lbs. GVW with a minimum AC thickness of .25 feet • (CFC sec 902). Community Services Department 35. This development shall be able to accommodate a recycling bin, as well as, a regular solid waste container. 36. The developer shall contact the City's franchised solid waste hauler for disposal of construction and demolition debris. Only the City's franchisee may haul construction and demolition debris. 37. The developer shall comply with the Public Art Ordinance. 38. All landscaping, fencing and on-site lighting shall be maintained by the property owner or private maintenance association. • G:\Planning\2006\PA06-0037 Dalton III - CUP\Planning\PC\Final COA's.doc 6 PRIOR TO ISSUANCE OF GRADING PERMITS • G:\Planning\2006\PA06-0037 Dalton III -CUP\Planning\PC\Final COA's.doc 7 Planning Department • 39. Double detector check valves shall be either installed underground or internal to the project site at locations not visible from the public right-of-way,subject to review and approval bythe Director of Planning. 40. The following shall be included in the Notes Section of the Grading Plan: "If at any time during excavation/construction of the site, archaeological/cultural resources, oranyartifacts or other objects which reasonably appears to be evidence of cultural or archaeological resource are discovered,the property owner shall immediately advise the City of such and the City shall cause all further excavation or other disturbance of the affected area to immediately cease. The Director of Planning at his/her sole discretion may require the property to deposit a sum of money it deems reasonably necessary to allow the City to consult and/or authorize an independent, fully qualified specialist to inspect the site at no cost to the City, in order to assess the significance of the find. Upon determining that the discovery is not an archaeological/cultural resource,the Director of Planning shall notifythe property owner of such determination and shall authorize the resumption of work. Upon determining that the discovery is an archaeological/cultural resource, the Director of Planning shall notify the property owner that no further excavation or development maytake place until a mitigation plan or other corrective measures have been approved by the Director of Planning." Public Works Department 41. A Grading Plan shall be prepared by a registered Civil Engineer and shall be reviewed and approved by the Department of Public Works. The grading plan shall include all necessary • erosion control measures needed to adequately protect adjacent public and private property. 42. The Developer shall post security and enter into an agreement guaranteeing the grading and erosion control improvements in conformance with applicable City Standards and subject to approval by the Department of Public Works. 43. A Soil Report shall be prepared by a registered Soil or Civil Engineer and submitted to the Director of the Department 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 pavement sections. 44. A Geological Report shall be prepared by a qualified engineer or geologist and submitted to the Department of Public Works with the initial grading plan check. The report shall address special study zones and the geological conditions of the site, and shall provide recommendations to mitigate the impact of ground shaking and liquefaction. 45. The Developer shall have a Drainage Study prepared by a registered Civil Engineer in accordance with City Standards identifying storm water runoff expected from this site and upstream of this site. The study shall identify all existing or proposed public or private drainage facilities intended to discharge this runoff. The study shall also analyze and.identify jmpacts to downstream properties and provide specific recommendations to protect the properties and mitigate any impacts. Any upgrading or upsizing of downstream facilities, including acquisition of drainage or access easements necessary to make required improvements, shall be provided by the Developer. • G\Planning\2006\PA06-0037 Dalton III -CUP\Planning\PC\Final COA's.doc 8 46. Construction-phase pollution prevention controls shall be consistent with the City's Grading, . Erosion & Sediment Control Ordinance and associated technical manual, and the City's standard notes for Erosion and Sediment Control. 47. The project shall demonstrate coverage under the State NPDES General Permit for Construction Activities by providing a copy of the Waste Discharge Identification number (WDID) issued by the State Water Resources Control Board (SWRCB). A Stormwater Pollution Prevention Plan (SW PPP) shall be available at the site throughout the duration of construction activities. 48. As.deemed necessary by the Director of the Department of Public Works, the Developer shall receive written clearance from the following agencies: a. San Diego Regional Water Quality Control Board b. Planning Department C. Public Works Department 49. The Developer shall comply with all constraints which may be shown upon an Environmental Constraint Sheet(ECS) recorded with any underlying maps related to the subject property. 50. The applicant shall 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. 51. The Developer shall obtain any necessary letters of approval or slope easements for off-site . work performed on adjacent properties as directed by the Department of Public Works. 52. 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 cashier's check or money order, prior to issuance of permits, based on the prevailing area 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. 53. The site is in an area identified on the Flood Insurance Rate Map as Flood Zone A. This project shall comply with Chapter 15, Section 15.12 of the City Municipal Code which may include obtaining a Letter of Map Revision from FEMA. A Flood Plain Development Permit shall be submitted to the Department of Public Works for review and approval. • G:\Planning\2006\PA06-0037 Dalton III -CUP\Planning\PC\Final COA's.doc 9 PRIOR TO ISSUANCE OF BUILDING PERMIT • • G:\Planning\2006\PA06-0037 Dalton III -CUP\Planning\PC\Final COA's.doc 10 • Planning Department 54. The applicant shall submit a photometric.plan, including the parking lot to the Planning Department, which meets the requirements of the Development Code and the Palomar Lighting Ordinance. The parking lot light standards shall be placed in such a way as to not adversely impact the growth potential of the parking lot trees. 55. The applicant shall submit a Certificate of Compliance to the Planning Departmentfor review and approval. 56. All downspouts shall be internalized. 57. Three copies of Construction Landscaping and Irrigation Plans shall be reviewed and approved by the Planning Department. These plans shall conform to the approved conceptual landscape plan, or as amended by these conditions. The location, number, genus, species, and container size of the plants shall be shown. The plans shall be consistent with the Water Efficient Ordinance. The plans shall be accompanied by the following items: a. Appropriate filing fee (per the City of Temecula Fee Schedule at time of submittal). b. Provide an agronomic soils report with the construction landscape plans. C. One copy of the approved grading plan. d. Water usage calculations per Chapter 17.32 of the Development Code (Water • Efficient Ordinance). e. Total cost estimate of plantings and irrigation (in accordance with approved plan). f. A landscape maintenance program shall be submitted for approval,which details the proper maintenance of all proposed plant materials to assure proper growth and landscape development for the long-term esthetics of the property. The approved maintenance program shall be provided to the landscape maintenance contractor who shall be responsible to carry out the detailed program. 58. All utilities shall be screened from public view. Landscape construction drawings shall show and label all utilities and provide appropriate screening. Provide a 3'clear zone around fire check detectors as required by the Fire Department before starting the screen. Group utilities together in order to reduce intrusion. Screening of utilities is not to look like an after- thought. Plan planting beds and design around utilities. Locate all light poles on plans and insure that there are no conflicts with trees. 59. Building Construction Plans shall include details outdoor areas (including but not limited to trellises, decorative furniture, fountains, and hardscape to match the style of the building subject to the approval of the Planning Director. 60. Building plans shall indicate that all roof hatches shall be painted "International Orange:' 61. The construction plans shall indicate the application of painted rooftop addressing plotted on a nine-inch grid pattern with 45-inch tall numerals spaced nine inches apart. The numerals shall be painted with a standard nine-inch paint roller using fluorescent yellow paint applied • G:\Plann[ngW06\PA06-0037 Dalton III -CUP\Planning\PC\Final COA's.doc 11 over a contrasting background. The address shall be oriented to the street and placed as • closely as possible to the edge of the building closest to the street. Public Works Department 62. Improvement plans and/or precise grading plans shall conform to applicable City of Temecula Standards for Old Town subject to approval by the Director of the Department of Public Works. The following design criteria shall be observed: a. Flowline grades shall be 0.5%minimum over P.C.C. and 1.00%minimum over A.C. paving. b. Driveways shall conform to the applicable City of Temecula Standard No. 207A. C. Street lights shall be installed along the public streets adjoining the site in accordance with City Standard No. 800. d. Concrete sidewalks and ramps shall be constructed along public street frontages in accordance with City of Temecula Standard No. 400. e. Improvement plans shall extend 300 feet beyond the project boundaries. I. All street and driveway centerline intersections shall be at 90 degrees. g. Public Street improvement plans shall include plan and profile showing existing topography, utilities, proposed centerline, top of curb and flowline grades. 63. The Developer shall construct the following public improvements to City of Temecula General Plan standards unless otherwise noted. Plans shall be reviewed and approved by the Director of the Department of Public Works: • a. Improve Fifth Street (Local Road Standards for Old Town - 60' R/W) to include installation of half-width street improvements plus twelve feet,paving, rolled curb and gutter, sidewalk, street lights, drainage facilities, signing and striping, utilities (including but not limited to water and sewer). b. Improve 20' Alley (Local Road Standards - 20' R/W) to include dedication of full- width street right-of-way, installation of full-width street improvements, paving, drainage facilities, utilities (including but not limited to water and sewer). 64. All street improvement design shall provide adequate right-of-way and pavement transitions per Caltrans' standards for transition to existing street sections. 65. The Developer shall construct the following public improvements in conformance with applicable City Standards and subject to approval by the Director of the Department of Public Works. a. Street improvements, which may include, but not limited to: pavement, curb and gutter, sidewalks, drive approaches, street lights, signing, striping, traffic signal systems, and other traffic control devices as appropriate b. Sewer and domestic water systems C. Under grounding of proposed utility distribution lines 66. A construction area Traffic Control Plan shall be designed by a registered Civil or Traffic Engineer and reviewed by the Director of the Department of Public Works for any street • GAPlanning\2006\PA06-0037 Dalton III -CUP\Planning\PC\Final COA's.doc 12 closure and detour or other disruption to traffic circulation as required by the Department of • Public Works. 67. A Signing and Striping Plan shall be designed by a registered Civil Engineer and approved by the Department of Public Works for Fifth Street. 68. The building pad shall be certified to have been substantially constructed in accordance with the approved Precise Grading Plan by a registered Civil Engineer, and the Soil Engineer shall issue a Final Soil Report addressing compaction and site conditions. 69. The Developer shall 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. 70. The Developer shall pay to the City the Western Riverside County Transportation Uniform Mitigation Fee (TUMF) Program as required by, and in accordance with, Chapter 15.08 of the Temecula Municipal Code and all Resolutions implementing Chapter 15.08. Building and Safety Department 71. Obtain street addressing for all proposed buildings prior to submittal for plan review. 72. A sound transmission control study shall be prepared and submitted at time of plan review in accordance with the provisions of Appendix Chapter 12, Section 1208A, of the 2001 edition of the California Building Code. • 73. Restroom fixtures, number and type, to be in accordance with the provisions of the 2001 edition of the California Building Code Appendix 29. 74. Provide electrical plan including load calculations and panel schedule, plumbing schematic and mechanical plan applicable to scope of work for plan review. 75. Truss calculations that are stamped by the engineer of record and the truss manufacturer engineer are required for plan review submittal. 76. Provide precise grading plan at plan check submittal to check accessibility for persons with disabilities. 77. Provide appropriate stamp of a registered professional with original signature on plans prior to permit issuance. 78. A pre-construction meeting is required with the building inspector prior to the start of the building construction. Fire Prevention 79. Prior to issuance of building permits, the developer shall furnish one copy of the water system plans to the Fire Prevention Bureau for approval prior to installation. Plans shall be signed by a registered civil engineer; contain a Fire Prevention Bureau approval signature block;and conform to hydrant type, location, spacing and minimum fire flow standards. After the plans are signed by the local water company, the originals shall be presented to the Fire Prevention Bureau for signatures. The required water system including fire hydrants shall be GAPlanning\2006\PA06-0037 Dalton III -CUP\Planning\PC\Final COA's.doc 13 installed and accepted by the appropriate water agency prior to any combustible building materials being placed on an individual lot (CFC 8704.3, 901.2.2.2 and National Fire Protection Association 24 1-4.1). Community Services Department 80. The developer shall satisfy the City's park land dedication requirement (Quimby) through payment of in-lieu fees equivalent to .27 acres of land. The amount of the in-lieu fee shall be calculated by multiplying the required amount of parkland by the City's then current appraised land valuation as established by the City Manager. 81. Prior to the issuance of the building permit or the installation of additional street lighting on Fifth Street, which ever occurs first, the developer shall complete the TCSD application process, submit an approved Edison Streetlight Plan and pay the appropriate energy fees related to the transfer of street lighting into the Old Town Streetlight maintenance program. 82. The developer shall provide TCSD verification of arrangements made with the City's franchise solid waste hauler for disposal of construction debris. • • G:\Planning\2006\PA06-0037 Dalton III -CUP\Planning\PC\Final COA's.doc 14 PRIOR TO RELEASE OF POWER, BUILDING OCCUPANCY OR ANY USE ALLOWED BY THIS PERMIT • • G1Planning\2006\PA06-0037 Dalton III -CUP\Planning\PC\Final COA's.doc 15 Planning Department • 83. Prior to the release of power, occupancy, or any use allowed by this permit, the applicant shall be required to screen all loading areas and roof mounted mechanical equipment from view of the adjacent residences and public right-of-ways. If upon final inspection it is determined that any mechanical equipment, roof equipment or backs of building parapet walls are visible from any portion of the public right-of-way adjacent to the project site, the developer shall provide screening by constructing a sloping tile covered mansard roof element or other screening if reviewed and approved by the Director of Planning. 84. All required landscape planting and irrigation shall have been installed consistent with the approved construction plans and shall be 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 constructed and in good working order. 85. Performance securities, in amounts to be determined by the Director of Planning, to guarantee the maintenance of the plantings in accordance with the approved construction landscape and irrigation plan shall be filed with the Planning Department for a period of one year from final certificate of occupancy. After that year, if the landscaping and irrigation system have been maintained in a condition satisfactory to the Director of Planning, the bond shall be released upon request by the applicant. 86. All site improvements including but not limited to parking areas and striping shall be installed prior to occupancy or any use allowed by this permit. • 87. All of the foregoing conditions shall be complied with prior to occupancy or any use allowed by this permit. Public Works Department 88. The project shall demonstrate that the pollution prevention BMPs outlined in the WQMP . have been constructed and installed in conformance with approved plans and are ready for immediate implementation. 89. As deemed necessary by the Department of Public Works, the Developer shall receive written clearance from the following agencies: a. Rancho California Water District b. Eastern Municipal Water District C. Department of Public Works 90. All public improvements shall be constructed and completed per the approved plans and City standards to the satisfaction of the Director of the Department of Public Works. 91. The existing improvements shall be reviewed. Any appurtenance damaged or broken shall be repaired or removed and replaced to the satisfaction of the Director of the Department of Public Works. • G:\Planning\2006\PA06-0037 Dalton III -CUP\Planning\PC\Final COA's.doc 16 Fire Prevention • 92. Prior to issuance of a Certificate of Occupancy or building final, 'Blue Reflective Markers" shall be installed to identify fire hydrant locations (CFC 901.4.3). 93. Prior to issuance of a Certificate of Occupancy or building final, approved numbers or addresses shall be provided on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall be of a contrasting color to their background. Commercial, multi-family residential and industrial buildings shall have a minimum twelve (12) inches numbers with suite numbers a minimum of six (6) inches in size. All suites shall gave a minimum of six (6) inch high letters and/or numbers on both the front and rear doors(CFC 901.4.4). 94. Prior to issuance of Certificate of Occupancy or building final, based on square footage and type of construction, occupancy or use, the developer shall install a fire sprinkler system. Fire sprinkler plans shall be submitted to the Fire Prevention Bureau for approval prior to installation (CFC Article 10, CBC Chapter 9). 95. Prior to issuance of Certificate of Occupancy or building final, based on a requirement for monitoring the sprinkler system, occupancy or use, the developer shall install an fire alarm system monitored by an approved Underwriters Laboratory listed central station. Plans shall be submitted to the Fire Prevention Bureau for approval prior to installation (CFC Article 10). 96. Prior to the issuance of a Certificate of Occupancy or building final, a "Knox-Box" shall be provided. The Knox-Box shall be installed a minimum of six(6)feet in height and be located to the right side of the main entrance door (CFC 902.4). • 97. Prior to final inspection of any building, the applicant shall prepare and submit to the Fire Department for approval, a site plan designating Fire Lanes with appropriate lane painting and or signs. 98. Prior to the building final, speculative buildings capable of housing high-piled combustible stock, shall be designed with the following fire protection and life safety features: an automatic fire sprinkler system(s) designed for a specific commodity class and storage arrangement, hose stations, alarm systems, smoke vents, draft curtains, Fire Department access doors and Fire department access roads. Buildings housing high-piled combustible stock shall comply with the provisions California Fire Code Article 81 and all applicable National Fire Protection. 01 G:\Planning\2006\PA06-0037 Dalton III - CUP\Planning\PC\Final COA's.doc 17 OTHER AGENCIES • • GAPlanning12006\PA06-0037 Dalton III -CUP\Planning\PC\Final COA's.doc 18 99. Comply with the Temecula Police Department Conditions dated February 27, 2006. • By placing my signature below, I 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's Signature Date Applicant's Printed Name • • G\Planning\2006\PA06-0037 Dalton III -CUP\Planning\PC\Final COA's.doc 19 • TEMECULA POLICE DEPARTMEOT Crime Prevention & Plans Unit 28410 Old Town Front Street, Suite 105, Temequla, CA 92590 (951) 695-2773 Fax: (951) 506-5708 Date: February 27, 2006 Project Number: PA06-0037 Project Type: Conditional Use Permit- (15'Submittal) Project Name: Dalton III Project Description: A proposed Conditional Use Permit with a Development Plan application submitted on 2/6/06 for a 22.522 square foot mixed use building called Dalton III located on Fifth Street within the Old Town Specific Plan Applicant: Bill Dalton Case Planner: Christine Damko The following comments pertain to Officer Safety, Public Safety and Crime Prevention measures • regarding this planning project transmittal. 1. Landscaping: Applicant shall ensure all landscaping surrounding the building are kept at a height of no more than three feet (3') or below the ground floor windowsills. Plants, hedges and shrubbery should be defensible plants to deter would-be intruders from breaking into the building utilizing lower level windows. a. Applicant shall ensure all trees surrounding the building roof top be kept at a distance so as to deter roof accessibility by"would-be burglars." Trees also act as a natural ladder. Prune tree branches with at least a 6 feet clearance from the building. b. Any burms should not exceed 3' in height. C. The placement of all landscaping should be in compliance with guidelines from Crime Prevention through Environmental Design (CPTED) (See conditions item #9 below). 2. Lighting: All parking lot lighting surrounding the complex should be energy-saving and minimized after hours of darkness and in compliance with the State of California Lighting Ordinance, California Government Code 8565. Furthermore, recommend all exterior lighting be in compliance with Mt. Palomar Lighting Ordinance 665 requiring low-pressure sodium lighting. • a. Recommend all exterior doors have their own vandal resistant fixtures installed above each door. The doors should be illuminated with a minimum one (1)foot : candle illumination at ground level, evenly dispersed. b. All exterior night lighting should be wall mount light fixtures to provide sufficient lighting during hours of darkness and to prevent problems on the premises. C. The Governors Order to address the power crisis became effective March 18, 2001. This bill calls for a substantial reduction from businesses to cut usage during non-business hours. The order, in part, states: "All California retail establishments, including but not limited to shopping centers, auto malls and dealerships, shall substantially reduce maximum outdoor lighting capability during non-business hours except as necessary for the health and safety of the public, employees or property." j d. "Failure to comply with this order following a warning by law enforcement officials shall be punishable as a misdemeanor with a fine not to exceed,$1,000.00 in accordance with section 8565 of the California Government Code." 3. Hardware: Recommend all doors, windows, locking mechanisms, hinges, and other miscellaneous hardware is commercial or institution grade. 4. Graffiti: Any graffiti painted or marked upon the building should be removed or painted over within twenty-four(24) hours of being discovered. 5. Alarm System: Upon completion of construction, the building shall have a monitored alarm system installed and monitored 24-hours a day by adesignated private alarm • company, to notify the Temecula Police Department of and intrusion. All multi-tenant offices/suites/businesses located within a specific building should have their own alarm system. This does not apply to apartment type buildings. 6. Roof Hatches: All roof hatches should be painted "International Orange." 7. Public Telephones: Any public telephones located on the exterior of the building should be placed in a well-lighted, highly visible area, and installed with a "call-out only' feature to deter loitering. This feature is not required for public telephones installed within the interior of the building. 8. Marked Parking for Disabled Vehicles: All disabled parking stalls on the premises shall be marked in accordance with section 22511.8 of the California Vehicle Code. 9. Crime-Free Multi-Housing Program: Recommend project manager contact the Temecula Police Department regarding pre-qualifying the units as a "Crime-free Multi- housing unit. This program involves the Police and Fire Departments. All managers must attend a mandatory training course; pass all lighting and Crime Prevention through Environmental Design (CPTED) inspections dealing with landscaping. Upon completion, the complex will be granted status as being a crime-free multi-housing complex with proper signage posted at the entrance to the complex. Requalification is done on an annual basis. Furthermore, the definition of Crime Prevention through Environmental Design (CPTED) as developed by the National Crime Prevention Institute (NCPI) at the University of Louisville as "the proper design and effective use of the built environment can lead to reduction in the fear and incidence of crime, and an Improvement in the • quality of life." The primary nine CPTED strategies are: a. Provide clear border definition of controllec space. Examples of border definition may include fences, shrubbery of signs in exterior areas. Within a building, the arrangement of furniture an color definition can serve as means of identifying controlled space. b. Provide clearly marked transitional zones. Persons need to be able to identify when they are moving from public t semi-public to private space. C. Relocation of gathering areas. Gathering areas or congregating areas need to be located or designated in locations where there is good surveillance and access control. i d. Place safe activities in unsafe locations. Safe activities attract normal users to a location and subsequently render the location less attractive to abnormal users due to observation and possible intervention. e. Place unsafe activities in safe locations. Placing unsafe activities in areas of natural surveillance or controlled access ill help overcome risk and make the users of the areas feel safer. i f. Redesignate the use of space to provide n tural barriers. Separate activities that may conflict with each other Outdoor basketball court and children's play area, for example) by distan e, natural terrain or other • functions to avoid such conflict. g. Improve scheduling of space. The timing irs the use of space can reduce the risk for normal users and cause abnormal users to be of greater risk of surveillance and intervention. h. Redesign space to increase the perception of natural surveillance. Abnormal users need to be aware of the risk of detection and possible intervention. Windows and clear lines-of-sight serve to provide such a perception of surveillance. I. Overcome distance and isolation. This strategy may be accomplished through improved communications (portable two-way radios, for example) and design efficiencies, such as the location of restrooms in a public building. 10. Crime Prevention: a. All retailing businesses shall contact the California etailers Association for their booklet on the California Retail Theft Law at: Califo�la Retailers Association 1127-111" Street, Suite 1030, Sacramento, CA 958j4 (916) 443-1975. Penal Code 490.5 affords merchants the opportunity to recover their losses through a civil demand program. b. Business desiring a business security survey of their location can contact the i Crime Prevention and Plans Unit of the Temecula Police Department. • C. Employee training regarding retail theft, credit card prevention, citizen's arrest procedures, personal safety, business security, shoplifting or any other related crime prevention training procedures is also available through the crime prevention unit. d. Any business that serves or sell any type of alcoholic beverages will comply with all guidelines within the Business and Profession Codes and all other guidelines associated with the State Department of Alcohol Beverage Control. Contact the Temecula Police Department for inspections and training for both employees and owners. This includes special events held at business location where alcohol will be serviced for a fee and the event is open to the general public. e. The Temecula Police Department affords all retailers the opportunity to participate in the "Inkless Ink Program." At a minimal cost of less than $40.00 for inkless inkpads, retailers can take a thumbprint of every customer using a personal check to pay for services. A decal is also.posted on the front entry of the business-advising customers of the "Inkless Ink program in use". If the business becomes a victim of check fraud, the police department will be able to track the suspect with the thumbprint. Any questions regarding these comments shall be referred to the Temecula Police Department Crime Prevention and Plans Officer at (951) 695-2773. • Lynn N. Fanene, Sr. • Water Quality Management Plan (WQMP) Appendix B Vicinity Map, WQMP Site Plan AND RECIVING WATERS MAP • • Water Quality Management Plan (WQMP) Vicinity Map G�6 PROJ T LOCA N (� l / P c� Ss PATH OF DISCHARGE +t 'xt0, I -atf' 1 u ttJ etN�A y arid ' 4 cj � aarbcMc•. `�'%?'`f2fi3tlt 1 ✓ � t o° i' f �� era � � a � Dili Y�� t6_rAla V-^`�/•.k� l a d �_ [t d ai s n` 1..-�'--re0 i c� i s --",�/f rt w.r �. t �,OII i `,f ,.✓ t r,,,. �L[ EPL` j N 1, MOJNtA RiVERME COUNTY X Ary D``D COUNTY_ M6 I E�pN'JA S ) _ t par i ?14" 1 z< path 1 f J i \�'' .r ai{MtY"` ✓ .1 + b Y � Ranch,waaw,u✓t-n'V" '>--mAxCt[eufXk! { I � � �+-... ' R� x � s � !E t1pNGr i f Ry„SEf,?Va7iTIN 44. Atl P IMDC.E70P1 ". b yr i 1t ,4n`er-���u a4M 1�o a, c. 5�kf'. '�.flROoY ' ' P srmsaaxfl .id lv. r1 f 'lAVAL L X `� � 5 •b "� _ + �i t .F� tw G m �. `C $@ t L fi t5i4E ,^?\ �t ./` '§" r e,. „�fr.,' �..! kila b 9y Y.aiO.l i � F �.I1 ft'^}i rT yet� .^1 -"-S c.m�J I .-y a t q tipvcraSr�ER��I'�rSE•PVA�fflCl b Perldlefav, ','Camp PeM,�t e fR#74 r'{ fM1„S2m?Olbtt. �} A ..+ ac. `V ivTAvf�t� G v �6> � L" ��.r': 4 MIN ...}i(`_,V . , 4s'+},,a`'j-?C-\ rtz =erna t / ` aye .. lief l t/. 4 to ,1* .� ✓ t,�• r' ��e���. YP It < i i 02M OCEANSIDE Water Quality Management Plan (WQMP) Appendix C Supporting Detail Related to Hydraulic Conditions of Concern • DALTON 3 LOTS 5-94 BLOCK 22 MB 15 PAGE 726 D""AGE STUDY May 9, 2006 Prepared For: BILL DALTON 41911 5TH ST. SUITE 302 TEMECULA, CA 92592 (951) 491-7777 (866) 697-3013fax • Prepared By: HLC CIVIL ENGINEERING 28465 OLD TOWN FRONT ST. SUITE 315 TEMECULA, CA 92590 (951) 506-4869 VOICE (951) 506-4979 FAX RCE STAMP Q�pFESSlpbq O HECTOR LUCIO CORREA / No.3CNIL 6306 t6 K By. � D � ,� NKG H c r L. Correa,RCk 36 06 4� Of CpLF�' Expires 6/30/06 • TABLE OF CONTENTS • TABLE OF CONTENTS Page PROJECT DESCRIPTION I PRE-DEVELOPMEND 2 POST DEVELOPMENT 9 GRASS SWALE HYDRAULIC CALCULATION 21 HYDROLOGY EXHIBITS POCKET • DRAINAGE STUDY STUDY AREA The subject property consists of approximately 0.3 acres and is located on the northwesterly side of Fifth Street approximately 220 feet southwesterly of Mercedes Street in Old Town Temecula. The site is protected from off-site flows by existing 50 and public alley. PROPOSED DRAINAGE IMPROVEMENTS The developments will not change existing drainage patterns and will discharge on-site flows to the existing alley mentioned above. • • - 1 - PRE- DEVELOPMENT CONDITION - 2 - EXISTING 2 YEAR 24 HOUR STORMS -------------_______-___--------______-----------__ _______---------- RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL «««««««««««««««««««»»»»»»»»»»»»>Y»»»»»» (C) Copyright 1982,1986 Advanced Engineering Software [AES] Especially prepared for: NBS/LOWERY ENGINEERS & PLANNERS **********DESCRIPTION OF ' EXISTING 2YEAR 29 HOUR ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --------------------------------------------------------- USER SPECIFIED STORM EVENT(YEAR) 2.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .90 2-YEAR, 1-HOUR PRECIPITATION(INCH) = .100 100-YEAR, I-HOUR PRECIPITATION(INCH) _ .190 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 2.00 1-HOUR INTENSITY(INCH/HOUR) = .1000 SLOPE OF INTENSITY DURATION CURVE _ .5500 RCFC&WCD HYDROLOGY MANUAL "C"-VALUES USED Advanced Engineering Software JABS) SERIAL No. I00971 VER. 3.3C RELEASE DATE: 2/20/86 «««««««««««««««««««>r»»»»»>»»»»»»»»»»»»> FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 2 ------------- _--___-_-----_ __ »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ---------ASSUMED INITIAL SUBAREA UNIFORM __________________________ DEVELOPMENT IS COMMERCIAL TO = K*[(LENGTH**3)/(ELEVATION CHANGE))**.2 INITIAL SUBAREA FLOW-LENGTH = 205.00 UPSTREAM ELEVATION = 1010.00 DOWNSTREAM ELEVATION = 1005.80 ELEVATION DIFFERENCE = 4.20 TC = .303*i( 205.00**3)/ ( 9.20)3**.2 = 5.546 2.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = .371 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8335 SUBAREA RUNOFF(CFS) _ .16 TOTAL AREA(ACRES) _ .51 TOTAL RDNOFF(CFS) _ .16 • «««««+++.##xkkk«i#k«xxk}«x«}xx+x#x#xYxxkeY}R**####}}}+}+x*xx«##k+x}f}}#RR#+} FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 9 - 3 - »»>COMPUTE "V" GUTTER FLOW TRAVELTIME THRU SUBAREA««< ---------------- • UPSTREAM NODE ELEVATION 1005.80 DOWNSTREAM NODE ELEVATION = 1005.30 CHANNEL LENGTH THRU SUBAREA(FEET) = 100.00 "V" GUTTER WIDTH(FEET) = 20.00 GUTTER HIKE(FEET) _ .100 PAVEMENT LIP(£EET) _ .020 MANNINGS N = .0400 PAVEMENT CROSSFALL(DECTMAL NOTATION) _ .01000 MAXIMUM DEPTH(FEET) _ .50 NOTE:TRAVELTIME ESTIMATES BASED ON NORMAL DEPTH IN A FLOWING-FULL GUTTER(NORMAL DEPTH = GUTTER HIKE) NOTE:TRAVELTIME ESTIMATES BASED ON NORMAL DEPTH IN A FLOWING-FULL GUTTER(NORMAL DEPTH = GUTTER HIKE) 2.00 YEAR RAINFALL INTENSITY(INCH/HOUR) _ .265 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .5408 TRAVELTIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC) _ .36 AVERAGE FLOWDEPTH(FEET) _ .10 FLOODWIDTH(FEET) = 20.00 "V" GUTTER FLOW TRAVEL TIME(MIN) = 4.68 TC(MIN) = 10.22 SUBAREA AREA(ACRES) _ .31 SUBAREA RUNOFF(CFS) _ .04 SUMMED AREA(ACRES) _ .82 TOTAL RUNOFF(CFS) _ .20 NOTE:TRAVELTIME ESTIMATES BASED ON NORMAL DEPTH IN A FLOWING-FULL GUTTER(NORMAL DEPTH = GUTTER HIKE) END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) _ .10 FLOODWIDTH(FEET) = 20.00 FLOW VELOCITY(FEET/SEC.) _ .36 DEPTH-VELOCITY = .04 ----------------------_______-___________ END OF RATIONAL METHOD ANALYSIS • _ 4_ • EXISTING 10 YEAR 24 HOUR STORKS - -----------------____-----_____________---________ ---===- RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL 6 WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL (C) Copyright 1982,1986 Advanced Engineering Software [AES) **********DESCRIPTION OF * EXISTING 10 YEAR 24 HOUR ---------------------------------------------------- __-- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ------------------------- --___ ____------_ USER SPECIFIED STORM EVENT(YEAR) = 10.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = .90 2-YEAR, I-HOUR PRECIPITATION(INCH) = .100 100-YEAR, 1-HOUR PRECIPITATION(INCH) _ .190 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 10.00 I-HOUR INTENSITY(INCH/HOUR) = .1384 SLOPE OF INTENSITY DURATION CURVE _ .5500 RCFCSWCD HYDROLOGY MANUAL "C"-VALUES USED Advanced Engineering Software SAES] SERIAL No. I00971 VER. 3.3C RELEASE DATE: 2/20/86 FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 2 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< -------------------------——-------------—=------------------------------- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TO = K*[(LENGTH**3)/(ELEVATION CHANGE)]**.2 INITIAL SUBAREA FLOW-LENGTH = 205.00 UPSTREAM ELEVATION = 1010.00 DOWNSTREAM ELEVATION = 1005.80 ELEVATION DIFFERENCE = 4.20 TO = .303*[1 205.00**3)/( 4.20)]**.2 = 5.546 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = .513 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8396 SUBAREA RUNOFF(CFS) _ .22 TOTAL AREA(ACRES) _ .51 TOTAL RUNOFF(CFS) _ .22 FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 9 ---------------------------------------------------------------------------- »>>>COMPUTE "V" GUTTER FLOW TRAVELTIME THRU SUBAREA««< _ UPSTREAM NODE ELEVATION = 1005.80 DOWNSTREAM NODE ELEVATION = 1005.30 - 5 - CHANNEL LENGTH THAD SUBAREA(FEET) = 100.00 - "V" GUTTER WIDTH(FEET) = 20.00 GUTTER HIKE(FEET) _ .100 • PAVEMENT LIP(FEET) _ .020 MANNINGS N = .0400 PAVEMENT CROSSFALL(DECIMAL NOTATION) _ .01000 MAXIMUM DEPTH(FEET) _ .50 NOTE:TRAVELTIME ESTIMATES BASED ON NORMAL DEPTH IN A FLOWING-FULL GUTTER(NORMAL DEPTH = GUTTER HIKE) NOTE:TRAVELTIME ESTIMATES BASED ON NORMAL DEPTH IN A FLOWING-FULL GUTTER(NORMAL DEPTH = GUTTER HIKE) 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) _ .366 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .5666 TRAVELTIME THRO SUBAREA BASED ON VELOCITY(FEET/SEC) _ .36 AVERAGE FLOWDEPTH(FEET) _ .10 FLOODWIDTH(FEET) = 20.00 "V" GUTTER FLOW TRAVEL TIME(MIN) = 4.68 TC(MIN) = 10.22 SUBAREA AREA(ACRES) _ .31 SUBAREA RUNOFF(CFS) _ .06 SUMMED AREA(ACRES) _ .82 TOTAL RUNOFF(CFS) _ .28 NOTE:TRAVELTIME ESTIMATES BASED ON NORMAL DEPTH IN A FLOWING-FULL GUTTER(NORMAL DEPTH = GUTTER HIKE) END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) _ .10 FLOODWIDTH(FEET) = 20.00 FLOW VELOCITY(FEET/SEC.) _ .36 DEPTH•VELOCITY = .04 END OF RATIONAL METHOD ANALYSIS • • EXISTING 100 YEAR 24 HOUR STORMS -----------_____-=_____________--------------------- RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL 6 WATER CONSERVATION DISTRICT (RCFC6WCD) 1978 HYDROLOGY MANUAL ««««««««««««««««««<O»»»»»»»»»»»»»»»»»»> (C) Copyright 1982,1986 Advanced Engineering Software [AES] **********DESCRIPTION OF RESULTS'****"**'***xxxxxx++++++++ssxxxrxxxxxxxx+++ * EXISTING 100 YEAR 24 HOUR STORM xxrxrx++xrxxr+r++s++xrrrrrrxxrxrrxxrxxxxxxrrx>++++++>++++x++++zrsr+zs rrsssrr ____________________________________________________________________________ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ____________________________________________________________________________ USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = .90 2-YEAR, 1-HOUR PRECIPITATION(INCH) = .100 100-YEAR, 1-HOUR PRECIPITATION(INCH) _ .190 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 100.00 1-HOUR INTENSITY(INCH/HOUR) = .1900 SLOPE OF INTENSITY DURATION CURVE _ .5500 RCFC6WCD HYDROLOGY MANUAL "C"-VALUES USED Advanced Engineering Software [AES] SERIAL No. I00971 VER. 3.3C RELEASE DATE: 2/20/86 FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 2 _____________________________ -_ ___ »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< -------========-----------=------------------____________________ ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC = K*[(LENGTH**3)/(ELEVATION CHANGE)]**.2 INITIAL SUBAREA FLOW-LENGTH = 205.00 UPSTREAM ELEVATION = 1010.00 DOWNSTREAM ELEVATION = 1005.80 ELEVATION DIFFERENCE = 4.20 TC = .303'[( 205.OD**3)/( 4.20)]**.2 = 5.546 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = .704 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT - .8462 SUBAREA RUNOFF�CFS) _ .30 TOTAL AREA(ACRES) _ .51 TOTAL RUNOFF(CFS) _ .30 +++ar+rrxrs+x+a+++++++++rxss>+++++>xrrsrss++++rxzs zs++++xrzxxs>+>rrxsss+r++> FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 9 ---------------------------------------------------------------------------- »»>COMPUTE "V" GUTTER FLOW TRAVELTIME TURD SUBAREA««< _ UPSTREAM NODE ELEVATION = 1005.80 DOWNSTREAM NODE ELEVATION = 1005.30 - 7 - CHANNEL LENGTH THRU SUBAREA(FEET) = 100.00 - "V" GUTTER WIDTH(FEET) = 20.00 GUTTER HIKE(FEET) _ .100 • PAVEMENT LIP(FEET) _ .020 MANNINGS N = .0400 PAVEMENT CROSSFALL(DECIMAL NOTATION) - .01000 MAXIMUM DEPTH(FEET) _ .50 NOTE:TRAVELTIME ESTIMATES BASED ON NORMAL DEPTH EQUAL TO [GUTTER-HIKE + PAVEMENT LIP] NOTE:TRAVELTIME ESTIMATES BASED ON NORMAL DEPTH IN A FLOWING-FULL GUTTER(NORMAL DEPTH = GUTTER HIKE) 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) _ .503 SOIL CLASSIFICATION IS "B" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT = .5960 TRAVELTIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC) _ .36 AVERAGE FLOWDEPTH(FEET) _ .10 FLOODWIDTH(FEET) = 20.00 "V" GUTTER FLOW TRAVEL TIME(MIN) = 4.68 TC(MIN) = 10.22 SUBAREA AREA(ACRES) _ .31 SUBAREA RUNOFF(CFS) _ .09 SUMMED AREA(ACRES) _ .82 TOTAL RUNOFF(CFS) _ .40 NOTE:TRAVELTIME ESTIMATES BASED ON NORMAL DEPTH EQUAL TO [GUTTER-HIKE, + PAVEMENT LIP] END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) _ .12 FLOODWIDTH(FEET) = 20.00 FLOW VELOCITY(FEET/SEC.) _ .45 DEPTH*VELOCITY = .05 ______________________�______ END OF RATIONAL METHOD ANALYSIS • _ 8 _ POST DEVELOPMENT CONDITION - 9 - • DEVELOPED 100 YEAR 1 HOUR STORMS RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL (C) Copyright 1982,1986 Advanced Engineering Software (AES] ««««««««««««««««««<»»»»»»»»»»»»»»»»»»» ++*x*+++++DESCRIPTION OF RESULTS*******xx+++++++xx+x++++*+x+++++xxxx+++*xx++ * 100 YEAR STORM DALTON 3 * 3/27/06 _ _________________________________________________________________ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: _________________ __-- __________________________-_--_______ USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .90 10-YEAR STORM 10-MINOTE INTENSITY(INCH/HOUR) = 2.360 10-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = .860 100-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 3.480 100-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.300 SLOPE OF 10-YEAR INTENSITY-DURATION CURVE _ .5505732 SLOPE OF 100-YEAR INTENSITY-DURATION CURVE _ .5495536 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 101,00 1-HOUR INTENSITY(INCH/HOUR) = 1,3000 • SLOPE OF INTENSITY DURATION CURVE = .5496 RCFC&WCD HYDROLOGY MANUAL "C"-VALUES USED Advanced Engineering Software JABS) SERIAL No. I00971 VER. 3.3C RELEASE DATE: 2/20/86 FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 2 _---____-__ ________________________________ »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< ________ _______________________________________ ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC = K*[(LENGTH**3)/(ELEVATION CHANGE)]** 2 INITIAL SUBAREA FLOW-LENGTH = 205.00 UPSTREAM ELEVATION = 1010.00 DOWNSTREAM ELEVATION - 1005.80 ELEVATION DIFFERENCE = 4.20 TC = .303*Ii 205.00**3)/( 4.20))**.2 = 5.546 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.811 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8839 SUBAREA RUNOFF(CFS) = 2.17 TOTAL AREA(ACRES) _ .51 TOTAL RUNOFF(CFS) = 2.17 **FLOW*PROCESS+FROM*NODE+*+**2.00*TO*NODE****x3.00xIS+CODE*= **9****+**+*+** - 10 - »»>COMPUTE "V" GUTTER FLOW TRAVELTIME THRU SUBAREA««< _ UPSTREAM NODE ELEVATION = 1005.80 DOWNSTREAM NODE ELEVATION = 1005.30 CHANNEL LENGTH THRU SUBAREA(FEET) = 100.00 "V" GUTTER WIDTH(FEET) = 20.00 GUTTER HIEE(FEET) _ .100 PAVEMENT LIP(FEET) = .020 MANNINGS N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) _ .01000 MAXIMUM DEPTH(FEET) = .50 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.300 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8824 TRAVELTIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC) = 1.33 AVERAGE FLOWDEPTH(FEET) = .15 FLOODWIDTH(FEET) = 20.00 "V" GUTTER FLOW TRAVEL TIME(MIN) = 1.26 TC(MIN) = 6.80 SUBAREA AREA(ACRES) _ .31 SUBAREA RUNOFF(CFS) = 1.18 SUMMED AREA(ACRES) _ .82 TOTAL RUNOFF(CFS) = 3.35 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = .15 FLOODWIDTH(FEET) = 20.00 FLOW VELOCITY(FEET/SEC.) = 1.61 DEPTH'VELOCITY = .24 END OF RATIONAL METHOD ANALYSIS • • _ il _ • DEVELOPED 10 YEAR 1 HOUR STORMS ----------------------_________________---____---------====------ RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL 6 WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL (C) Copyright 1982,1986 Advanced Engineering Software [AES) xx**x***"DESCRIPTION OF RESULTSrxr+++++++xrrxxr rxxxr+++xxrx*x+xxxx+x+++*+rx * 10 YEAR DEV. STORM ______________________________________________ ______--_- - USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ____________________________________________________________________________ USER SPECIFIED STORM EVENT(YEAR) = 10.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .90 10-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 2.360 10-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = .880 100-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 3.480 100-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.300 SLOPE OF 10-YEAR INTENSITY-DURATION CURVE _ .5505732 SLOPE OF 101-YEAR INTENSITY-DURATION CURVE _ .5495536 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 10.00 1-HOUR INTENSITY(INCH/HOUR) = .8888 SLOPE OF INTENSITY DURATION CURVE = .5506 RCFC&WCD HYDROLOGY MANUAL "C"-VALUES USED Advanced Engineering Software [AES] SERIAL No. I00971 VER. 3.3C RELEASE DATE: 2/20186 *++++++x++++x++++++++++*++xx+++++xz xx+xxr++x+xxxx+rrrrr++r++xx+*++++++++++++ FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 2 ______________________________________ »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIB«<<< _____________=________________________________________________ ___ ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC = K*( (LENGTH**3)/(ELEVATION CHANGE)]**.2 INITIAL SUBAREA FLOW-LENGTH = 205.00 UPSTREAM ELEVATION = 1010.00 DOWNSTREAM ELEVATION = 1005.80 ELEVATION DIFFERENCE = 4.20 TC = .303*[( 205.00*+3)/ ( 4.20))*-.2 = 5.546 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.298 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8783 SUBAREA RUNOFF(CFS) = 1.48 TOTAL AREA(ACRES) _ .11 TOTAL RUNOFF(CFS) = 1.48 • x*+x+x++++++++++++x++x+++++xxxx+xzxzxx xx xx*«*zx*****x++x+++err+x+xx+xxxx+xxx FLOW PROCESS FROM NODE 2.00 TO NODE. 3.00 IS CODE = 9 ---------------------------------------------------------------------------- • --»»>COMPUTE-"V"_GUTTER-FLOW-TRAVELTIME-THRU-SUBAREA<<<<< ------------ - UPSTREAM NODE ELEVATION = 1005.80 DOWNSTREAM NODE ELEVATION = 1005.30 CHANNEL LENGTH THRU SOBAREA(FEET) = 100.00 "V" GUTTER WIDTH(FEET) = 20.00 GUTTER HIKE(FEET) PAVEMENT LIP(FEET) _ .020 MANNINGS N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) _ .01000 MAXIMUM DEPTH(FEET) _ .50 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.924 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8763 TRAVELTIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC) = 1.23 AVERAGE FLOWDEPTH(FEET) _ .13 FLOODWIDTH(FEET) = 20.00 '•V" GUTTER FLOW TRAVEL TIME(MIN) = 1.35 TC(MIN) = 6.90 SUBAREA AREA(ACRES) _ .31 SUBAREA RUNOFF(CFS) _ .79 SUMMED AREA(ACRES) _ .82 TOTAL RUNOFF(CFS) = 2.27 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) _ .14 FLOODWIDTH(FEET) = 20.OD FLOW VELOCITY(FEET/SEC.) = 1.27 DEPTH*VELOCITY = .18 END OF RATIONAL METHOD ANALYSIS • • - 13 - • DEVELOPED 2 YEAR 24 HOUR STORMS ______________________________________________----- ---- ======---------- RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL S WATER CONSERVATION DISTRICT (RCFC&WCO) 1978 HYDROLOGY MANUAL «««««««««««««««««««»»»»»»>Y»»»»»»»»»»»» (C) Copyright 1982,1986 Advanced Engineering Software ]AES) Especially prepared for: x+x+**xxx+DESCRIPTION OF RESULTS***.++++++x++++++++>+xx xx++++++++>*xxx++++++ * 2 YEAR 24 HOUR DEVELOPED STORM ++++++**++x++++++xx*xx+++++++xx****xxxxx+x++++x*+xx++xx+x+x+*+*xxxx+++++xx** --------------------------------------------------' -' USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ----------------------- -____-_ _ USER SPECIFIED STORM EVENT(YEAR) = 2.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIF.NTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .90 2-YEAR, 1-HOUR PRECIPITATION(INCH) _ .100 100-YEAR, 1-HOUR PRECIPITATION(INCH) _ .190 COMPUTED RAINFALL INTENSITY DATA; STORM EVENT = 2.00 1-HOUR INTENSITY(INCH/HOUR) = .1000 SLOPE OF INTENSITY DURATION CURVE = .5500 • RCFCSWCD HYDROLOGY MANUAL "C"-VALUES USED Advanced Engineering Software [AES] SERIAL No. I00971 VER. 3.3C RELEASE DATE: 2/20/86 ««««««««««««««««««<O»»»>Y»»»»»»»»»»»»»»> ++++xxx+xxx+x+xxxx++x++xx+++++++++++*x+x++++*x++x++x+x+++++x+x++++++++xx++++ FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 2 ___________________ _--_--___-------_-__---_-_---___ __ »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< _ __ _ —__________________ _______ ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC - K*[ (LENGTH**3)/(ELEVATION CHANGE)]-*.2 INITIAL SUBAREA FLOW-LENGTH = 205.00 UPSTREAM ELEVATION = 1010.00 DOWNSTREAM ELEVATION = 1005.80 ELEVATION DIFFERENCE = 4.20 TO = .303*[ ( 205.00**3)/( 4.20)]**.2 = 5.546 2.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = .371 SOII. CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8335 SUBAREA RUNOFF(CFS) _ .16 TOTAL AREA(ACRES) _ .51 TOTAL RUNOFF(CFS) _ .16 ++++++xx+++x+++++x+++xx++xx+++xxxxxxxxxzzz+***+x++++++++xxxxxzzz>zz+++*+++*+ FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 9 • »»>COMPUTE "V" GUTTER FLOW TRAVELTIME THRU SUBAREA««< - 14 - UPSTREAM NODE ELEVATION = 1005.80 DOWNSTREAM NODE ELEVATION = 1005.30 • CHANNEL LENGTH THRU SUBAREA(FEET) = 100.00 "V" GUTTER WIDTH(FEET) = 20.00 GUTTER HIKE(FEET) _ .100 PAVEMENT LIP(FEET) _ .020 MANNINGS N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) _ .01000 MAXIMUM DEPTH(FEET) _ .50 NOTE:TRAVELTIME ESTIMATES BASED ON NORMAL DEPTH IN A FLOWING-FULL GUTTER(NORMAL DEPTH = GUTTER HIKE) NOTE:TRAVELTIME ESTIMATES BASED ON NORMAL DEPTH IN A FLOWING-FULL GUTTER(NORMAL DEPTH = GUTTER HIKE) 2.00 YEAR RAINFALL INTENSITY(INCH/HOUR) _ .319 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .B310 TRAVELTIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC) _ .95 AVERAGE FLOWDEPTH(FEET) _ .10 FLOODWIDTH(FEET) = 20.00 "V" GUTTER FLOW TRAVEL TIME(MIN) = 1.75 TC(MIN) = 7.30 SUBAREA AREA(ACRES) _ .31 SUBAREA RUNOFF(CFS) _ .08 SUMMED AREA(ACRES) _ .82 TOTAL RUNOFF(CFS) _ .24 NOTE:TRAVELTIME ESTIMATES BASED ON NORMAL DEPTH IN A FLOWING-FULL GUTTER(NORMAL DEPTH = GUTTER HIKE) END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) _ .10 FLOODWIDTH(£EET) = 20.00 FLOW VELOCITY(FEET/SEC.) _ .95 DEPTH•VELOCITY = .10 ____-- - ______ __________________ END OF RATIONAL METHOD ANALYSIS • • 15 - • DEVELOPED 10 YEAR 24 HOUR STORMS _____ RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL «««««««-««<G««««««««<»»»»»»»»»»»»»»»»»»» (C) Copyright 1982,1986 Advanced Engineering Software [ABS) **********DESCRIPTION OF RESULTS***`*'xxxx++xxxxxxxxxxx xxxx++xxxx++++xxxx+++ * 10 YEAR 24 HOUR STORM ' * DALTON 3 ++++++++++xx+xx+++rxxx+++++++xx++++++rxx+xx+++xxxxxxx+++++xxxx++++xx+x xxsx++ ________________________ ___________-______________________-_ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: _____________________________ __ ____________ USER SPECIFIED STORM EVENT(YEAR) = 10.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .90 2-YEAR, 1-HOUR PRECIPITATION(INCH) _ .100 100-YEAR, 1-HOUR PRECIPITATION(INCH) _ .190 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 10.00 1-HOUR INTENSITY(INCH/HOUR) _ .1384 SLOPE OF INTENSITY DURATION CURVE _ .5500 RCFC&WCD HYDROLOGY MANUAL "C"-VALUES USED • «««««««««f«««««««««<»»»»»»»»»»»»»»»»»»» Advanced Engineering Software [AES) SERIAL No. I00971 VER. 3.3C RELEASE DATE: 2/20/86 x+x+xxs+x+xxxx+xxxxxxxxxxxxxxxxxxx++xxxx+xxxxx+x+xxxxxxxsxxsxxxxx+xssxxxsssx FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 2 ____________________________________________________________________________ »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< __ ______________________________________________________ ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC = K*[(LENGTH**3)/(ELEVATION CHANGE))*`.2 INITIAL SUBAREA FLOW-LENGTH = 205.00 UPSTREAM ELEVATION = 1010.00 DOWNSTREAM ELEVATION = 1005.80 ELEVATION DIFFERENCE = 4.20 TC = .303*[( 205.00**3)/( 4.20))**.2 = 5.546 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) _ .513 SOIL CLASSIFICATION IS '•B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8396 SUBAREA RUNOFF(CFS) _ .22 TOTAL AREA(ACRES) _ .51 TOTAL RUNOFF(CFS) _ .22 FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 9 • »-- - ---------- ---- COMPUTE-- GUTTER FLOW-- ---------_--_-_-- UPSTREAM NODE ELEVATION = 1005.80 - 16- DOWNSTREAM NODE ELEVATION = 1005.30 -' CHANNEL LENGTH THRU SUBAREA(FEET) = 100.00 • "V" GUTTER WIDTH(FEET) = 20.00 GUTTER HIKE(FEET) _ .100 P(PAVEMENT LIFEET) _ .020 MANNINGS N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = .01000 MAXIMUM DEPTH(FEET) = .50 NOTE:TRAVELTIME ESTIMATES BASED ON NORMAL DEPTH IN A FLOWING-FULL GUTTER(NORMAL DEPTH = GUTTER HIKE) NOTE:TRAVELTIME ESTIMATES BASED ON NORMAL DEPTH IN A FLOWING-FULL GUTTER(NORMAL DEPTH = GUTTER HIKE) 10.00 YEAR RAINFALL INTENSI'TY(INCH/HOUR) _ .991 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8367 TRAVELTIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC) = .95 AVERAGE FLOWDEPTH(FEET) _ .10 FLOODWIDTH(FEET) = 20.00 "V" GUTTER FLOW TRAVEL TIME(MIN) = 1.75 TC(MIN) = 7.30 SUBAREA AREA(ACRES) _ .31 SUBAREA RUNOFF(CFS) _ .11 SUMMED AREA(ACRF.S) _ .82 TOTAL RUNOFF(CFS) _ .33 NOTE:TRAVELTIMF. ESTIMATES BASED ON NORMAL DEPTH IN A FLOWING-FULL GUTTER(NORMAL DEPTH = GUTTER HIKE) END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = .10 FLOODWIDTH(FEET) = 20.00 FLOW VELOCITY(FEET/SEC.) _ .95 DEPTH*VELOCITY = .10 END OF RATIONAL METHOD ANALYSIS • • 17 _ • DEVELOPED 100 YEAR 24 HOUR STORMS ______------------ RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL (C) Copyright 1982,1986 Advanced Engineering Software [AES] ««««««««««««««««««<o»»»»»»»»»»»»»»»»»»> **********DESCRIPTION OF RESULTS.*****+++xx+>k**+++F xF+Xsxx+++*x+++xxx+xx+x> * 100 YEAR 24 HOUR STORM DEVELOPED x ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ___________________ _____ _____--___---___-_______ USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .90 2-TEAR, 1-HOOR PRECIP STATION(INCH) _ .100 100-YEAR, 1-HOUR PRECIPITATION(INCH) _ .190 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT - 100.00 1-HOUR INTENSITY(INCH/HOUR) _ .1900 SLOPE OF INTENSITY DURATION CURVE _ .5500 • RCFC&WCD HYDROLOGY MANUAL "C"-VALUES USED «««««««««««««««««««»»»»»»»»»»>i»»»»»»»» Advanced Engineering Software [AES] SERIAL No. 100971 VER. 3.3C RELEASE DATE: 2/20/86 ««««G.««««««««««««««<»»»»»»»»»»»»»»»»»»» +++x+t++k++k++++x**x+k+kk+x*x+F+kkkx*+++xxkk+kk*xtkxx+kxxFF+x+x+**xx x++#+kk+ FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 2 ___ _ _ __ _______________________________________ »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< _______—_____—____--__ ________---------------------------- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS COMMERCIAL TC = K*[(LENGTH**3)/(ELEVATION CHANGE)]**.2 INITIAL SUBAREA FLOW-LENGTH = 205.00 UPSTREAM ELEVATION = 1010.00 DOWNSTREAM ELEVATION = 1005.80 ELEVATION DIFFERENCE = 4.20 TC - .3D3*[( 205.00**3)/( 4.20)3**.2 = 5.546 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) _ .704 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8462 SUBAREA RUNOF£(CFS) _ .30 TOTAL AREA(ACRES) _ .51 TOTAL RUNOFF(CFS) _ .30 +++k+>+k++++kx++++xks hs++++F+++>+kxxk+*++x+++x#>sXh«FF++>F++>++«*xx++++++++> FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 9 - • ---------------------------------------------------------------------- »»-COMPUTE "V" GDTTER FLOW TRAVELTIME THRU ------A««< - 18 - UPSTREAM NODE ELEVATION = 1005.80 DOWNSTREAM NODE ELEVATION = 1005.30 • CHANNEL LENGTH THEO SUBAREA(FEET) = 100.00 "V" GUTTER WIDTH(FEET) = 20.00 GUTTER HIKE(FEET) _ .100 PAVEMENT LIP(FEET) _ .020 MANNINGS N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) _ .01000 MAXIMUM DEPTH(FEET) _ .50 NOTE:TRAVELTIME ESTIMATES BASED ON NORMAL DEPTH IN A FLOWING-FULL GUTTER(NORMAL DEPTH = GUTTER HIKE) NOTE:TRAVELTIME ESTIMATES BASED ON NORMAL DEPTH IN A FLOWING-FULL GUTTER(NORMAL DEPTH = GUTTER HIKE) 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) _ .605 SOIL CLASSIFICATION IS "B" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT _ .8430 TRAVELTIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC) _ .95 AVERAGE FLOWDEPTH(FEET) _ .10 FLOODWIDTH(FEET) = 20.00 "V" GUTTER FLOW TRAVEL TIME(MIN) = 1.75 TC(MIN) = 7.30 SUBAREA AREA(ACRES) _ .31 SUBAREA RUNOFF(CFS) _ .16 SUMMED AREA(ACRES) _ .82 TOTAL RUNOFF(CFS) _ .46 NOTE:TRAVELTIME ESTIMATES BASED ON NORMAL DEPTH IN A FLOWING-FULL GUTTER(NORMAL DEPTH = GUTTER HIKE) END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) _ .10 FLOODWIDTH(FEET) = 20.00 FLOW VELOCITY(FEFT/SEC.) _ .95 DEPTH*VELOCITY = .10 END OF RATIONAL METHOD ANALYSIS • • 19 _ HYDRAULIC CALCULATION _ 20 _ • GRASSED SWALE MAXIMUM FLOW HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982,1986 Advanced Engineering Software [AES] ««««««««««««««««««<o»»»»»»»»»»»»»»»»»»> ---------------------------------------------------------------------------- Advanced Engineering Software (AES] SERIAL No. 106121 VER. 2.3C RELEASE DATE: 2/20/86 ++*+++***+DESCRIPTION OF RESULTS**'*******+++**'+++++++++xx+++++++++x++*++++ * B=2' S=0.0100 + »»CHANNEL INPUT INFORMATION«« NORMAL DEPTH(FEET) _ .50 CHANNEL Z(HORIZONTAL/VERTICAL) = 4.00 BASEWIDTH(FEET) = 2.00 CONSTANT CHANNEL SLOPE(FEETIYEET) _ .010000 MANNINGS FRICTION FACTOR = .0300 NORMAL-DEPTH FLOW INFORMATION: _______ _________________ __________________ »»> NORMAL DEPTH FLOW(CFS) = 4.70 FLOW TOP- WIDTH(FEET) = 6.00 FLOW AREA(SQUARE FEET) = 2.00 HYDRAULIC DEPTH(FEET) _ .33 FLOW AVERAGE VELOCITY(FEET/SEC.) = 2.35 UNIFORM FROUDE NUMBER = .717 PRESSURE + MOMENTUM(POUNDS) = 47.39 AVERAGED VELOCITY HEAD(FEET) _ .086 SPECIFIC ENERGY(FEET) _ .586 CRITICAL-DEPTH FLOW INFORMATION: ___________________ ______________ CRITICAL FLOW TOP-WIDTH(FEET) = 5.35 CRITICAL FLOW AREA(SQUARE FEET) = 1.54 CRITICAL FLOW HYDRAULIC DEPTH(FEET) _ .29 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 3.06 CRITICAL DEPTH(FEET) = .42 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 44.85 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) _ .145 CRITICAL FLOW SPECIFIC ENERGY(FEET) • _Z] - • GRASSED SWALE Q BMF 0.002 CFS HYDRAULIC ELEMENTS - I PROGRAM PACKAGE �C) Copyright 1982,1986 Advanced Engineering Software JARS) ---------------------------------------------------------------------------- ««««««««««««««««««<o»»»»»>»»»»»»»»»»»»» Advanced Engineering Software JAES] SERIAL No. I06121 VER. 2.3C RELEASE DATE: 2120/86 *++***++*zDESCRIPTION OF GRASS SWALE Q BMP = 0.002 « • »»CHANNEL INPUT INFORMATION«« _---___ _--_INPUT_INFO_________________________ CHANNEL Z(HORIZONTAL/VERTICAL) = 4.00 BASEWIDTH(FEET) = 2.00 CONSTANT CHANNEL SLOPE(FEET/FEET) _ .010000 UNIFORM. FLOW(CFS) _ .00 MANNINGS FRICTION FACTOR = .0300 ----------- _____ _____ NORMAL-DEPTH FLOW INFORMATION: ____-_____- ________ »»> NORMAL DEPTH(FEET) _ .01 FLOW TOP- WIDTH(FEET) = 2.05 FLOW AREA(SQUARE FEET) _ .01 HYDRAULIC DEPTH(FEET) _ .O1 FLOW AVERAGE VELOCITY(FEET/SEC.) _ .17 UNIFORM FROUDE NUMBER = .405 PRESSURE + MOMENTUM(POUNDS) _ .00 AVERAGED VELOCITY HEAD(FEET) _ .000 SPECIFIC ENERGY(FEET) _ .006 ------------- _______ _______________________ CRITICAL-DEPTH FLOW INFORMATION: _______________________________ _____-____-_______--______-__________ CRITICAL FLOW TOP-WIDTH(FEET) = 2.03 CRITICAL FLOW AREA(SQUARE FEET) _ .01 CRITICAL FLOW HYDRAULIC DEPTH(FEET) _ .00 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) _ .28 CRITICAL DEPTH(FEET) _ .00 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) _ .00 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) _ .001 CRITICAL FLOW SPECIFIC BNRRGY(FEET) _ .005 • -22- HYDROLOGY MAP 21 - *t3hMP SUMMARY DISCHARGE POINT 2 YEAR -24 HR. STORM 10 YEAR -24 HR. STORM 100 YEAR -24 HR. STORM PRE POST PRE POST PRE POST RUNOFF CFS 0.20 0.24 0.28 0.33 0.40 0.46 VELOCITY FPS 0.36 0.95 0.36 0.95 0.J6 0.95 VOLUME-CUBIC FT 2938 2523 4113 3480 5875 4944 VOLUME-AC FT 0.067 0.058 0.094 .080 0.13 0.114 DURA TION- MIN 10.2 z 30 10.2 z 30 10.2 7,30 / o ' o Fri G / EX1 STING EX, STREE � LIGHT I BUI��DING �. EX. I P �� EX, PP 1 111 24 �J f 2� O T 22 `� Q .�� EI DING BUI EX, DWY LOIN , EX. ,��EC,----I #pp� 1502F3E 'r i VAULTa /1,000Z �^.�o �� 2 o .1 __ __ _._ _ ___�_ __�_________ --------- ___---____-- ------------ � c L_J ` 5. IFS y PAVEMENT L1' ALL D EX►ST�ivC'' P��AL T -� BROKEN c�� �, Q r �, Q 1 O .27 c ___-__�- --__.____-_______ _.___-_____ _ a _ _ U� ' 'l t (n T s _ - � L WAD - a o co r�1`� Q100= 3.36 'ti r. Q10-1.46CTT �. / J l� P c T C� 1UFS � � x �=� U010QL219-C - �n ___ ,�, qua 1 I ,gyp _� F I I �n O\ � � 51-1 °1( 8,5O TCiSt- 6.35 Ira __ _ _ - m ;� ►'� i�' �' 8FL .OOFS LL01m PA 0 co 'xI C -J1 a QO Ql) co 0c) LEGEND 0o r� - n .9�TC, NODE ELEVATION PA ___ P" PA % . 8.. DF 1 `° • i I I T- 2UES s �tNG �, ODE NUMBER EXIS r .4oTc �- ��� 00 STORM DRAIN INVERT ELEVATION BUILDINc� �� ( I 83In�v `'� a.9orc ►� O f �; -'" l �.Q�' �` B,40FS �- 0. 1r ( T UC TURE q 1006. ,35 --�-s) I I Lo N / U) -;u 10 0 5.6� 7 a6, 33 P� l � � - a '1 7.L Y �� � 8. D T QO� I 1 [] wC °3 U RA �, �• 9� � a SOFs � DRAINAGE BOUNDARY ca U u,, .7 FS 8. IFS , PO � o t r� � c 'u �{NG Ln ?< c� ( C � I 1 S to I EX c I � � 1 � I z �- I � I _ a �. T� -� I �. BUILQiNG - 1 / v> ,� ��� ��� 8,90FS -� ( _J DRAINAGE AREA cti as o0 00 Qu Ln I "_ - I I � c.., I a� �I� ry�, r. � L oADING _ ,� l 8.C rC art C1 f r r, 'Tl T O P o 1Q10=1-46cf s 100 YEAR STORM RUNOFF a a I 7.7 oFS- F i �.aoFs 1 i _ �y _ _- _...._.___.�__ __, _ __ _._ _- _-�.O____.__-- _ o �.L J �t , Ic z 1 �-� ► �, I Q100=2.62cf s to YEAR STORM RUNOFF <I- 1 8,1 OF S PA PA &� RAW, MP 9,65FS � r`� EXISTING B ILDING _ a, Za C , EX. FF=1 72,86 _T r _.. or U6,6UTG ' cp ,aFF �ECG od I � o 0 r-D I �; 'A- LLj (DO ELE . w Fq x U� D. 00 FT 28 INLAND VALLEY CASL"S! 1ul v , I EASEMENT INST. 455937 � � C) I / � �` 0 EX, CABLE 11 14 I 1 Q08�25F�F� TV 1 a >� I - - C 0 1 10.0 a { I 1006"3 � ? 01 . 58 PE 0 c� � S� EX1` TING I tJG _ � C rt� C� �� t F L LNG 051 UOFG " 1 ij ` i- �' _: f its- via Jj BU! DING r N 108,12 S �v �r� PA �n ____ rD FT-1 I 1 � X �V �. ��, �- ti �, ujQD Fri E _ _ F21 s R T€rD ;� �.; _= 9F� 15 0.1 P D5. of �- a , _ ' -. -�.. Q�ur, � S _s 9? S o� --a :ern EX. F H �-} 1,4�0 O5,6OF �� 4.J `�� �` D t. r� EX. TE 5ER r- F�-�-7'68 `� �' 14� �°� ;�D�i frl �µ L_1 \ I `�.i /�. ! o Cam, -}_ o r rlFri /f f�1 -a v I ( U�. FS 6.8 FS ,� PA F'A �. PA �- EX, r - ._....�_ _ � - �--�-- -- -- - T,., , 1 vy 6 9 1 �- Q T, U T� - 57C C�- C 1 7J` �,�J T EP EX C- err __. _-- �y _ �'^• ° EXI. _ C--1L.&C RCWD WATER '-J f^� �J I ��'�� y`mil/ -•.� F�� \� � � �- � ' J 14 5 THSTREET r I E X, �" '`,S` ' sr s '`,5�'p �, ,S Q� � , ,}, ,�;� :,'D� �, S Ex. SEW. M SD MH ° 0 � EX, EP � �2.95 c� E W. RIM EL iz \ �E�'�5,�, 2' GAS �~�``-- E?� ca S rA E � •. G1 AP111C SCALE /� ❑ r� \� EXISTING USA GAS O - /X MASK 20 0 10 20 40 j --- -- EX. P P 0 z / Ex, SCALE: 1" = 20' E LEC, VAULT / 1 Civic �t i e erin 28465 OID TOWN FRONT SKEET (951) 506�-4869 (951) 5W 4919 FAX SUTE 315 TEMEW, CA 92590 UPDA TED 5110106 HYDOLOGYMAPEXHIBIT DE VEL OPED C ONDI TION DAL TON 3-AIIXED-USEBUILDING LOTS 5 - 8 BLOCK 22 M815 PAGE 726 PA06-0037 SHEET 1 0F 1 lwivwC�MP LEGEND EX HILSIT A VEGETATED SWALE WATER A LIT' Y mANA ti I1� ENT FLAN LS_ LANDSCAPE ARES DAL TON 3--,M1XED--,USE BUILDING AC PAVED AREA LO " 5-822 MB�'5 PAGE 7�6 P�° coca ri �. 's BUILDING STURCTURE 10<Y,y9J- .r. CONC. HARDSCAPE � ��T � � � m � � � DRAINAGE BOUNDARY Q 10.67�V DRAINAGE AREAU.51 L S LS DISCHARGE POIN5 5 �t O �X WALK CAP EXISTING � �.� � FINISH FLOOR 2q, 5TH STREET �•'• •••��� •••'' �' � ;' LDS NI .: �ci;osu�: TRASH ENCLOSURE LOCATION 2� ¢j ROP.ROLL CURB STEPS LIS EX. EP VEOETATED u' ALE ` I VE SVl1ALSECTION A L' 72 L ��°��� '' � �2 tF 6 p� Riw N7S � / � I Falk, ,.�� o / — lop PV "RAI v DALTON 2 U � - - '' DALTON 3 �` UNDER CONSTRUCTION � ' � 20 � � � �� � � a �' S " P DRAIN �i 4 � 6� �a�� �a�f 6 4 �a ex, EX. p PL 6 � 0 L_ _ � �' � SIDEWALK ROLL CURB Ex EX. SIDE ALK J � 1/4• dER �r A.C. PAVEMEN ROL CURB 1/4' PER FT. � WALK co _10�X1�( AREA DR IN� CB I � �� � I °�' � X FINISH FLOOR - ' SLOPE —�' 2% 2% SLOPE EX. GROUN FINISH FLOOR w ROP. C&G 2—% �— --� 2 , �% — — � b -� b � ; �( �- - --__ � OLD TOWN FRONT STREET PROP. CURB Rd �F�►IN N/FILTER INSERT I L ROOF DRAIN W/F111rg-R NSER T i SECTION B \\� � CIO � � 9 NTS I I o� 'INLAND VALLEY CABLENS101 I � I U � EASEMENT INST. 455A37� � PL 20' pC 10 9.95' Q I IN PARKINS STURCTURE ':'•. / � � — LS JT DDC WC LS LS ����— LS SECTION C -- — _ �-- ------ , � - / A / PL _ �� 13 TS 5 TH REET u T/L/T Y PuR vE YoRs — — � — — -- -- — — — -- — --- — — -- iO06 -- -- — � -- -- �ap� WATER — RCWD �'06 SEWER — EMWD GAS — SOUTHERN CALIFORNIA GAS TELEPHONE —VERIZON o FEMA MAPPED FLOODPLAIN �� ELECTRIC — SOUTHERN CALIFORNIA EDISON CABLE TV— AOELPNIA m FINISH FLOOR ZONE AE (COMMUNITY PANEL 060742 OOIOB) MAP REVISED NOV. 20, 1996 � IMPERVIOUS AREA TOPO SOURCE FLOOD ELEVATION 1005,5 � AC PAVEMENT APRIL 2005 FIELD SURVEY / 200 SF HARDSCAPE 960 SF CONCEPTUAL GFi�AD/NG EARrHWORK -- — — CUT:50 CY BUILDING AREA 11,684SF FILL:260 CY IMPORT.- 210 CY EX. GROUN IMPERVIOUS AREA. 12,844 SF 0.29AC ROUGH ESTIMATE SECTION D SITE aREa=o.32 AC 1=0.29/0.32=0.91 FOR PLANNING PURPOSES ONLY 24" VEGETATED SWALE 12" � 12" Nrs ASSESSOR'S PARCEL NUMBERS EL__� 922-024-010 & 922-024-011 �L BMP SUMMARY VEGETATED SWALE APPLICANT NOT TO SCALE MR. BILL DALTON DISCHARGE POINT 2 YEAR —24 HR. STORM 10 YEAR —24 HR. STORM 100 YEAR —24 HR. STORM % NATIONWIDE LENDING GROUP 41640 CORNING PLACE PRE POST PRE POST PRE POST MURRIETA, CA 92562 951.304.0633 FAX 951.304.0655 RUNOFF—CFS 0.20 0.24 0.28 0.33 0.40 0.46 81rL= ADDRESS VELOCITY — FPS 0.36 0.95 0.36 0.95 0.36 0.95 41955 5TH STREET VOLUME—CUBIC FT 2938 2523 411"3 3480 5875 4944 TEMECULA, CA 92590 GRAPHIC SCALE 20 0 10 20 40 VOLUME—AC FT 0.067 0.058 0.094 .080 0.13 0.114 � LEGAL DESCRIPT/O C'$11$Z engineer�ng LOT 5 THROUGH 8 OF BLOCK 22 PER MAP RECORDED IN DlJRAT10N— MIN 1p,2 7.30 10.,2 7.:30 10.2 7.30 28465 IXO 10HN FRONT STREET (951) 506-4869(951) 506-4979 FAX BOOK 15, PAGE 726 OF MAPS SAN DIEGO COUNTY RECORDS. $U� 315 SCALE: I" = 20' TEMECULA, CA 92590 PREPARED 9/11/06 CONSTRUCTION RECORD DATE BY REVISIONS BENCHMAIRK SCALE SEAL Designed By Drawn By Checked By DRAWING N0. QROFESS/pt,9� RECOMMENDED BY: DATE: CITY 0 F TEM EC U LA DEPARTMENT OF PUBLIC WORKS Contractor HOIZONTAL �� '��2 PLANS PREPARED UNDER THE SUPERVISION OF W �"=20' � No. 383Q8 � a ACCEPTED BY• DATE: ° T WATERQUALITYXHIBIT A MANAGEMENT PLAN YY QM� Inspector �v,. e��o�oe Date � � RONALD J. PARKS .;. VERTICAL � '� HECTOR L COR DEPUTY DIRECTOR OF PUBLIC WORKS � "` ^� :a:� DAL TON 3 Date Completed �TF F'��Fo��� R.C.E. N0. 36306 Expires s/3o/os 19744 Expires s/3o/o� �'°�.;��:�'gm�:� LOTS 5-8 OF BLOCK 22 M815 PAGE 726 NA R.C.E. N0. p �•po PA06-0037 SHEET 1 OF i Water Quality Management Plan (WQMP) Appendix D Educational Materials Water Quality Management Plan (WQMP) TENANT CERTIFICATION I certify that at the time of Final Walk-through, I have received, reviewed and discussed all WQMP (Water Quality Management Plan) materials provided to me by (Print) , an Authorized Representative of the development, and fully understand the importance of following these requirements and activity restrictions. Date Tenant Name(s) (Print) Date Date Tenant Signature(s) Date Unit Address, City, State, Zip Developer's Representative (Signature) Date Water Quality Management Plan (WQMP) • HOMEOWNER EDUCATION LOG TENANT NAME TENANT DATE WQMP MATERIALS UNIT PROVIDED • For InformaL it f tc i a v_ ii 5 — . ff IJ LOCAL_ SEWEPwPd,, AGENCIES iN RIVER�:;7E COUNTY,. a a -4 `4� _ v. to r d A 1, ! j( } r.al 101116 �iS #n. Ay N i • Pe9e 1 ��� tym rr�Y.lf�ttr a:rt r{nniF+s �(�a> nrn4�£.� n ra .{ri .Ira J u. Yv 2 i • r f't i:f1�u1 I V Ili ^ I tS1 � 1 , lWit' ic, is - Iit 7ri- u 1tC v -: 1*a zt IE r ...>..y, r .. 1 qi tt, 21�I et r)nll C n i522 R ri- i ,. I Ie� 1 - r :ro 1 4 tl Yt G 21 • s-.. r ,_ rt��2�a1W It- $ 2 W;. .. RGI,it ny ftr n }TSF-T UE _ �`._ �air w.a.3'h i TESL - �.c•¢.. :�� L 2'Y --e PLEASENE57F _ .crs : 1 J.-, fi::: .S. e�.'. ., ?::.-. ',/, r-' - Ir C•"'d o rt"r';' �_... • Page 2 c`� t�ttf 1 f b. ?rt�t in our vvai Et { L.iY "`Lef, tt�?t t"i " J (;� rrt.t'� a � ✓r 't r+ c .r r rr ah 4mr,f'Cr4 enact..,3,T�'.,,ilre ...^.,^.7r»rr{7Jri�nllr{71Ii Cr!e om.,Cr CFIPfdc P;diiVishirtg and Repair Cleaning r sleet,::r$zr G, _wl; G s,,,al{' ipn0. fl-_ Ve, Iona Gf'Ol7t V J.: ;i ,.- .,� .,� San Cos, "TQ the [jewhy rvzdl « vr. v2 IF ::.....�k ....... r•Y::,I u 4 _ �LYSZ.�iu x"_:: �� F� •'R..L.F Qtln'� 'e. n stdi oas I u,.;at un. �6 jog Q al---gs • 4_Vt .nr s r, t it yr ! it z s.x, m4 �.[ y� y f�",c r5.i !-;are I mi?�� vain I?3•dE�B r7tii;;r, rarai:>Ienl acid Y!c JHY 1i3 3 � a :ri—g ardOran Repair find: �rtlmavv Tom MAT, on n�. e @r , 'Dots and Was n a A"! !-r{ rxrE Isft,ry (i d :if t`r. r .d. btu tile ia.: fti ... ;1e r.t..C,t - . ram_ , Wyk r , J - tu"Y5 V, e qqww 5, . "rapt n.L'5 R_ _8 S.Alwq,c 'erne-L_r O Lm M t .1 r , • Page 3 Li " f t 1_aiSi 1 ii r ( + _ Fri"$rlct'r. V✓P.qr io kic'I GQi ifOi-.r♦ rfli'Jil. f r ulie i1f.}. t.J7.jCJY @ritr jtjttf (tI ylUl(iapri ail sencsfus y aliecl -Gai-rivers. Pa.-°Ring h, M . . vp u h u il'; ;10 0J€+i Nl Ui.1✓Li}.gf1;flQ Ylara/pvWn_5!t,,.Minpc+>•� VE Ii. Y15a n n UIa[i�: _ t"n.- r .f-.— §' - b Tr`.'S10P.-- --M24 $,In'! � �,t) ,;�a 4.`, : `3 �5. 'i: , P If p IG B{i J'JG f-o= "haul%• fitif i(re+.!sra[isinnc:r5 and w.mfmots r r f)ii lu: p!1t(F':nr e[nrirt 7r��❑ Overt hi4gr 3nC- _ra/acn it.MQ �.. ' 4' !i] c"C', IF m 4671 rd • �i 7„� So��, e u' vc .. .ull vite t area q:ar le Ott .�. r.q. -_nC a.r If,,.i n,--d f.- i 7J n., �wtiF- !ii b it - r • Page 4 � v ! F :YYt 1. B� �r 7f..i13. r ?' �. ME . . U 4�L- A T5P HAZARDCAIS "At t ir vv °,ry f t I n f t O nh �r R v�. yr -� ¢ FFiGTcCTtt=,N P--VDC-.R/Aivit 3 - ` Eke; • Page 5 ` � EF� 09 Cu L s i �z • zd `„ aes.-+gam dse- .. _ - ram, .. r • Page 6 [f [sight'! , . , P"rooer Stou3cse and , Gi-0s3s0- arm, Oil j %F 'v Iu ' lir; fIttit t v Si4k iry �! iF v! at=t!! s�e�r S3; E1l.a t t F tPw pV YE s . 7 pr YeS. :ESs iY fr • Page 7 v� � t ._...I l £ T' j l 9 VnOIIA Dar, Ill • Page 8 js..mili i3irmS_ WAT ER AGENCY LIST 4�$�eNrap��A�+�zaa ��s[lAnagu sin atlnnv D.. nna manna. a am=. i(IC %C01 ll[lr ��a��A-AAp��n�A �anAAA noA�� o nad ngaveca m+-d n nanv� pc7mp City of Banning 922-3130 -�Iv rf:,yt,.a f7M)t9 7-i1tr:I »AI�'1rT� Vi1l,f'C¢�ntef�i i� r': City of Coachella (760)393-35:,2 i ty n Cnrnna 1 1 '7]-i i P OUTDOOR LEANING De�en enter CSA —, (lx*2_r an13 (� FI n r V-li?v NAW7 /Gn erd .i1AF a UM Fol rn Mutual Wa.er COMPany (3 t 1 4-=.'.S3 6 � II . r)r lit Ilrf V 9.t=r N,tnr;t f<.<1 1 1659:i 4,--, � S Jur ip Corn,n nits.services D A.Re; (a J-t,7 ,� r•t' a r•NFalr+r f11.'hirt iG )277-14 QS v Ma oh Air rorr Base G '--7JC<i r e <-n>_�_H a c� ciLofPamSr Ir) t7Fit,i s 9n[ s v Rancho C.aUatletc �12 • r n � � �rY,',JP::1 tY I .I v: {.-1 T^{J '3 0.-- �t Rlary r'SAu57 Irr{n 922 495 Glib ut fives IN IlPnt 4eflevClub.Ir t A4.r-4 e1 8 .e. ..�_+et "" 21 r . . ro . fay s"00s f wash Iff&W if >HR; • Page 9 f .}G+�; ...a! C.:. .y!'IC- ,t:� �i' .��,r.. �' 1(lt'i.}If}If1Pr � -9 -s IurIL uh'` ;� rr�[ l ";1 I -1 O" 1. -.;' , body. ,. a lii� r C� it i�I rt _ w1.., lr I,wike. p.-ad L _f, ow and over so•'l_;` 3� i f i t.P i c: 4by '.' r a 'yc; f :JiOc'... tY:. "n..�E. 5 .Slid rf _ asca f if=-_j n,: .L.il m 'l lr: t, r pywr or MCI ..all. c... .`i o :,w :f I ALL Awmany }IS nesmnri „. l L7E°,tiaK or _GM_ C'':_. _'-il C} .I ,! r. l....fl:il; r Ptf'ifir "i �z : • lid. (;apeC.wp,',vN v _.,,�? , '2- asp ..cons, r .n Mvp wgo C. i i}fhtli';=P .:Tflf_-: . _ . i tt .�( dJl h JLi ..,. I a g ...'�I 4. . -. 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LIAO 1h,Z"Wy n!w: watushucs, _tTiF vr.7 wE a'! 000 077 le porm, WASITS 1710 yukA Own kA .4`v? c� PLEASE NOTE TA"V. o . Zam no .1,70; ASK, n Isle! ons WOO, "'IF so. • Page 12 £l eBed • _ l � I ip!A-751, t. 1 i NEVER HDSE VA01,E OWL lmo the ANA, COMMUPAWS vote -Swup Se :my Some- ��r ";5L A&MENIF Own that 'qovevr' pc.t Inns p !-9,71 -x:nl�":IC .-!1-:7*,41 in Ti--4-,1":S I: n Mrse Cr pla'. C; or Jcra tng t. 1 St T by Me ;I I C U 7 water ajivn':;! mu'l J� TO y, -' � -�.JQ LC,, AL CODE Cl -Jrnple !test tU fo-id Out morzz Obo, it p r re,ge C;I o. (RAM) speoYeady for lvr5t ttiF nwny Moves of own'-'re subur'7.,oi, AmErica SO add W Lo.I�vr, godoem jove yon; lawme prow so W from drivcvx. nr,;-lL motor --!i CIS:' piic� C" menur'-' irl cic n mvc7y m� ur,'7 - c�r tcrp `,rr�� pd_ tn LIZA 1777:1 �l z kenp ranwOer nut. to amoom of Your Wflaym, hozardous mwermals, Malumn Your distpirt iv munu: (� uioot:ilc --, u-o vc 6 W 7AA a m Wpm of fnr&vies vy urvalm wom, VA"tw'1Z fl;jOs properij 'iouv Fth,--'.p can be pm2wiea if inp, mignst qw, nA or -:kj to i,v-1 tiv0jZ- antf recz, tha; :'i ipC onto tlh s..Wpti i€.E;l an, hoi't tcil k"n,tlnr or two or is s!ot eJ innpc-n 5 rlt&n mcpi-irc 1 andliqf�i g-J, At,Al, q 11 x• , Fly 14 CREATE A HEALTHY ENVIRONMENT in and around your home by following these simple pet practices. Your pet, family and neighbors will appreciate their :'el�an.comfbrtable surroundings. NOUScHGILU L�15 the dog into the environment They can be We all love our pets but pet waste is a carried by f lies and other insects,wind and subject everycne likes to avoid+. Pet waste dust, left on trails, sidewalks, streets, and grassy areas are immediately flushed into the Flies and other, pest insects can also nearest waterway when it rains. Even if you 'increase when pet waste is disposed of csn't see wooer near you, the rain or waste improperly, becoming a nuisance and adding water WASHES all that PET WASTE and yet another vector for dlseQSo,transmission. E.ACTERIA INTO THE STORM IDRAI^3, where it travels to your neighborhood ._ree. ants-:.i_T=,,t_j V r [}r,'1 or take untreated. These animal droppings no SC- u e -...- .�v p Ei:t� wastet2 _n, flush �i _vwrt u aisc• contain nutrients that can promote the +heto;let. growth of algae, in our` streams and takes. tt1E VE'i DUMP l,'ot 'tnc+e into a 51'.^.r•n T , a risk of S T0PAAWATE a • n ;h < ,. CCjRITAMIIvA'1-:Of` INCREASES, ,f ^mot is i_ inC prtnicninrV &Aar-7 Cr muttwaste is allawad to accumulate in animal per, mittG of t[_.reij in rla Cgn,Q.nSr"c n+ !nr'al areas or left on r;1rwalk,5, streets, or parks- drivp,woys wM,er•e rl,nnfs C^_n rnrry snom to t,f4!(Kr C1 t Kll SS Y.VJ \^Irlen walking VQI,ir stcrr;: ewers-. `.... rtn^ ...._..<. thin? '":' :.tF'.L'.`" ofike V��WW(�Gl'S WIG Qt'E WI}P041 ffv li =i ti4a5.: Fi t ..:.0 is tC:=�.-� hn`A to ht'.r-erht Yar cr!un? tn2t _u.n 15 .... . r. :n-1 cotifC1rm bacteria, th irr1 is Sere^a trtr„ jai� Kivu NE1671HR'i iS j -L5. U'0Q!; l.lsv laFFY 51U.( 1--f1 11C,drd 0-i0i iti"i1J ii, _tttIr < 17 tom• n --P i((rl4!?? a .. t,�� fneLz v _ ...]ev�..S ..-.. 4c DID YOV K°SS-vvOW _. ta:::i ay the TALL FgEE '_ 800 �06 2555<., `.- i "ii• _ .:Ir .. • Page 15 TPV ro_mnostino - A vegetative cover MATER, tAciC ,RFC r`T:�� oinred around buildings Many of the chemicals found in barns or on steeper slopes can require careful handling and proper e_" disposal. When using these chemicals, help minimize Bros en z�- �,�,.�� P° and a b s o r b F g" be certain to follow these c0rrmon nutrients while senseguidalines: improving the appearance of Mm � - Buy only what you need. your property. AW Treat spills of hoof oils like a fuel In addition. spill. Use kitty litter to sock up vegetative covers will �� the oil and dispose of it in a tightly provide animas with better traction sealed plastic beg. during wet or icy conditions. KEEP animals out of steams - Designed Store pesticides in a locked, dry, stream crossings provide a safe, easy well-ventilated area. • way f or horses and livestock to streams. protect stored fertilizer and Fencing encourages the use of the pesticides from rain and surface crossing instead of the streambed to water, navigate streams. This will allow vegetation to stabilize natural stream call 800-506-2555 to locate your banks and reduce sediment pollution. local conservation districT to find out MOW postures what to do with your current backyard to proper = - ,, manure pile, how to re-establish c healthy height, six _� pasture, what to do about weeds, and �s —�a what grasses grow best in your soils. (6") inches is typically u Thank you for doino your part to recomrnendea, . protect your watershed, the environment. and the equestrian ii Loon - � :"" ; _ way of life inyourcommunityl • Page 16 VIATER _.AGENCY US 3 c ��$? -yf ;♦-rye} {{'�' yyyp{�[}� '�j y� 0I L.fol i't4rr;9ii - r .. Ids MOT. _l � e rP r r f u r n r I ,. u lv If { 1r Et: ,- -n a � .. g � � R G I�- _.-• - _- .. 1 "� x AS Wq CIE uf Wood, 9 10t Lltt )G L'< -.... .. r.. fvAf115 AEIFS;{'lIE�6a.-CHI�4R Al{d�4�iG11��4�I.ifi4s#i�. i M t n annvnaoo>anovt aannvac- avn namanaa II Gc f x <`{ on • Page 17 00 99 P �06 � ., - . Gr�7vS, t_:- .':it tE:`. . . �J I�jJCI`a t" icj r-� •nr y ,..<U . .F �.i !2c3fliilC' des='lir li�li' 'I r t)Ilf:�lttllfr, S).1r, --jra _,U�< :}'f. ... � � _. - i.:�lfi!l(j -tonn y_+ r. prey 1 v Tlni�= a .*Y ! e (Ci(`r1 Rog Ufat_)m-, oj.mgcrfr..!„ 'JP .�llll fi�F t".�.o ac�`Si� n� '.`r �,.. r�(;:'�'4 r .-pi'.-1.i.[> Ic.(" . .�: .�- i_ .�t*1'J.� hit fr•�;... .a or.li r- 01 and admi 1 U _P, lift,f. fool wases anc :loin, ;Y-'tYt;rnL: T titic,.iti f ' E i_,i. •� Sri, it-`a.+ ne ) J:Ilit.(Il O It �Y;: L:lx-c`i!`'G; 'lul if 'inrC,a ,`*ti C stcrm je at:?. ct- +:i ;it ;tU 1 IF ALL 2. h - mllov.fing ' she GcII L, (: ,� U "Q'r f.lc;.f'�.l i i�l„I:;4"-. ` (�c-•twil.,s . f c' S .. C�obs`ms or pia? '�� O"-t<i C eanop • i nt74i.a{uE'Q ow UC'F 7lr.i 1 ::. C8`+ f✓ 14.' .., - J a 3 ti1 a s "y! r! pe"resor and AG _ CI Et'mi ryl 'largeSH not sins, isan r! c or fin'q intot ijsl t-h;' "k 'iW�. Z r-.,..ru sews, r <.fucernin,q, water :i'r-: moo,. 1.c_.. ._ ':C..� . �ve ncQ once the amer W B1_.... b a ,;qp( ri fc- Ospns i' tc, t - tan senor :-i speak We Gs' - 1 =800-506-2555 onOn :ck rtf this fi a ,..iambum :'.. its^. ' "nit 1 ',PiAvei 4g c d's i 1 am. sr`tcrr v:JIcr tl B t �t �•3il�i�i:.cxt.ina L:?p�_;�i i� '�.il ti. 'fir � x ��. Si3LP:'• "i'1-.a.d e swapOpa! • Page 18 kl i i1.dr5'-all �t31i,.f '.NI.+li) ic"{ t'i", i.5-- Of 8l(IF;, - r )t -( �+- :. t; Vic- .: al �L.4. t 11F f ,"V + Sp IF p'� 1�= ille ' t •J('� iY'.'. � JaR �3�1 .U! fu ' c; 'A'13Y^I �.de ,iVold t+"C iiF �' K a..41 ii8:-�M: i- n ,rn,_ri; t t;i (, at :7 j _. ..it va iY_ 'AhR ')`I, MP aj. 1 -lrtti b,3„_ Gjr,hr 1..e7 Lv LI_., {_« ,Mt.r b '-''" f � Y � vLt 1=ar � � '` ' "1.iF f ',. SL J ' .,; .'t?iiE;. ;;fi?�•. J-;,:I-, ;:11,;C1'.: I.lu.._;.�_;1 i-_`"..• f' :f:'•,: Ja-,h9r i,i ..,:.c;.-:+ Get':_: i:{ } 7;+1b`:S'_. 1 -a7td1i, Or al::itl!lk}�� :fC Ld',ia�iler .:hJllla '. tene'� ., d' -..y',ti � FI '.', ..4 !`•�':.t. ,'EC} °C.. ' r,?i-'l. ^._h"L,l c:2t11 , „1 TI -11:f���`-C�^'F{1711:4 ..?i_d;,D?it'i1'.,tlle. :yt�:Q ;. t r •7r"_'E{ Lf �-� � + 1 f-• 1 .,_:'� l ` . `1,35� ltr iSi'. Pd l• n 3u u.'vI tt,a: 411 • Page 19 ere we wat i tnl ltA�t �y jL S. storm ®rains ave no! connected t®pp ss�a/�n�itawl R..... / sewer systems and R treatment Wants! The primary purpose of storm drains is to carry rain water away from developed areas to prevent flooding. Pollutants discharged to storm drains are conveyed directly into rivers. lakes and streams. Soaps, degreasers• automotive fluids, litter and a host of other materials washed off buildings. sidewalks, plazas, parking areas,vehicles and equipment must be properly managed to prevent the pollution of rivers,lakes and streams. Preventing pollution is the best way to protect the environment. In addition,it is much easier and less costly than cleaning up"after the fact! �T S e Gap nd Co of Riumide ^ Fir :ill. l.C( 3Y. �' u 1 L I n -t1i IiI :".;I - . r t*rP-r�.� ,L ; r I:; ,, .• ,. ;��. ,r-=-�r _. . . _ - - _ j _V 421, 1, y s—^ PLEASE NOTE: - Cr • Page 20 I 41 Flo e4 '4 IV,' rl L P4 t 03 4 %q N, CC." 19 "d 4 T For M U 4""q ,4 44, 5. ONLY RAIN I WTH E-STORWID RAI -A'! Riverside Count�.IF16(jd,)Control,Dtstrict 9,`L. T —'W� 4! 1995 Market Streeti,Riy6i�id6-CA7.92 0 AM.�1, Pityn 'bUb'ZZ!)W) S Call Toll Free: , 11 800- r Versiclexa.bs­ OW E mail: flood.fcnpdes - I a" t,!......w. r or visit www.epa.gov/npdes!stormwater epa.gov/nps 4, Al"! b 44 j -s `7 �. . � t 4 ,�,r3' M ���t�� �� .,. �7 v •r..g ptd � '� q, s { � i x y P . t >Nlop, Zvi ' �F,�«n%�i � Ittb PdiiU Rr rJ In dCr nl110If czn have ri c: iy adverse effec:5 Or plal I V Nii't, StUrnl tiaLE'r runoff OCCUls when ql e�_II ICa.;On .,Ii1L,a y and poop. from win or sno,,.melt flows over the 7round. • Sedinwrt can clad the ✓ater ail # Inlp ions surfaces ,I{,e r) Iv en o: .Iduwalls, ',Ind rlake it dIYt CLl2 J" and sheets ptc'✓f nl.bti>r!11 a atLr frOlil impossible ltl InL, 110 x-h ytS� ry�li,, -CIA x rI w grew Seth 1 em also can 3 r naturally atlking a the e lain.,. -k� s destroy aduadc kaoiGirs ,-s�.::s. 1, ♦ GXcE. 5 nll tllel rti can taus" v`¢.�,�ar ��vy�, a�s}'{; ; u '�� ♦'^' 3s 4 if ajac bloom, When ai7ac, die tI,C'V sink CO the bollol'1 and deccl:lpo;e t,,fi ( <I, 7k i .f,� Ill , pr(�Cc55 that Iel 1C, es oxygen from f�4 Y s t ^�y� f' � The Ndier. Flesh and Gtri er aQl atic l st`L.,Lyj, X' ✓ k .+a $,.� OrE� n��t7i5 can�t l.xlst II� VaIE' \ th ICV: • " A¢ til5 f .t � dISSOVed (1xbPen l VCI° OE . 2. Bacteria and mher pathogens can wasili 0 >: ;M ,3"s II-1te, Svl 11 ltlily irea`=and crepe heatrl , „>y4t �2cu, ra hazard often making brwd, closures I a�M AYlyt" �r vas i necessary. kSi fW .�vt.�i-":n1d�:v�E'sh J5, mw. It f tip' • D hli,--plastic f a,;s six-pack rings battles, and a� G i lq cigprveive hilt \ a hE'.Ct into 1:atPrb'rC.cS fall choke, suffocate, Or dMe a<t obc life li:<E dicks, fist t Irdes, and birds. NT ot � t � •,`t'� �, � ♦ Hr l m � I old n rcious ,a�stes like t sec.teidcs p stiud�, tail t a ) DUI UI �5, used I1oLUr C I d other evnc, filCliS cat) p01�01 i cl a i'rC life Land r ,n rnal no pow,ie can become Q k or .Le from eaul, , aiseasa_I . As ', > '".:_Z10" ,t { ,. L i cdil,l she Rsh or ingesting WOO "aver- • P011uled storrnwatei often Stormwater can pick up debris, chemicals, dirt. and other affects drinking woo, pollutants and flow Into a storm sewer system or directly to sources_Thls, in turn. car a Is, stream, river, wetland,or coastal water. Anything that „ �,_ ' o�c{a�y fir human I r L h and Vt,t.{n' , enters a sCornl sewer system SCe IS discharged Untreated IIl:O .F'AA" '$S p mks. p j�S�� nCc C dl III , g Al'd tei )r�Y �4 �� 'CIt UV T the waterbodles like use for swimming. fishing. ,.11ld providing � ° t��sOtt drinking water. i m' my arE'3^ N{ I�`.v b? ".+>y ' � Si •'+%1'S� �i '"C/Si I�.,fu)^3q' � �a+� v �a 1��'}}L,(��`�y�/ir r 'i�^dA�y_. ey 7/a'CLk h lx adga 9 ri a .�N "i 4 ye k ��r`a tt� (<' /� t x�'v1w 1• N A = Auto care RD tty ✓ gyp* "T a :N marl t Y �' Ma f .�. A F I Ir i TY:aS n au-,) l -r 1nr':1 S Y L�.'iL:l/i�lt)M. fd t,iovlw,-r& GLlgOV1 pmll idem4,' fj 1 r i r .� �' y -utor:notl C O iris II toll ittS,XRP;;7P.1� ,,11., i PfN;r1 lAb3(PN,f.K�l�, +Ui'a4n-✓ G 9?J9E f1 lr t'rrnh Cr �:'✓.11' 0411 7Cr1!8d lihC1. � t ! c raun; 1_s the san _ eselt as u�no r the rl yell l" .IlrErtl; 1. i) !"A,./ t h / / into , % Iterbod). r a, RIWWYN.gM/ Use a -at v,ash that tasks or 1 J I �'ss. r „lr t, , t. rs;+� is arm i'i two, .2,.:.., , recycles Its was ewater, or wasli dour car ol"I Permeable Pavement-=frad ucnal conc:e/e ar,:: 4 your y,ra so the wafer inrikr+tes into lice asphalt don't alto warar!o�cjsk into dxgrol ground, hat:'as rn sc <ur (ls rely on tor1�d :In; ro Lawn care dl :Ir in -I l:d w Ic Pomu a7.eP lenient • Repa;r leaks and dispose of used auto fluids -,,tens allow rain id sn,_ l melt to seal, tnrou h Excess fertilizers q n and batteries at is ignatcd drop-oft or arld pesticides ` 6. r recvcling locatio,1t. deny 9SI lr StOi','ti..alCr rlir )ff � applied _U Ic NIIlS r r a . d7�� I , Rain Barrels—You =a'1a>'Ig and >;nl 'ash �`+� x�t�,r h�;: �� cr.l!ec rain sayer [non orf and pollute � � y r s r y ; P , � ...�` a' Septic � �,:,�•>� .Pet waste k'� wet r « en � oof.op, i In� �Ga Ls y s[rean , In ^` r systems �: � b ��' y roof con a,n,rs The �r addition vard � � �k Put . stc can c --- a t r' '" # , water cal, be used later or �« F-' cli In s and *� & ' I I a me'lor source of w. PP g .wx ,>h• ��l Leaking and tiR1 ,vn<,r uceu ar:«. !eaves. can wash pocrhl 1° 1.t 1 r actcria and I' r y r g into stony drain.and contr;bute nalntair<�d ccss nutrientss u 1 Rain Gardens and al • ; nutrients and or panic•natter to streams. a in local waters. v "" { septic Grass Swales-57eci•rly ge `5- Septic rt - t..,�.... systems r �Icase nuv.ents and , le;i-re ! r eas planted • Don't o.erwater your lawn:. Consider Our walkine 6 Path C1�UR baCleil'1 "C with n ICI I nil t�can pl Cll iCl/ all ial 171E Ce.. f,lr ,_isin g a soaker hose instead of a ou� pet, ��inxesl that call be picked air fn . .al 1r+at(r to c�llrct spiinklcr rernem'oe. to Pica .rp the v earl b GI UilYgter end LSChaI"""e(f o d-5re and dispose of:r a ia soak Into ih: • Use pcs-,iddcs and fertilizers into nearby/ w terhodies proper],,,. Flushing pet �'; 's �r �u K�'I gro nrl. Rain born Patno=enscan (a.se Public �; fie spa ing1j. ��I1Cli L -e is rece55EIIV rise r, f Na5Ce 'Is the best disposal l - ,,� w t { � rC0 tOp ir(.as or paved these chemicals in the ieconlmended health hroblenn and method. Leaving pet ,/.sate N �� x ��r l a I i be dworl('d amlot nts. Use organic mulcn or safer Qnvi Pun ntal co dins oil the grolind increases � '�� ti „a`f ;bti WN tI iilte nose arc s rat ter y sR� �g � )est control nienn d .vninever public hcal(n rsks by 0 3lollw kR�.,t=i than into;to.l rralns. F • inspect yours stun every Possible. 3 \,ears and punip your allowing harmful bacteria • Compost or rilulch yarcl waste. Don't tank as necessary (every 3 and nutrients to wash into vegetated Filter strips—Pilfer strips are areas et ease it in the street or sweep it into to 5 %cars the stc7rm drain and native grass or plants created along,roaclways or :ventually into local stre Id-ns i hev tiap tre ollutant> storrnwater stoinl drains or streams • Don't dis ose of p watcrbodil picks up a, it Ha:vq acmes dove•.+l.qy;and streets. • Cover piles of dirt or Tuich being household hazardous used in landscaping projects. waste in sinks or toilets. li • Dirt, oil and debris that collect in F o,controls that aren't maintained can -cause ,� 3 r•'' " parking lots and paved areas can be excessive amounts of sediment and debris to be ( '7; washed into the storm sewer system carried into the stormwater system. Construction ; of 4 y � art a and eventually enter local vehicles can leak fuel, oil. and other harmful fluids Nra rt= t M waterbodes. that can be picked up by stormwater and � { h deposited into local waterbodies. i I u� • Sweep up litter and debristrom a �, w�4" +l <3 < sidewalks, driveways and parking lots, • Divert stormwater away from disturbed or yr; ,�ti rs- w � � lly p esecia aroud d n storm rains posed areas of i i ., ex t construction Site. g` • Cover grease storage and dunlpsters 4 Install silt fences, vehicle nuud removal areas, and keep them clean to avoic leaks. vegetative coffer, and other sediment and erosion controls and properly maintain them. • Report any chemical spill to the Igeal especially after rainstorms. " hazardous waste cleanup Learn. 5 They'll know the hest way to keep • Prevent soil erosion by minimizing disturbed spills from harming the environnient. areas during construction projects, and seed 1, and mulch bare areas as soon as possible. �s IL p/iJ!SIR ' 'lf k ')f vcg tation on Stn om 7al'f.. can l-ad to erosion GverSrazed pastures can also r /dd'f't comfit use %ceSS:V,?amOUn ech ll n o local waterbodies. Excess feitilizeis and L.3 ��� •�9 y pt iaaes can Poison aai atic animal and lead o destructive alae blooms. Livestock M y. k�r r;e �. sSRal7is can conranlinate �atcrwayn ''Ith l:act na ,tlaking^them-unsafe for human contact. ,za q "= R^ 1��� • K.�_ lIVC4.Ot-�away from Streambanks and provide a, water source away from Waterbodles. tt + ! • S > e and apply manure away from uaterbodles and to acts rdan .e vith n nutrient manage vent plan kr � t ' I � -- ' • 'egetate npn: al: areas along waterways. T�; • R ate animal gianni,to prevent Soil erosion in fields r; ki"� f Lf cry " ' �', • Apo fer:iizers and pesntides rccordmgto ;abel � ` ;aka instructions to s-Tve money and minimize pollution. Uncovered fueling ow sloth t+� ?.r '.. ' S aticris 6 r N t washed into stop en drzfns-Cars wal+il g CT be repaued can leak fuel oil, a x' other ha,iilfulrw $� ' Im ro erly nlana ed to in operations can result in erosion and fluids that can be plc kud u p r rr arer. '•c�.7� ar?y p p g L g P av � t t al sedimentation. + 9> Nf • Clean up spills immec ia+Jy aril propo ily • Conduct preharvest planning to prevent erosion and laver costs. dispose of cleanup m terial •Use logging methods and equipment that minimize Boll disturbance. • Provide cove' over fuc lng auoi s gild design or retrofit facilities for spill _•� • Plan and design skid trails, yard areas, and truck access reads to w " r containment ^x minimize stream aussings and avoid disturbing the forest floor. •Construct stream crossings so that they minimize erosion and hvsical Properly maintain tlec cl Je s m pr tent a g p oil, gas, and other disci ire.. trc ni bin{; changes to streams washed into local waCe?bodies. �?•#w ' ' 1 • Expedite revegetation of cleared areas. •install and maintain oil/water separators Water Quality Management Plan (WQMP) Appendix E Soils Report 0 0 D • • Water Quality Management Plan (WQMP) Appendix F Treatment Control BMP Sizing Calculations and Design Details • • Worksheet 1 Design Procedure for BMP Design Volume 85`h percentile runoff event Designer: U . eQIQ2F/4 Company: LC at, i L _.V Date: Project: /L/ Location: T S% 7 x LA 1. Create Unit Storage Volume Graph a. Site location (Township, Range, and T &R Section). Section (1) b. Slope value from the Design Volume G Curve in Appendix A. Slope (2) c. Plot this value on the Unit Storage Volume Graph shown on Figure 2. d. Draw a straight line form this point to Is this graph the origin,to create the graph attached? Yes ' No❑ 2. Determine Runoff Coefficient • a. Determine total impervious area ASP _ , �� acres (5) b. Determine total tributary area A,o,,,_ 32 acres (6) c. Determine Impervious fraction i= (5)/(6) i= d � � (7) d. Use(7) in Fig3ure 1 to find Runoff OR C = .858i - .78i2 + .774i+ .04 C = 0 •7S (8) 3. Determine 85% Unit Storage Volume a. Use (8)in Figure 2 Draw a Vertical line from (8) to the graph, then a Horizontal line to the in-acre desired Vu value. V = r'),Cf.� acre (9) 4. Determine Design Storage Volume a.VeMp= (9)x(6) {in- acres] VBMP= 047 O•✓Z�= 1� in-acre (10) b. VBMP= (10)/ 12 [ft-acres] VBMP= D . 6 Z ft-acre (11) C. VBMP= (11)x 43560 [ftl VgMP= 0771 ft3 (12) Notes: • 7 • 3. Using the runoff coefficient found in step 2, determine 85u, percentile unit storage volume (V ) using Figure 2 (created in step 1). 4. Determine the design storage volume (VBMP). This is the volume to be used in the design of selected BMPs presented in this handbook. 1.00 0.90 T-- ---- --- -- = 0.80 --p s— ----— --- -- - 0.70 — -- -- - - o 0.50T��- - - - -- 0 0.40 — - -- c 0.30 1- -- - - - -- • = 0.20 -- - -- - 0.10 - - -- -- -- 0.00 - 0% 10 20 30 40 50 60 70 80 90 100 % Impervious Figure 1. Impervious —Coefficient Curve (WEF/ASCE Method) Imperviousness is the decimal fraction of the total catchment covered by the sum of roads,parking lots, • sidewalks,rooftops,and other impermeable surfaces of an urban landscape. 5 Plot Slope Value from Appendix A here--, 2 ------- 1.7 1.6 1.6 1.4 00 M Z.,- 1.3 C: 1.2 U) —---------- 6 1 @ < 0.9 0 3 C J 0-8 0.7 0.6 0.4 0.3 0.2 - 0.11 - o rn 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Runoff Coefficient (C) Figure 2 Unit Storage Volume Graph j, L ROM M Tit MAI CNAL y�" I`, ... - ? ...� ' '. '�" ..1,,Jyt J It{ �� '�' w r ::�.v.f� '`411) f tl ' - TL T4 T4 !,Tss to S El T( It! if' II- F". 110 j"W'. it Tal A Arl 4 r ,1. .+ Slope of the Design Volume Curv( FQE �IWE k4e 7!— RiW R5W • Worksheet 2 Design Procedure Form for Design Flow Uniform Intensity Design Flow Designer: Company: l- Date: f Project: a v Location: % C. l 1. Determine Impervious Percentage a. Determine total tributary area Aio,a,_ (� ,3 Z acres (1) b. Determine Impervious% i= � % (2) 2. Determine Runoff Coefficient Values Use Table 4 and impervious %found in step 1 a. A Soil Runoff Coefficient Ca qA- (3) b. B Soil Runoff Coefficient Cs = Q t� Z— (4) • c. C Soil Runoff Coefficient C� _ (J/} (5) d. D Soil Runoff Coefficient Ctl = �)_� (6) 3. Determine the Area decimal fraction of each soil type in tributary area a. Area of A Soil / (1) = A. = © (7) b. Area of B Soil / (1) = Ab = gZ (8) c. Area of C Soil / (1) = k = r9 (9) d. Area of D Soil / (1) = Ad = (10) 4. Determine Runoff Coefficient a. C=(3)x(7)+ (4)x(8) +(5)x(9)+ (6)x(10) = C= © •Z 6 01) 5. Determine BMP Design flow 3 a. QBMP=C x I x A= (11)x 0.2 x(1) QBMP= •Z( tj2 s (12) OOL C45 • 111 • Table 4. Runoff Coefficients for an Intensi = 0.2 'n(t,r for Urban Soil Types* Impervious % A Soil B Soil C Soil, D Soil , RI"=32 ' 111=56 RI =69 RI =75 0 Natural 0.06 0.14 0.23 0.28 5 0.10 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 0.30 0.36 0.40 25 0.27 0.33 0.39 0.43 30 0.31 0.37 0.43 0.47 35 0.35 0.41 0.46 0.50 40 1/2-Acre 0.40 0.45 0.50 0.53 45 0.44 0.48 0.53 0.56 50 1/4-Acre 0.48 0.52 0.56 0.59 55 0.52 0.56 0.60 0.62 60 10.56 0.60 0.63 0.65 65 Condominiums 0.64 0.66 0.68 70 0.67 0.70 0.71 75 Mobilehomes 0.71 0.73 0.74 80 A artments 0.75 0.77 0.78 85 0.7 0.80 0.81 90 Commercial .82 0.83 0.84 95 0.86 .86 0.87 0.87 100 0.90 0.90 0.90 0.90 `Complete District's standards can be found in the Riverside County Flood Control Hydrology Manual • 9 Worksheet 9 = Design Procedure Form for Grassed Swale Designer: N C6laeE.4 Company: i1L[- of Date: Project: / s TT— Trz, Location: I q SS 1. Determine Design Flow QBMP = Q, �Z Z cfs (Use Worksheet 2) 2. Swale Geometry Z ft a. Swale bottom width (b) b__ b. Side slope (z) z c. Flow direction slope (s) s = o•D/ao 3h- 3. Design flow velocity (Manning n = 02) v =� ftls 4. Depth of flow (D) D= D •01 ft • 5. Design Length (L) C-7)Co• 0= 7/¢ L= (7 min) x (flow velocity, ft/sec) x 60 L = _ ft 6. vegetation (describe) 8. Outflow Collection (check type used or _Grated Inlet' describe"other") Infiltration Trench X Underdrain Other Notes: 55 GRASSED SWALE Q BMP 0.002 CFS HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982,1986 Advanced Engineering Software IAES) ____________________________________________________________________________ Advanced Engineering Software (AES] SERIAL No. I0612I VER. 2.3C RELEASE DATE: 2/20/86 4x********DESCRIPTION OF RESULTSx*+*++x+#+txx*tii+Kt kr+xY+#++#xttx*Y tx*++x x* * GRASS SNALE Q BMP = 0.002 * it+*##ixf*#xff+4Y#t+x#Rt++fftt#+Y***f*1*t*41f4*##kxt*kfYt+4+#*R***Rx*+++*4#K • »»CHANNEL INPUT INFORMATION«« ---------------------------------------------------------------------------- CHANNEL Z(HORIZONTAL/VERTICAL) 4.00 BASEWIDTH(FEET) = 2.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = .010000 UNIFORM FLOW(CFS) = .00 MANNINGS FRICTION FACTOR = .0300 NORMAL-DEPTH FLOW INFORMATION: __________________________________________________ »»> NORMAL DEPTH(FEET) .01 FLOW TOP- WIDTH(FEET) = 2.05 FLOW AREA(SQUARE FEET) _ .01 HYDRAULIC DEPTH(FEET) = .01 FLOW AVERAGE VELOCITY(FEET/SEC.) _ .17 UNIFORM FROUDE NUMBER = .405 PRESSURE + MOMENTUM(POUNDS) _ .00 AVERAGED VELOCITY HEAD(FEET) m .000 SPECIFIC ENERGY(FEET) _ .006 CRITICAL-DEPTH FLOW INFORMATION: _________________________________ _-___________-______ CRITICAL FLOW TOP-WIDTH(FEET) = 2.03 CRITICAL FLOW AREA(SQUARE FEET) _ .01 CRITICAL FLOW HYDRAULIC DEPTH(FEET) _ .00 _ CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = .26 CRITICAL DEPTH(FEET) _ .00 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = .00 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) _ .001 CRITICAL FLOW SPECIFIC ENERGYSFEET) _ .005 ------------ _22 _ 24" VEGETATED SWALE VEGETATED SWALE NOT TO SCALE • • F • , r FloGards Downspout Filter A multi-model building-mounted filter designed to collect particulates, debris, metals and petroleum hydrocarbons from rooftop stormwater runoff. The working chamber of the FloGard® Downspout Filter is made of a durable dual-wall geotextile fabric liner encapsulating an adsorbent which is easily replaced and provides for flexibility, ease of maintenance and economy. It is designed to collect particulates and debris, as well as metals and petroleum hydrocarbons (oils and greases). As with all FloGardo filters, the FloGardo Downspout Filter performs as an effective filtering device at low flows ("first flush") and, because of the built-in high flow bypass, will not impede the system's maximum design flow. FloGarde Downspout Filters are available in sizes to fit common sizes of downspouts and may be mounted in (recessed) Or on (flush) a wall. FloGard® Downspout Filters are recommended for ultra-urban sites with little to no property area outside of the building perimeter. Examples of such areas are downtown buildings and parking garages. See full specifications for details. Questions? Contact Kristar at (800) 579-8819. • r i g �E ipy E .r ,....._.. _, _.. _,... . .mi gg � I !/ //ZN � { je J�f—`''��j� t Ems"}7-� j�R si powusrour rnrza EYsnM 5 E t�,. U �t;/V N�� ( �" N� i i p u Tt F, UOM/HSP0LY FILTER SYSTEM NOR C i y � � T t t I Pa. �dtra HT � �Sdtl; c X01 4: 5 ffi J. fry I 't� � 31 t � : 3 gg "� +� E l fi a nuwreeerttr wroauaron pb n . E a^F1g ..... ra L� aeesso-eeze t {" v5s �17 aC 1 4� 't'St ' S �t'E L"''I La'C ' +. 6Rig.a l � " Of,a it Model No. Inlet ID Box OD Solids Storage Filtered Flow Bypass Capacity dia. in in x in x in Capacity cu ft m m FG-DS4 4 14 x 29 x 7.5 0.35 30 145 FG-DS6 6 14 x 29 x 7.5 0.35 85 425 FG-DS8 8 22 x 33 x 17.5 1.70 185 915 FG-DS10 10 22 x 33 x 17.5 1.70 325 1 650 Notes: 1. Storage capacity reflects 80 0 of maximum solids collection prior to impeding filtering bypass. FLOGARD® 2. Filtered Flow rate includes a safety factor of 2. DOWNSPOUT FILTER 3. FloGard Downspout Filters are available with standard Fossil Rock or zeolite sorbent. • 9. FloGarconjunct series filtersgular be used in conjunction with a regular maintenance program. Refer to manufacturer's recommended maintenance guidelines. KnStar Enterprises, Inc.,Santa Rosa,CA (800)579-8819 Patent Pending 0/05 I I • xm 1 I I I I I 1 _— Iiza_ 1 1 1 1 1 1 1 It I _ 1 I II I 1 1 1 1 1 1 it _ 1 14 I I I it I ' ill I l f l l It 49 11 r l l l f ; I I I I l l j I I _ I I I , • I I I 1 sm I I I — — — i NOTES: — — 1. Flo-GardT-DownspoutFitterisavailabletofitmostindustry- I i standard downspouts(see specifications). 1 2. Filter insert shall have adequate bypass capacity to allow downspout to flow unimpeded at all times. lip 3. Filter assembly shall be constructed from stainless steel (Type 304). 4. Filter medium shall be zeolite installed and maintained in accordance with manufacturer recommendations. FLO-GARDTM DOWNSPOUT FILTER FOR 4"/6" DOWNSPOUTS (Models FF-DS4&FF-DS6) • KnStar Enterprises,Inc.,Santa Rosa,CA (800)579-8819 US PATENT 06/04 I I, II I II I II II II II II , II II I I II II I o I II II I uI u dl it 24445 I II II I I II II I I II II I II III u I II III ul I Irl III I _ b 0 0 I I I � , NOTES: I I I , j 1. Flo-GardTM'Dowrrspout Filter is available to fit most industry- I standard downspouts(see specifications). 2. Filter insert shall have adequate bypass capacity to allow downspout to flow unimpeded at all times. I 3. Filter assembly shall be constructed from stainless steel (Type 304). 4. Filter medium shall be polite installed and maintained in accordance with manufacturer recommendations. FLO-GARDTM DOWNSPOUT FILTER FOR 8" DOWNSPOUTS (Model FF-DS8) KdStar Enterprises,Inc.,Santa Rosa,CA (800)579-8819 PATENT - 07l04 2x6-16"spacing Flo-Gard"-Downspout Filter Installed 2x8-24"sparing 0 01 0 0 0 0 0 0 Optional Mounting Bracket 0 Flexible Pipe Couplings NOTES: 1. FloGardTm Downspout Filter is available to fit most industry- standard downspouts(see specifications). 2. Filter insert stall have adequate bypass capacity to allow downspout to flow unimpeded at all times. 3. Filter assembly shall be constructed from stainless steel 4. Fltermedium shall bezeolite installed and maintained FLO-GARDTM DOWNSPOUT FILTER in accordance with manufacturer recommendations. FOR 4r76" DOWNSPOUTS (Wood Framing Recessed Installation) KriStar Enterprises, Inc.,Santa Rosa,CA (800)579-8819 US PATENT 06/04 Flo-GardTm Downspout Filter 14"Reinforced Concrete Installed Column or Mll • \ .:� o'V v o: 7°.\ 1.............._... Sk .......... v v': v Optional Mounting Brackets o.. ......................... .............................. > v o: v O. V v Flexible Pipe Couplings NOTES: 1. FloGardTm Downspout Filter is available to fit most industry- standard downspouts(see specifications). 2. Filter insert shall have adequate bypass capacity to allow downspout to Flow unimpeded at all times. 3. Fitter assembly shall be constructed from stainless steel ype 4. FiRer d)iumshall bezeolite installed and maintained FLO-GARDT"' DOWNSPOUT FILTER in accordance wth manufacturer recommemdations. FOR4rr16rr DOWNSPOUTS (Concrete Wall Surface Installation) KnStar Enterprises,Inc.,Santa Rosa,CA (800)579-8819 US PATENT06/04 0 . Flo-GardTm Dornspout Filter Installed Reinforced Concrete Nkll \ V. V. \ •✓ o:. ............. v• . \: v V V. Optional Mounting Brackets ........:.......... - v..c.; ............... V: o:. V. . v FleRible Pipe Couplings NOTES: 1. Flo-GardTm Dowrtspout Filter is available to fit most industry- standard downspouts(see specifications). 2. Filter insert shall have adequate bypass capacity to allow downspout to flow unimpeded at all fines. 3. Fitter assembly shall be constructed from stainless steel 4. Filter m ma terediumshallbewoliteinstalledandintained FLO-GARDT"' DOWNSPOUT FILTER in accordance with manufacturer recommendations. FOR 8'71 Orr DOWNSPOUTS (Concrete Wall Surface Installation) KnStar Enterprises,Inc.,Santa Rosa,CA (800)579-8819 US PATENT e6/04 GENERAL SPECIFICATIONS FOR MAINTENANCE OF FLO-GARDT''DOWA'SPOUT F/LTF_RS SCOPE: Federal, State and Local Clean Water Act regulations and those of insurance carriers require that stormwater filtration systems be maintained and serviced on a recurring basis. The intent of the regulations is to ensure that the systems, on a continuing basis, efficiently remove pollutants from stormwater runoff thereby preventing pollution of the nation's water resources. These Specifications apply to the Flo-GardT"I Downspout Filter. RECOMMENDED FREQUENCY OF SERVICE: Drainage Protection Systems(DPS) recommends that installed Flo-Gard TM Downspout Filters be serviced on a recurring basis. Ultimately,the frequency depends on the amount of runoff, pollutant loading and interference from debris(leaves, vegetation, cans, paper,etc.); however, it is recommended that each installation be serviced a minimum of three times per year,with a change of filter medium once per year. DPS technicians are available to do an on-site evaluation,upon request. RECOMMENDED TIMING OF SERVICE: DPS guidelines for the timing of service are as follows: I. For areas with a definite rainy season: Prior to, during and following the rainy season. 2. For areas subject to year-round rainfall:On a recurring basis(at least three times per year). 3. For areas with winter snow and summer rain: Prior to and just after the snow season and during the summer rain season. 4. For installed devices not subject to the elements(washracks,parking garages, etc.): On a recurring basis(no less than three times per year). SERVICE PROCEDURES: I. The Downspout Filter shall be visually inspected for defects and possible leakage. Prior to opening,the area around the filter should be protected with waterproof drop cloths extending in at least a 5-foot radius. 2. The Downspout Filter access door shall be opened. The filter tray shall be carefully pulled out using the handle and set on the floor over a drop cloth. 3. The collected materials in the upper filter shall be inspected,and then removed from the liner using an industrial vacuum or by dumping into an appropriate DOT approved container. 4. When all of the collected materials have been removed from the upper filter, it shall be removed to allow access to the lower filter medium. 5. The filter liner,gaskets, stainless steel frame and mounting brackets, etc. shall be inspected for continued serviceability. Minor damage or defects found shall be corrected on-the-spot and a notation made on the Maintenance Record. More extensive deficiencies that affect the efficiency of the filter(torn liner,door gasket damage, etc.), if approved by the customer representative,will be corrected and an invoice subm itted to the representative along with the Maintenance Record. 6. The lower filter medium shall be inspected for defects and continued serviceability and replaced as necessary. See below for disposal. 7. The filter components and tray shall be replaced in the housing and the door closed and secured. • • EXCHANGE AND DISPOSAL OF EXPOSED FILTER MEDIUM AND COLLECTED DEBRIS The frequency of filter medium exchange will be in accordance with the existing DPS-Customer Maintenance Contract. DPS recommends that the medium be changed at least once per year. During the appropriate service, or if so determined by the service technician during a non-scheduled service,the filter medium will be replaced with new material and the exposed adsorbent placed in a DOT approved container,along with the exposed debris. Once the exposed pouches and debris have been placed in the container, DPS has possession and must dispose of it in accordance with local, state and federal agency requirements. Note:As the generator, the landowner is ultimately responsible for the proper disposal of the exposed filter medium and debris. Because the materials likely contain petroleum hydrocarbons, heavy metals and other harmful pollutants, the materials must be treated as an EPA Class 2 Hazardous Waste and properly disposed of. DPS relieves the landowner of the actual disposal task, and provides certification of its completion in accordance with appropriate regulations. DPS also has the capability of servicing all manner of storm drain filters,catch basin inserts and catch basins without inserts, underground oil/water separators,stormwater interceptors and other such devices. All DPS personnel are highly qualified technicians and are confined space trained and certified. Call us at(888)950-8826 for further information and assistance. I i • 05/04/04 Water Quality Management Plan (WQMP) Appendix G AGREEMENTS - CC&RS, COVENANT AND AGREEMENTS "FINAL WILL BE PROVIDED TO CITY PRIOR TO ISSUANCE TO TENANTS" Wendy Miller From: Gwyn Flores Sent: Tuesday, August 31, 2010 8:10 AM To: Wendy Miller Subject: FW: New Laserfiche Volumes FYI...for Public Works 'new' scans... From: Gwyn Flores Sent: Monday, August 30, 2010 5:33 PM To: Georgann Rauch; Jeanette Dankworth; Shelley Pollak; Cheryl Domenoe Subject: New Laserfiche Volumes Please use the following new volumes when scanning 'new' documents: BS027 (B & S documents) PLGO14 (Planning documents)16 (Public Works documents)CCO CC012 (City Clerk documents) Thank you! Gwyn 11 Xl -7 t