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HomeMy WebLinkAboutParcel Map 23496 Parcel E WQMP � Proj�ct Specific Water C�uafity Manag�ment Plan � A Templa�e f�r preparing Project Speci�c WQMPs for Pri�ri�y DevelQpment Prajects located within the Santa Margarita Regian of Rivers�de Caunty Project T�tle: John Hine 5u�aru S�rvice and Parts Center De�e[opment No: Aarcel E of Lat Line Adjustment No. PA 03-0�57 Design Re�iewf Case No: PAzs-a.oa�f�0��-�460 :1'�R ,.,,r �y'� � � ��� �r�f:f?��` ��'i ��, .� j ;�F;':�j. <�^� ��. � �� � I- � • � � is•' ''•- _e��^�:` ; aw-• F;..:y; � ",h1AR�"" _:, •� - • "�`�*'�� �ti[.r -.r:,rl' . L•i .�; � o�v�' �'t,� _, .! �� n. ��-, t:.f ��, i.��. �r.+',w. �1. 7 �� .�.� • � ��.'•'•� � .'. 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Z 7 FJAECt`�� '�r 't.�..,rv.�.; n1 f ��'. _L.�%. �;.i �f�,�r r�*�•, +]i'-':f�"1. � � - �i•.+^ ' n '� :.`. k„�r:��'.�� - ' J��l� TY�{���„�,�.r'� ".,� .� .���•"�. ''�y;�'a.�y',•l.iu rr� �I ��r - � ry' r�.�i.,,1: r�l S.Y�`�' y r���•�yp�c.� `r�l.'_ • .�: ��y.,(�;• .i+:��'-w.•,•'4+�� J.,�����r •�� ti� �- •,�.� . �.. � t I�•� k�tlG•,� r i c�.0'^ .w.� .... y��,��; � fi n•:.._yr�.C� �� ����Yr,�'�'�,' ,9• • p i �� . � y_ t r:.;4�"1 jy T��„�. a �,:�, � .� .•i7..[ � r,''"�- -r i�. . . . :_�i._�7.. �' T . � �..-i-��.;h _�:f_=C.,-��`ay.-.,�y:��, "r�. �'��~ '� �[.: t.�-�..y"� ';'�' 'J:".+-f' ��.�-. !�irtrt. � � '"' , � � . . _ r� .. _ , r — �. .- s s `'�� ( Contact Intormatian: Prepared for: ❑Preliminary JHCH Riverside Lar�d�ampany l.�.0 �Final 1545 Camina Del Ria 5outh 5an ❑iego,CA 9�1�8 Drigir�al Date Pr�par�d: Ju[y fi,2016 Telephane:�519�297-4251 Re�isian Date{s}:5eptember 9,2D16,Navember 7,�016 Prepared by: Cha�g Cansultants Prepared for Compliance wrth P.Q.Bflx 9496 R�grorra!Boaraf�rder Nv. R9-2U�.D-�Olfi Ranc�a Santa Fe,CA 9z��7 �858)692-076Q �� A Brief Intraducfion � The Municipal Separate Starmwater Sewer System �MS4} Permit�for the Santa Margarita Region �SMR� requires preparatian of a Project-5pe�ific 1Nater Quality Management Plan �WQMP}for a1� ❑e�elopment Projects as de�Fined in section F.�..d.{1� af t1�e Permit. This Project�Specific WQMP Template for De�elopment Prajec�s in t�e 5anta Margarita Region has been prepared to help document comp�iance and prepare a WC�MP submittal. Be1ow is a flowchart for the layout af this Template�hat will pro�ide the steps required to dacument campliance. 5ection A Section B Section C •Proje�t and Site Information ; --``'� •�ptimiae 5ite lJtiliaatian ---�,� •Delineate�rainage •�dentificatian af L!Q and � �� � Management Areas�DMAsJ Hydromodification ���m.w,: �.f.._��.' requirements,if any i......_ f 5ectivn F Section E Sectian D �� •AlCernati�e Compliance�LID r"�-- ; •Tec�nical FeaSihility ��-- , •Te��nical Feasihility Wai�er Program& `-� � ■Implement `�, � •1mp�ement LID BMPs Hydromodifieatian� �'•a�-! Nydromodi�ca#ion BMPs �'� �� r...._.....; € ; � Sectivn G Section H •Souree Cantrol BMPs t----��.. •Operation,Maintenance, � ; and Funding t__._.;� � � } �❑rder Na.�9-2�1fl-OQ16,NPI]E5 No.CAS�1Q8766,waste C]ischarg�Requirement5 far DiScharge5 from the M54 oraining the Caunty of ��J Ri�erSide�the lncorpnrated Cities of Ri�erside County,and rhe Ri�erside Gounty F�Qad Cnntrol and Water Conservatian Dis�riGt within the 5an �iego Region,Califarnia Re�ional Water Quality Control Board, No�ember la,2U7.a. x- • Water Quality Management Pian�WQMP) John Hine Subaru S�rvice and Parts C�nter � �WNER'S CERTIFfCATI�N This Praject-Specific WQMP has been pr�par�d forJHCH Riverside�and Company L.L.0 by Chang Consultants for t�e John Hine Suharu Service and parts Center�roj�ct. This WQMp is intended tv camply with t�e requiremer�ts ot the City of Temecula's S#ormwater crrrd Urbcrn Runoff Management and D�scharge Contro�nrdincrnce{Temecula Municipal Code Chapter 8.28,Ord. 12-05§2;�rd,flS-�.� §20,�rd.�5-12§2Dj,which includes the requiremer�t for the preparation and implementation af a Araject-5pec�f c WCZMP. The�r�d�rsigr�ed,w�ile owning the praperry�pro�ect descri�ed ir�the preceding paragraph,shall be responsible€or tY�e impiementatiar�and funding of this W�MP and wiil ensure that�his WQMP is amended as appropriate ta reflect up-to-date conditions or�t�e.site. In_addition,the_property own�r accep�s responsibili'�y for.inter.im.opera�ian.ar�d_ mainter�ance of Stormwater Best Management Practices until such time as this responsibi�ity is farmally transferred to a subsequent owner. This WQMP will be r�viewed with the facility aperatar, facility supervisors, emplayees, tenants,maintenance and service cantractvrs,or any oth�r party�ar parties)having respvnsibility for impl�mer�ting portions of th€s WCZMR. At least one copy of this WqMP will be maintair�ed at the�orojec�site or prajec�affice in perpetuity.The undersigned is authorized to certify and tv apprave impl�mentation of this WQMP.The undersigne� is aware that implementatior� of this WQMP is enfarcea�le und�r tf�� City af T�mecuia Wat�r Qua[ity Ordinanc� [Municrpal Code Chapter$.28). "�,the undersigned,certify under penai�ty of law that tne provisior�s of this WQMP have�e�r�r��iewed and accepted and that WQMP wilf be tra ferred tv future successars in interest." �I 8 �� � ner's Signatur� Date °�h .� �.-�� ---�c�.ct�� �_- - ❑wner's Printed Name �w�er's Titie/Posi�ion PREPARER'S CERTfFI�ATI�N "The selectian,sizing and design of starmwater t�-eatme�t and vther stvrmwater q�ality and quantity cantrvf �est Mar�agement Practices in this plar� meet the req�airem�nts vf Regiona!Water Quality Cantrol goard Qrder Na. R9- 2010-�016 and any subsequent amendments thereto." Setatember 9,2n3.6 Pr�parer's Signature Date Wavne W.Chan� Princi al Pr�parer's Printed Name Preparer's Title�Positivn ���� . � W . � Preparer s L�censure:Cal�for�ia P�No.4fi548, Expires 6�3�/�017 �, �� n� � �� � � No. 4�548 � � � � Exp. B/3�/17 � � -3- �,� e I v ��- ��- �� �,� � .. n r � � .` CALIFQRN�A ALL-PURP�SE ACKHQWLEDGMENT C1VIL CDaE § 1'189 A notary public or other officer campleting this �ertificat� verifies only the iden�ity of the individual who signed the dacument to which this�ertificate is attached,and not the truthfuln�ss,accuracy,ar va�i�ity of that document. 5tate of California } Ca�anty of s I�N U j��-o } �n �I- �� �4fL before me, s]�[Z��'',.'�- ����4�� Ma.�"�?��bC.�c�., Dat� Here Insert Name and Title�f the Officer personally appeared a � Name(s) of Slgrrer�s} , whv proved to me on the basis of satisfactory euidence to be the person�s} whose name(s} islare subscribed t❑ the within instrument and acknvwledged to me that helshelthey execu�ed the same in hislherltheir authorized capaci#y(ies),and that by hislherltheir signature�s}on the instrument the person(s), or fhe entity upon beha�f of which the person�s} acted, executed the instrument. I certify under PENALTY QF PERJURY ur�der the laws of the State of Caltfornia that the foregoing paragraph - -r � is true and correct. �� ` SuZ11NNE ABRAHAM WfTNESS my hand and official sea�. � Hot��y Public-C�liforni� � ' S�n Dieqa County � Cammission��137�32 � � ��� M Comm.Ex ires Jul 15,Z02� Signature .,. Stgnature of Notary Publrc Place Notary Seal Above �PTlQNAL Though thrs section rs opttonal, completing thts rnformation can deter afteration of the docume�t or fraudulent'reaftachment of thrs form ta an unintended document. Descrip�ion o#Attached Document Title vr Type of Qocument: L'.o�.�'r= ' i �.-►Document ❑ate: ��' �' /� Number of Pages: ,^� Signer{s� Qther Than Named AboWe: Capacity�ies] Claimed by Signer[s� Signer's Name: Signer's Name: C=� Carporate �fficer — Title�s�: ❑ Carporate Dfficer �-- Titfe{s]: ❑ Partner — ❑ Limited ❑ General ❑ Partner -- ❑ Limited ❑Genera[ ❑ indi�idual ❑Attorney in Fact ❑ �ndi�idua! ❑Attorney in Fact L_7 Trustee ❑ Guardian ❑r Conservator ❑Trustee ❑Guard�an or Conservator ❑ �ther: ❑ �ther: 5igner !s Representing: Sigr�er Is Representing: � D���4 National NotaryAssociation •www.NatianalNatary.org • 1�800-US N4TARY�1-800-876-682?} Item #59Q7 t �} �—� Water�uaIity Management Plan(VVQMP)IStandard Stormwater Mifxgation Plan�55MP} . � Init�al Applicability Checklist , Applicant Name; JHCH Ri�erside Land Company LL� ;- .. i�s� � �� John Hine Subaru Service and Parts Center Pro,�ect Name: Does the prapnsed pro3ect incorporate any of the following categories? Yes Na �All questions must be answered} , x IVew Develapments -This ca��gory applies �o commercial, industarial, residential, mixed-use, and pubiic prvje�ts that meet or exceed 1Q,���square feet af xmpervious surface cfll�ecti��ly a�er the entire project. x Modificatiflns �o Existing De�elopments—This caCegnry applies to prajects that create, add, extei�d, ar replace 5,���square�eet or more oF irnpervious surface vn an alreadv de�elaged site. Note: IF modifications create Iess � than 54%n vf the imper�ivus surFa�e of a pr�vi�usly existin� de�etopmer�t, and the existing deveiopment w�s naE x originally subject�o WQMP155MP requirements, a WQMPISSMP shall be required on3y for t}�e addition, and not tv the entire d�velo ment. _. � Qne Acxe Threshv�d Projects-�This c�Cegary app�ies to�rojects that result in the disturbance af on�acre or mare of lan�,regardiess of tmp�rviaus surface�o�erage. x Au�omoti�ve 5hops —This categary applies ta prvjects that ser�ice motar v�hicles �including but nat limited to �4 wh�lesa�lelretail suppiies, tires and tubes, body and upholstery repair, painting, exhaust system repair, tire x retreadin , lass re Iacement,transmissian re air, en�ral mainCenance, eneral re airs). � Restauranfs-Thi3 cat�g�ry a�plies ta establishments that prepare and sel�foods and drinks and wilt exceed 5,000 ' �} square feet of land develapment. Restaurants where land de�elopment is 5,00[3 square feet or less rnust meet alI � SSMPIWQMP requirements except for evn�enCional structural treatment BMPs,hydromodificatian,and sxzing � requirements for LID BMPs. Hillside Devclapments-�This categary applies tQ prv3ects that create 5,4�0 S�u�ie F�et a�iri7pet Vi�u5 SUr�aCe,and C are iacated in an area with knawn erasive sail cQnditians,and will inciude grading an a natural slop�that is 25%❑ar }� steeper. Enviranmental[y 5ensitive Areas (�SE1s} -�This cate�ory appties to projects �vcaCed wit�in or dir�ctly ad�a�ent to or discharge dire�tly ta an ESA,ar to recei�in�waters within an ESA, a�d are exp�ct�d ta me�t ar exceed 2,5�� squar� feet of imperviaus surfa�e, ar increase t�e area ❑f imperviousness ta 1�°l0 o.r mare af their na[urally � vice�rring cvndition. Nvtc: "Direct�y ar�jacent" means within 2�0 feet af the ESA. "Disc�arging dir�ctly ta" x means autflow fram a drainag� con�cyan�e system that is cvmposed entirely nf fTows from the project, and nat cammingled with flows frvm adja�ent lands. Parki��Lvts--This category applies to prt�jects tha�meet ar�xceed 5,4�d square feet vf imperviaus suiface far S temporary parking or starage v€mator�ehicles. This categary incl�des parking areas assaciated with any of the x cate nries listed abo�e. 9 New Streets, Roads, �X�ghways and Freeways — This categvey applies to projects that meet ar exceed 5,4aQ x s uare feet�f im ervious surface fvr tne trans ortativn af automabiles,trucks, mntvrc cles,and vth�r veY�icles. �a Retail Gasoline Uutlets -- This categary apFlies ta prajects that m�et vr exceed 5,OOD square Feet oF land � �e�elo�m�nt,ar if an `A�erage Daily Traffi�' (ADT}�aunt of 140 or mare�ehicIes�er day is projected. If you answered"YES"to any af these questions,a'WQMPISSMP must be prepared and submi#t�d. TMC 8.28.54�{C}{3}: A VVQMPISSMP shall be required i�the city engineer det�rmines tha�the d�v��opment may result in the discharge o�significant levels of a pollu�ant intv any trihutary�o any storm drain system. 'rMC S.Z8.500 �C}�Z}; Projects nvt requiring a '�'VQMPISSMP will be required ta implement equi�al�nt S1VIPs ��tlesignated by#he City according to conditions and requirements es�ablished hy the�ity engineer. Page I of I �7-22-2D!4 �IVater Quality Management Plan[`11TQMP] john Hine Subaru Service and Parts Center � Tab�e of Contents � Section A: Praject and 5ite fnformatian........................................................................................................5 A.1 Maps and Site Plans............................................................................................................................7 A.2 fdentify Re�ei�ir�g Waters...................................................................................................................7 A.� Drainage 5ys�em Susceptibility to Hydromodification.......................................................................8 A.4 AdditionaF PermitsjA�pr��als required for the Project: ....................................................................9 Secti�n B: �ptimize Site UtiIization ��ID Prin�iples� ...................................................................................�0 Section C: Delineate Drainage Managem�nt Areas{DMAs�.......................................................................�1 Sec�ian D: Implement LID BMPs.................................................................................................................�.3 D.11nf�[tration Applica�ility....................................................................................................................�.3 D.2 Har�est and Use Assessmenfi..........................................................................................................155 D.3 BioretentiQn and Bi�treatm�nt Assessment....................................................................................�.7 D.4 Dther l.imiting GeotechnicaI Canditians...........................................................................................1.8 D.5 Feasibility Assessment Summaries...................................................................................................�.8 D.6 LID BMP Sizing .................................................................................................................................19 5ec�ion E: [mpfem�nt Hydralagic Cantrol BMPs and 5ediment Supply BMPs...........................................20 �.1 Dnsit� Feasihilifiy❑f Hydrologi�Con�rol BMPs..................................................................................ZO E.2 Meeting the HMP Per�ormar�ce Standard for Small Praje�t Sites....................................................2� � E.3 Hydrologic Control BMP Sele�tion..................................................................................................213. E.4 Hydrologic Contral BMP Sizing........................................................................................................221 E.5 Imp[ement Sedim�nt S�pply BMPs.................................................................................................222 5ecti�n F: Alternati�e Compliance............................................................................................................255, �.1 Id�ntify PoII�tants of Concern.....................................................................:.....................................26 �.�Stormwa�er Credits...........................................................................................................................26 �.3 5izing Criteria.....................................................................................................................................27 �.4 Treatment Contro! BMP Selection ....................................................................................................Z8 F.5 Hydrologic Performance Star�dard�-AlternatiW� Compliance Approach..........................................28 F.5 Sediment Supply Fer�ormance Standard -AlternatiWe Compliance.................................................29 Se�tion G:So�rc�Cantrol gMPs.................................................................................................................30 Section H: Constructio� Plan Checkiist.......................................................................................................32 Sectian I: �peration, Maintenance and F�nding........................................................................................3Z Ac�onyms,AbbreWiations and Defini�ions..................................................................................................34 � -4- Wa�er Quality Management Pian�WQMP] John Hine Suharu 5eivice and Parts Center � List afTables Table A.� Identification af Recei�ing INaters................................................................................................8 Tahle A.� Identificati�n of Suscepti�iEity to Hydromadificat€an...................................................................8 Table A.3 �ther App[icab�e Permits..............................................................................................................9 Table C.�. DMA Classif�catians.....................................................................................................................7.�. Table C.2 Type `A',Self-Treating Areas.....................................................................................................111 Table C.3 Type `B',5elf-Retaining Areas...................................................................................................111 Table C.4 Type 'C',Areas that Drair� to Self-Retaining Areas....................................................................122 Table C.5 Type '�3',Areas Draining to BMps .............................................................................................122 Table D.� Infiltration Feasibility................................................................................................................3.44 Table D.Z Geotecl�nical Concerns for ansite Retention Table ...................................................................�.8 Table D.3 LID Prioritization Summary Matrix.............................................................................................18 Table D.4 DCV CalcuIafions far LID BMPs...................................................................................................�9 Tab�e o.5 �ID BMP Sizing.............................................................................................................................1.9 Table E.�. LID& Hydromodi�icativn BMP Lacation......................................................................................27. Table E.2 Hydrologic Cor�tral BMP Si2ing....................................................................................................22 Tab1e E.3 Triad Assessment 5ummary........................................................................................................2� Table F.� Potential Po�Iutants by Land Llse Type....................................................................,..,................26 �' Table �.2 5tormwater Credits.....................................................................................................................27 �� Table F.3 Treatment Contral BMP Sizin ...................................................................................................27 g• Table F.4 Tr�atment Control BMP Selection...............................................................................................z8 Table F.5�ffsite Hydrologic Cantral BMP Sizing........................................................................................79 Table G.7.Str[�ctural and Operatior�al Source Control BMP........................................................................3� Table H.7.Constructian Plan Cross-refer�nce.............................................................................................32 Lis� of Appendi�es Appendix 1.: Maps and 5ite Plans Append ix 2: Con�truction Pla ns Appendix 3:Soils lnformation Appendix 4: Histari�al Site Cond�tions Appendix 5: �fD Infeasibility Appendix 6: BMP Design DetaiIs Appendix 7: Hydromadification Appendix 8:5ourc� Control , Appendix 9: 0&M �.J Appendix 1.�: �ducatianal Materiais _5_ �l�Ta�er Q,ua�ity Management Plan[jJVQMP] John Hine Subaru 5er�ice and Farts Center f�� L - ' Se�tion A: Proje�t and Site Inforrnat�on �ROJEGT�I�FORMATI�N Type af Proje�t: The project proposes ta construct a multi-le�el automotive ser�ice and parts center building with an adjacent parf�ing lot.A temporary�ehicle inventory storage ar�a wi�l also be constructed an the westeriy�ortion of the parcel and is being�ermitt�d as Phase 1 of the project�a WQMP is not required for PF�as�1}.The t�mporary�ehic�e inventvry s�vrage area wifl �� pa��d under Phase z cov�r�d by fihis r�port.The 4.73 acre sEte has currently been mass-graded ta a nearly le�el pad with 2:1 slopes a[ong the northerly and easterly sides. planni�g Area: City af Temecula 5ervice Commercial Land Use Community Name: City af Temecula De�elopmen't Name: John Hine 5ubaru Ser�ice and Par-ts Center P�a1�cr LOcnrionr The pra�ect is located along the east and sauth si�es of DLR Dri�e. The Assessor's Parcel Number is 921-73�-�46. An existing,iohn Hine Mazda-Su�aru dealership is adjacent ta the east side of the site and unde�eloped mass-graded lots are adjacent ta the remaining sides of the site. Latitude&Longitude�DMS�: Latitude 33°3D'37", Longitude 117°�9'�." Proj�ct W�tersY�ed and Suh-Watershed: 5anta Margarita Watershed{90z.p�};Murriet� Hydralagic Area �9Q2.3Q}, � Murrieta Hydrolagic Subarea�9�Z.32} APN�s]:921-73�-�45 Ma� Boak artd Page No.: Page 358,Grid H5 PROJECF CHARAGTERISTICS Proposed or patential land use�s} Autamoti�e Parts ar�d S�t'VIC��S�I'VIC� CD�"i'l�i'1�1'GiB�� Proppsed or Potential 51C Code(s� 753,Automoti�e Repair Shops Area of Imper►�io�as Project Foatprint�SF} �8,720 sf in building pa�ement,curb,gutter, an�hardscape. Total area of pra�osed Imperviaus SurFaces within the PraJect Limits�5F��or Replacement 68,720 sf Totai Praj��t Ar�a (a�� 4.73 acres ❑oes the project cansist vf offsite road im�ro�ements? ❑Y � N Does th�project prvpos�tv canstruct un�a�ed roads? ❑Y � N Is the project part��a larg�r�ammon plan of de��lopment�phased praject}? ❑Y � N Is the project exempt from HMP P�rformanc�5tandards? �Y ❑ N E3(15TING SITE CHARAC7�RlSTIC5 T�tal area of existin Imperviaus Surfaces wit�in the project limits�SF} Nane is the project locate� witnin any Multi-Species Hahitat Conser�ation Plan �MSHCP Criteria ❑Y � N � Ce[I? If sa,i�entify t��Cell number: N�A -6- �I�Iat�r Quality Management Plan[�IUQMPj Jahn Hine Subaru Ser�ice and Paz•ts Center � Are there any natural hydrologic features on the pra�ect site? ❑Y � N Is a Geatec�nical Report atta�hed? Q�Y ❑ N If no Geotech. Report, list the Natural Resources Conservation Ser�ice �NRCS} soi[s ty�e(s� BC present on�he site�A,B,C and�or❑y What is the Water Quality Design Starm ❑e�th for the protect? �.93 inches A.1 Maps and 5ite Plans Wh�n �ampleting your Pr�ject-Specific WC�MP, include a map ❑f the Praject vicinity ar�d existing site. [n addition, inc�ud� all grading, drainage, �andscape�plant palette and ❑ther pertinenfi�onstruction plans in Appendix 2, At a minimum,your WC�MP Site Plan sI�ouid irt�lude the fallowing: • ❑rainage Management Areas �DMAs} + 5aurce Control BMPs � Praposed Struc�ural Bes� Management • Buildings, Roof Lines, Downspotats Practices �BMps} • Imper�ious Scarfaces • Drainage Path • Standard Labeling • Drainage infrastructure, inlets, oWer-flows L1sQ yaUr discretion on whether ❑r not you may need ta create mult�ple sheets or can apprapriately accommodate these features on one or two sheets. Ke�p in mind that the Cop�rmittee plan re�iewer must be abE�to �asily analyze y�ur Proje�t�tilizing this template and its associated si�e plans ar�d maps. A.2 Identify R�cei�ing �Vaters i� Using Table A.�.belaw,�ist in order af upstr�eam to downstream,the Recei�ing Waters that the Project site is tri�u�ary to. Continue to fill each row with the R�cei�ing Wa#er's 303{d� listed impairments �if any�, designated 6en�ticia! Uses,and proximity, if any,to a RARE Beneticial Use. Ir��lude a map❑f the ReceiWing 1Na te rs i n Ap p e n d i x 7.. �http:l/www.waterbaa�ds.ca.gnvlsa�diegolwatey_issueslprogramslbasin�l aral} � _�_ [Na�er Quality Management Plan[V�T�MP] Jahn Hine Su6aru 5ervice and Parts Center `� TfT Fable A.1 Ider�tificatian of Receiving WaterS ReceE�ing Vllaters U5EPA A�pra�ed 3�3�d] Lis� ❑esignat�d Proximity ta RAR� Impairments 6�11�fIClB� U525 Beneficial Use Ch�orpyrifos, Copper, MUN,AGR, 1ND, �RnC, R�C1, Not a RARE waterbody. Murrieta Creek fron, Manganese, REC2,WARM,INIL.D Appraximately 0.4 miles {HSA 2.32, 2.5�] Nitrogen, Phosphor�s, easfi❑f site. Toxicity Santa Margarita MUN,AGR, IND, REC�., REC2, RARE waterbody. Ri�er�-Up�er phospharus,Toxicity ��'RM, C��.�, W1LD, RAR� Approximately 2.6 mifes [HSA�.2�, 2.21} fram site. Santa Margarita Enter�coccus, F�cal MlJN,AGR, IND, PR�C, REC1, RARE wa�erbady. Ri�er—Lower Coliform, Phosp�orus, RECZ,WARM, C�LD, INILD, Appraximately 18 miles �HAS 2.13, 2.12, Total Nitrog�n as N RARE from site. �.7.1� 5anta Margarita Eutrophic RECI,R�C2,EST, RARE waterbody. Lagoon �HSA 1NIRD,RAR�,MAR,MIGR,5PINN Approximately 29 miles Z.7.1� �rom site �` � � Pacific��ean Not Lis�ed on Region 9 IND,NAV,REC�.,R£CZ,C�MM, Approximately�D miles �.ist of ImpaErm�nts BIgL,V11�LD,RARE,MAR, from site AC�UA,M IG R,SPW N,S H�LL 1303�d} Impairments from latest appro�ed 2Q 14 List. Beneficial use categories are defined in the Water Quality Control Plan, S'anta�4na Rive�I3asirr. A.3 Drainage System Susceptibi�ity to HydromodificatEon Using Ta�le A.� belaw, list in ord�r a�F the point of dis�harg� at the project site d�wn to the Santa Margarita Ri�er, each drainage system ar re�ei�ing water that the pro�e�t site is tributary ta. Continu� to fill �ach raw with the materia[of th�drainage syst�m,th�storm drain susc�ptibility using the SVIICTZ�5tormwater&1Nater Canservation Tracicing Tool - htt�:llri�co.permitrack.coml� vr Map 2 0� th� Hydrvmv�ificatian Suscepti�ility Documentation Report and Mapping:Santa M�rgarita Re�ion �A�pendix D of the SMR HMP�, and the condition for exempting the drainage system, if app[icable. If the exemptian includes recei�ing waters that were not e�aluated in Appendix D, pro�ide su�parting documentation in Appendix 7 to demanstrate that they cEasSify as Engineered, Fully Hardened and Main�air�ed �EFHM} channels, consistent with the defini�ion pro�ided in A�pendix ❑. 1nclude a map exhi�iting each drainage system and the a5saciated suscepti�ility in Appendix�. Tabfe A.2ldentificatian af Susceptibility to�lydramo�ification Drainage System Orainage System Material Susceptibility of Hydromadification Orainage System Exemption Drainag�faciliti�s fram 5it�to R�P�nd�ngineered Channel Not susceptible �xempt � Murrieta CreQk �engineered facilities� -$- Water Q,uaiity Management Plan[W�MP] jahn Hine Subaru 5eivice and Parts Center �� Orairtage System Orainage System Material SusceptihiEity of Hydromodificativn - Drainage 5ystem Exemption Murrieta Creek Natural��d and hanks Nat Sus�epfii�le Exempt {�.�4 miles west of site� �aver�Q,D00 cfs� Santa Margarita River Natura[hed and bank5 No#Susceptible �xempt {Z.6 miles so�th of site} �aver 2a,��a cfs� A.4 Additiona! Permits�Appro►►als required far the Project: Tab1e A.3 Other Appficable Permits Agency P�rmit Requir�d State Department of Fish and Game, �.602 Stream�ed Alteratian Agreement ❑Y � N State Wa�er Res�urces Control Board,Clear�Water Act Section 4�1 Water Quality Certification ❑Y � N US Army Carps af�ngineers,Clean Water A�t 5ection 444 Permit ❑Y � N U5 Fish and Wildlif�, Endangered Species Ac't 5ection 7 Biological Opinion ❑Y � N S�atewide Constr�ction Genera[ Permit Ca�erage �Y ❑ N 5tatewide lndustrial General Permit Caverage ❑Y � N Western Ri�erside MSHCP Consistency Approval�e.g.,JPR, DBESP� ❑Y � N Ot�er{please lisi�in the spoce helow as reqUlredj N�A ❑Y � N �� Ifyes is answered to any af the questians abo�e,the Cop�rmittee may require praof of appro�a��co��rage from those agencies as applicable including documentation ot any associated requiremer�ts that may affect this Project-Speci�i�1NQMP. � -9- V1Tater Quality Management Plan(VITQMP� John Hine Subaru Ser�ice and Parts Center �� Se�tit�r� B: �]ptimize Site Uti[ization �L�D Principles� Review ot�he information collected in Section 'A' will aid in iden�ifying t�e principal constraints an site design and selection of�[D BMPs as well as opportunities to reduce imperviousness and incorporate LID Prin�iples into the site and landscape design. For example,canstraints might include imperm�able soils, high graundwater, groundwater pallution or contamir�ated soils, steep slopes, geotechnical instability, high-intensity land use, hea�y pedestrian or �ehicular traffic, ut�lity loca�ions or saf�ty concerns. vppvrtunities might include existing natural areas,law areas,oddly configured❑r atherwise unbuildable parcets, easements and [andscape amenities including open spa�e and buffers �which can double as Iocations for LID Bioretention BMPs}, and differences in ele�ation �w�ich can pro�ide hydraulic head}, Pre�are a brief narra�ive for ea�h ofthe site opt�mization strategies described befow. This narrati�e wi�I help yot� as you proceed with your Low Impact ❑e�elopmen� �L[D� design and explain your design decisions to others. The�n7.�5MR M54 Permit�urther requires that LID Retention gMPs�Infilfration�nly or Har�est ar�d Use� be used unless it can �e shown that those BMPs are infeasible. Th�ref�r�, it is important that your narra�i�e identify and j�stify if ther� are any constraints that would pre�ent tY�e use of those categories �f LIU gMPs. Similarly, you should also note opportunities�hat exist which will be utiiized during project design. Llpon compl�tian of identifying Canstraints and ❑pportunities, include tHese on your WQMP Site plan �n Appendix 7.. Si�e �ptimEzation �� The following questions ar� based upon Section 3.2 of t�e WQMP �uidance Document. Re�iew a�tY�e WCZMP Guidance Do�ument will �elp yvu determine �aw best t❑ aptimize yaur s�te and subsequently identify opport�nities and�or constraznts,and do�ument�amplian�e. Did you identify and preserve existing drainage patterns? ff so, how? ft no�,why? The s1�e has be�n fully mass-graded and rs int�ended i�o support fu�ure commercia�develapment. There are na exlst�rng c�rainage cour�es on-sit�e fo be preserved. Did you identify and protect exist�ng�egetatio�? lf sa, how? If not,why? The sife has been fully mass-graded and does na�support any vege�ation of varlue. Did you identify and pres�r�e natural infiltration capacity? If so, haw? I�not, why? Srnce the site hcrs b�en fcr!!y mass graded, �here is n❑nai�urcrl infrlt�rat�ron ccrpacit�y an-site. Did you identify and minimixe im�er�ious area? If so, how? If not, why? 7he impervious ❑reas are only being propased, where needed. Candscaped rslands and landscapec� perrme�er s�opes are being incorparai�ed�nta t�he prajec�r�esign. Did you iden�ify and disperse runoftto adjacent per�i�us areas? If so, how? It nn�,why? Runoff from the sit�e will be directed t�o a proposed bloreten�ion basin. Conscientrous lands�ape clesign ustng draugh� �olerant plcrnts, integrated pesi� mcrnagemen� and herbicide use guidellnes, �nd e�fectrve irrrgatian mrnimixing overflnw are site design concep�s that w111 be implemented �o reduce pollui�an� loadirrg at t�he source. . � � �.a- Vllater Quality Management Plan['WQMP] �ohn Hin�Subaru Ser�ice and Pai•ts C�nt�r �� Secti�n �: Del�n�ate Dra�nage Manag�ment Areas �DMAs� Utilizing the procedure in Section 3.3 of the WQMP Guidanc� �o�ument which discusses the methods of delineating and mapping your praje�t site into indi�idual DMAs, complete Table C.1 below to appropriately �ategorize the types o�cIassificatian �e.g., Type A, Type 6, efic.� per DMA for yaur Project site. [lpon completion of this table, this information will t�e� be used to populate �nd tabulate th� carresponding tables for their resp��ti�e ❑MA classitications. Tah[e C.7.OMA Classificatians �MA Name or ldentificatian SurFace Type�sjl Area�5q.Ft.� DMA Type Impen�ious Pa�ing DriWe surfaces, parking Iots, 53,144 D �urb,gutter�, walkways PerWious Surface Class IE base �temp. parking} 68,9�4 D Roo�'s Roaf top 5,576 D Landscaping l.ands�aping, �Ianters 61.,�64 D 198�688 �total} 'Referenre 7able 2-�in the WQMP Gurdan�e Document to populpte#his cnJumn Ta61�C.Z Type'A',5elf-Treating Areas DMA Name or ldentifica#ivn Area{Sq.Ft.] Sta�ifizatian Type Irrigatian 7ype{if any] {� N�A �..• Table C.s ry��'�'�Self-Retaining Areas Self�Retaining Area Type`C' DMAs that are draining to#he Se�f-Retaining Area Area Storm �squ�re Dept� [C]from Table Re�uired Retentior� ❑epth DMA Post���a���� feet} �in�hes} C.4= {inches} NameJ ID surFace type �a� �g� DMA Name J I❑ [�l [D] NfA �D� - �B� + ��J ' C�'] [A] . �} - 11- Water Quality Management Plan�VI�QMP] John Hine Suharu Ser�ice and Parts Center � Ta�le C.�4 Type'C',Areas that�rain to 5elf-Retai�ing Areas � . DMA Receiving 5elf-Retaining DMA o �' �, � U � i v � � ,a �' o ❑ � � z Q � �- � � � Area (square Q � N `C Produ�t teet� Ratio � LL y � IA] [Bl [�l=[A]x€�l DMA name�1❑ ��l E�II[o] N/A Note:(5ee 5ectivn.�.3 of WQMP Guidance DQcumentj�nsure that partinlly pervious areas draining to a Self-Retainrng area do nat exceed the fo!lowing ratio: Z 1 Impervious Fraction � �7ributary Area:Self-Retaining Area� � �l ���� Tahle C.5 Type'�',Areas Drainin�to BMPs DMA Name ar ID BMP Name or I[7 �MP 1 Biaretentian Basin�see W4MP Site Plan in Ap�endix�.� 1Vote:More than one DMA may drain to a single L�D BMP;howe�er, one DMA may not draira ta more than one BMP. � � -�2- Water Quality Managemen�Plan(WQMP} �ahn Hine Subaru Setvice and Parts Center �� 5ecti�n D: Impl�ment LI D BM Ps D.11nfi�tration Applicabi�ity An assessment o� the feasibi�ity vf u�ilizing fnfiltratian BMPs is required for all proj�cts, except in the following case: ❑ Harvest and Use BMPs will be im�Iemented to address the �esign Capture Volume {see the Harvest artd Llse Assessment be�ow} far all Drainage Management Areas AND th� project is exempt from HMP Performance Standards�Proceed�o Sec�ion D.2 andSectran F}. Ef the ab�ve �ox remains c�nc�e�ked, perfarm a site-specific e�a�uation of the feasihifity o� fnfiltration BMPs using each of the applicable criteria identified in C�apter 3.4,1. af th� WQMP Guidance Document and complete the remainder af Section D.1. Is there an infiltration concerr� �see discussion in Chapter 2.3.4 0�the WQMP Guidance Document for further details}? �Y ❑N �n addition, the on-site soils testing ha�revealed a law in�ltration rate �elow the County's 1.6 irtehes per� hour required for� an infiltration B11�IP--see 2'a�le D.1}. 2'he geotechnical report in�lppendrx 3 daes nat �ecommend infiltratron. f�F yes has b�en cE�ecked, b�th fnfiltration BMPs and Hydrologic Control BMPs�hat include an in�Filtration functionalities may n�t be feasible for t�e si�e. It is recommended that you contact your Copermittee to verify wheth�r❑r not infiltration within the project is infeasi�le. � l ';, � ---' Geatechnical Report A Geatechnica! Report❑r Phase I En�ironmental Site Assessmen� may be required by the C�permittee to confirm present and past site charact�ristics that may affect the use af Tn�iltratian BMPs. In additian, the Copermittee, at their discretion, may not require a geatechnical repart�For small praje�ts as described in Chapter 2 0�the WQMP Guidance Document. If a geotechnical report has been prepared, include it in Appendix 3. In addition, if a Phase f En�ironmenta� 5ite Assessment has heen prepared, include it in Appendix 4. !s this project �lassified as a small praj�ct consister�t with the requirem�nts of Cha�ter- 2 of the WQMP Guidance Document? ❑Y � N lnfiltration Feasihili�y Tabl� D.�. belo�v is meant to proWide a simple means ❑f assessing which DMAs on your site suppor� Infiltratian BMPs and is discussed in the WQMP Guidan�e ❑acumer�t in Cha�ter 2.3.4. Ch�cEc the apprvpriate box for ea�h ques�ion and t�en list affe�ted DMAs as appli�able. Ft additianal space is needed, add a row �elow t�e corresponding answer. �J - 13 Vllater�uality Management Plan[�IVQMP] Jahn Hine Subaru Service and Parts Center �� Table D.1[nfiltration F�asibility �. � Daes the projec�site... YES ND ...have any DMAs with a seasanal high graundwater mark shaflawer than 10 feet? X If Yes,list affeCted DMAs: ...ha�e any DMAs iacated within 1�a fe�t af a water supply w�[I? X ff YeS,li5t affeeted DMAS: ...have any areas identified by t�e geat�c�nical re�ort as posing a pub[ic safety risk wY�ere infiltrati�n af starmwater 7� �ould hav�a negative impa�t? If Yes,list affecte�❑MAs: ...ha�e measured in-situ infiltration rates af less�han 1.6 inches J hour? ?C ]f Yes,[i5t affected❑MAs: ...have significan# cut artdJor fill con�itians that woufd pre�l�ade in-situ testing of infiltration rates at the final 7C infiltration surfaee? if Yes,li5t a�Fecte�DMAs:Alf DMAS are in cut�fill conditians due to hi[Isid�nature of sit�. ...ha�e any cantaminated groundwater plume in the vicinity af the site? X If Yes,list affe�ted DMAs: ...geotechnical repart identifies other 5ite-specifie�actars that woUld precfude effective and safe infiitratian? x Describe here: If yot� answered "Yes" to any of the questions abo�e for any DMA, Infijtration BMPs should nat be used for thase DMAs and yau should proceed to the assessme�t for Har�e�t and Use below. r � �l �� � __J � l � - 14- Vl�ater Quality Management Plan��IVQMP) rahn Hine 5ubaru Ser�ice and Paz•ts Center �� D.2 Har�est and Use Assessment PFease check what applies: None of the three items below app�y,so Harvest and Use has been assessed. ❑ Reclaimed water will be used for�he non-potable water demartds�or the Praje�t. ❑ ❑ownstream water rights may be impacted by Harvest and lJs� a� appro�ed by the Regianal 6oard ��erify with the Copermit��e}. ❑ The Design Capture Valume ��CV� will b� addressed using ]n�iltration ❑nly gMPS. In such a case, Har�est and Use 6MPs are still encouraged, but it would not be r�quired if the DCV will be infiltrated ❑r e�apotranspired. If any o�the abo�e boxes have been che�ked, Harves�and Use gMPs need not be ass�ssed for the site. If n�ither of the aha�e�riteria applies,foll�w the steps below to assess the feasibility af irrigation use,�aile'� t�se and ❑ther non-pa�able uses �e.g., industrial use}. Irr�gation Use Feasibility�see di�cussion in Section D.1 above� C�mplete the fallvwir�g �teps ta d�termine the feasibility af har�es�ing stormwater runoff for Irrigati�n lJse BMRs on your site: Step �.: Identify the total area of irrigated [andscape on�he site, and the type�f landscaping used. Tota1 Area of lrrigateaf l.andscape: 6�.,59�.s� �� Type of L.andscaprng(Conservat��on Design orAc��ve Turf}: ConserWation ❑esign �_J� 5tep 2: ldentify the pfanned total of a�l imperviaus areas on the proposed project from which runoff might be feasibly captured and stored for irrigation use. Dep�nding on the �ar��igurat�on of buildings and other impervious areas on the si�e,y�u may consider the site as a whal�, or parts o�the sit�, t❑ e�afuate reasonable scenarias for capturing and storing runoff and direc�ing the s��red run�ff ta the patential use�s� identified in Step 1.abo�e. Total Area of lmpervious Surfaces: 68,72�sf Step 3: Cross reference the D�sign S�orm depth for the project site �see Exhibi� A ot the WQMP Guidan�e Document�wit�the I�ft column of Table 2-4 in Chapter 2 to determine the minimum area of E�Fecti�e Irrigated Area per Tr��utary Imper�ious Area �EIAT�A}, Fnt�er your FlATlA fact�or: 3.48 Step 4: Multiply the unit �alue obtained from 5tep 3 by the tota� of impervious areas from 5tep 2 to deWelop the minim�m irrigated area that would be required. N1lnimum required irrtgofeaf area: 239,�.46 sf Step 5: Determine if harWesting stormwater runof� for irrigati�n use is feasible for the project by comparing the tatal area of irrigated landscap� �St�p 1}to the minimum required irrigated area �Step 4�. Minimum required irrigated area �Step 4} A�ailable lrrigated Landscape �5tep �.� 239,146 sf 61,89�. sf �fess than minimum, so not -`�l feasible) � J � - 7.5- Water Quali�y Management Plan�WQMP] ]ahn Hine Subaru Seivice and Parts Center �� Toilet llse Feas�bility�see discussion in Section D.1 abo�e} Compiete the foi�owing steps to determine tY�e feasibility of harWesting s�ormwater runoff for tailefi tlushing uses on your site; Step 7.: Iden�ify the pro�ected total numb�r of daily toilet users during th�w�t season,and account for ar�y periadic shut downs or other lapses in occupan�y: Projected lVumber of Da1ly Toilet Users: �ess than 1�� per day Praject�Type:Commercia[ Step �: fdentify the �Ianned total of all imper�ious areas vn the proposed Praj�ct from which r�nof� might he feasib�y captured and stored tor toilet use. Depending on the configuration of buildir�gs and ❑ther imper�iaus areas❑n the sifi�,you may consider the Project site as a whole, or parts of th� sit�, tv e�aluate reasonable scenarios for capturing and s�oring t�unoff and directingthe stvred runoffto the potential use�s} identified in 5tep �.abo�e. Totpl Area af lmpervious Surfaces: 68,720 sf= 1.58 acres 5tep 3: Enter the Design Storm depth for the project site �see Exhibit A� into the I�ft column of Tab�e 2- 3 in Chapter 2 to d�t�rmin��he minimum number or toilet users per tributary impervi�us acre �TLITIA}. Fnter your TUT1A fac�or: 7.59.4 Step 4: MultipIy the unit va�ue abtained from Step 3 by the tvtal of imper�i�us areas from Step 2 to de�elop the minimum number�f tailet users that w�uld be required. �_J Nlrnlrnum number of t�ollet users: 299 users Step 5: ❑etermine i� harves�ing stormwater runoff for toilet flushing use is feasible for th� Project by �omparing the Num��r of Daily Toilet Users�5tep 3.�t❑the minimum required number of toilet users �Ste�4�. Minimum required Tailet lJsers{Step 4} Projected number of toilet users �5tep 1� 299 ��.�0 [fess than minimum, so not feasible� Other IVon-Potable Use Feasibility�see discussion En Section D.1 above� Are there at�er no�-potab�e uses for stormwater�runoff on the sit� �e.g. i�dustr�al �se�?5ee Chapter�of the Guidance�or further information. If yes, describe below. If no, write N�A. N�A 5tep �: ld�n�ify the projected a�erage daily �on-potable demand, ir� gallons per day, during the Wet 5eason and accounting for any periodic shut dawns❑r other lapses in �cc�tpar�cy❑r operation, Average Dcrily Demcrnd: N�A S�ep 2: Identify the planned total of afl imper�ious areas ❑n the prop�s�d Rroject fram whic�t runofF might be feasibly captured and s�ored for the identified non-po�able use. ❑epending on the � canfiguration of buildings and other impenrious areas on the s�te,you may consider the Praject -16- Water Q,uality Management Plan(�IVQMP] Jahn Hine Subaru Service and Par�s Center �1 site as a w���e, or parts of the site, to ��afuate reasanable scenarios f�r�apturing and st�ring ` % runafF and directing the stared ru�ofF to t�e potential use�sy identifi�d in Step �. abave. Total Are❑af lmperv�ous 5urfaces: N f A Step 3: Enter the Design Storm Depth f�r the Project site �see Exhibi�A� into t�e left�olumn of Table Z- 5 in Chapter� to determine t�� minimum demand for non-potable uses❑f stormwater r�unoff per tributary impervious acre. Fnter the factor from Table 2-5: N�A 5tep 4: Mu�tiply the unit Wa��e obtained from Step 4 by the total ❑f imperviaus areas from 5tep 3 to de�elop t�e minimum gpd of non-potabl� use that would be required. Minimum requlrec�use: N�A Step 5: Determine if harvesting stormwater runoff for other nan-potable use is feasible for the Praj�ct by cam�aring the Number of Daily Tail�t Users �Step 7.� ta the minimum required number of taile�users�Step 4}. Minimum required non-potable use�Step 4} Projec�Qd a�erage daily use �5tep 1} N�A �gpd �not feasib�e} f�F frrigatian, Toile� and ath�r Use feasibility anticipated demands are less than the appli�able minimum ��� �alu�s, Harvest and Use BMPs are not r��uired and you should proceed to [atilize LID Bioretention and `� 6iotreatment BMPs, unless a site-specifEc analys�s has been completed that demonstra�es te�hnica� infeasihility as na�ed in ❑.3 belaw. D.3 Bioretention and Biotreatment Assessment �ther LID 6iaretention and Biotreatment BMPs as described in Chap�er 2.3 of th� WQMP Guidance Documen�are feasib�e on nearly af� de�elapment sites with sufficient ad�ance planning. Select❑ne of the foll�wing: � LI❑Bioretention�6iotreatment BMPs will be used for some or al[DMAs of the Proje�t as noted be�ow in Sec�ian D.4 ❑ A site-specific analysis demonstrating �he t�chni�al infeasibility of all I.ID 6MPs has been perfarmed and is in�luded in Appendix 5. If you plan t� submit an analysis demonstrating the techni�al ir�feasibi�ity of �ID BMPs, �-equest a pre-submi�tal meeting with �he Copermittee with �urisdiction oW�r the Proj�ct site to discuss this optian, Prviceed ta Section � to do��ment your a Iternative complia nce measures. � .. �7_ �IVater Quality Management Plan�V�1QMP) J�hn Hine Subaru Ser�zc�and Par�s C�nt�r � D.4 Dther Limiting Geotechnica� �onditions �n-site retention may not be feasible due to speciffc geotechnical cancerns identi�ied in t�e Geatechnical Report. If any, describe below. If no,write N/A: N�A Tah�e D.2 Geotechnical Conc�rns far Onsite Retentivn Table Type of Geotechnical Concern DMAs Feasible(6y Name❑r ID� DMAs In�easi�ale�gy Nam�or I�} Collapsi�le Soil �xpans��e Svif Slopes Liquefaction �ther D.5 Feasibility Assessment 5ummaries From the lnfiltration, Harvest and Use, Biaretention and Biotreatment 5ectivns abo�e,camplete Table D.3 �elow to summarize whi�h LiD BMPs are technEcaIly feasible, and which are nat, based upon the established hierarchy. Tahle❑.3 L[D Prioritizati�n Summary Matrix LID SMP Hierarchy Na LID aMA �Alternative �� Nam��ED 1. Infiltration 2. Marvest and use 3. 8ioretention 4. Biatreatment Campliance) BMP1 ❑ ❑ � ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ For those DMAs where LID BMPs are not feasibl�, pro�ide a brie�narrati�e beIow summarizing why they are not feasible,include your technica� infeasibility criteria in Appendix 5,and proceed to 5ectian E below to document Alternati�e Complian�� measu�-es for those ❑MAs. Recall that each propased DMA must pass through the LI❑ BMP hierar�F�y �efore afternati�e c�mpliance measures may be considered. NfA. Bioretentian Fs feasible. �� .. �g_ Water Quality Managemen�P�an�`l�IQ,MP) ]ohn Hine$ubaru Sei-�ice and Parts Center ��� D.6 L�D BMP SiziMg Each LID BMP must he designed to ensUre that the DCV will be addressed by the s�l��t�d BMPs. First, cal�ulate the ❑CV for �ach LI❑ BMP [�sing the Vgnnp worksheet in Appendix F of the LI❑ BMP ❑esign Handbook. Second, design the LID BMP to me�t the required VeMP using a method appro�ed by the Copermittee with jurisdicti�n a�er tY�e Pro�ect site. Uti�ixe t�e wor�sheets �Faund in the LI❑ BMP Design Handbook or consult with the Copermittee to assist y�u in correctly sizing your LlD BMPs.Compfete Table D.4 helaw �o document the ❑CV and the Proposed Volume for ea�h LID BMP. Pro�ide the completed design procedure sheets far each LID BMP in Appendix 6.You may add additiona� rows to the table below as needed. Table D.4 DCV Calculation5 f�r LI❑BMPS�See AppenCllX 6 f01'CaICLIIa'�IQ11S� Rost- OMA DMA Project Effective pMA Areas x DMA �square Sur�ace lmperr►io�s Runoff Runoff F�ter BMP NamQ/ldentifrerHere Ty�e/I❑ feet� Type �raction,If Factor �actor [A] [B] �C] [A]x[C] Pa�ing �3,144 ]mper�ious �.❑ 1.0 63,144 Prop. Desigra Volume Roofs 5,576 lmper►�ious �..0 �..0 5,576 StArm an P1pns Landscaping/ 129,968 Per�ious 0.1 ❑.�. �Z,997 Depth D�V,VgMp (cubic Class I[base (in] �cublc feet} feet� [F] from �} Ar = �= Iol C�] C�] �--J ��A� 1.98,688 87.,7�.7 �.93 SMR 5prdsht �4,469 4,459 [8],[C] is obtained as de5cribed in Section Z.5 af the VIlQMP Guidanc�❑acumer�t [E]is obtained fram Exhibit A in the WQMP Guidance❑ocument [Gj is obtained fram a design proeedure sheet,such as in l.1D BMP DeSign Nandboak and pfaced in Appendix 6 �ach LID BMP must b�design�d to ensure that the Design Capture Volume�f]CV}will be addressed bythe selected BMPs. First,calcu�ate the Design Cap�ure Volume far ea�h 1.117 BMP[�sing t�e rVg{yp�warksheet in Appendix F of the L�❑ BMP Design Handbook.Second,design the LID BMP to meet the required V�MP using a method appra��d by the Copermittee. Utilize the warEcs�eets faund in th� LID BMP Design Har�dhook or consult with your Cop�rmitt�e. Cvmplete Table D,5 �efaw to do�ument the ❑esign Ca�ture Va�ume and the Propos�d Volume for ea�h l.ED BMP. You �an add rows to the�able as need�d.A[ternati�ely, th� 5anta Margarita Hydrology Model �SMRHM� can be used t❑ size LI❑ BMPs to address the DCV and, if appficable, to size Hydrologic Control BMPs to meet t�e Hydrologic Performanc� Standard of the SMR HMP, as identifi�d in Section E. Tatale D.5 L1D 6MP Sixing gMP Name� DMA Na. BMP Type�Descriptian Design Capture Proposed V�lume �ft3� 1�3 Vo�ume{ft3� BMP 1� � Biore�entian Basin 4,469 4,459 minimum ; �� - 7.9- Vl�a�er Quality Management Plan[�IITQMP) ]ohn Hine Subaru Setvice and Parts Center � Secti�n E: Impfement Hydrologic Contro� BMPs and Sediment Supply BMPs If a com�l�ted Tabfe A.2 demonstrates that the project is exempt �From HMP Performance Standards, specify N�A and proceed to Section F, if applicable,and Section G. E.1 �ns�te Feasibility af Hydrolog�c �ontrol BMPs N�A, per Table A.Z. An assessment of the f�asibility ❑f implementing onsit� Hydrologic Control BMPs is required for all proje�ts. Select one of�he following: ❑ Yes—The implem�ntation of Hydrologic Control BMPs is feasible onsite. {Proceed�o Step E.3 crnd Step F.4� - 4r - ❑ No—The praject site is larger than ❑ne acre and the impfementation a�Hydralogic Control BMPs is not feasible on�ite. [Proceed to Step F.5 andS�'ep F forAl�ernative Compllance upan opprovol of �he Technlcal Fea.�rbility Assessmen�by the Copermiti�ee] ❑ No—Th�project site is smaller than one acre and th�impl�mentation of Hydralogic Cantrol BMPs is n�t feasi�fe onsite. [Proceed to Step F 2� �J� � J If the reasons for infeasibility are different tram those listed in Section❑.7.,describe the techni�aI or spatial reasons that preclude the implementation of onsite Hydrologic Contral BMPs. I�none,write NfA: N/A AppraWal of the condition f�r inteasibility, if any, is required by�he Copermittee. Has the conditian �or infeasibility been appro�ed hy the Copermittee? ❑Y ❑ N ❑ N/A E.2 Meeting the HiVIP Performance Standard far Small Pra�ect Sites Select nne of the follnwing: N/A ❑ Yes—The pro�e�t site is equal to or larg�r than ane acre. (Proceed to 5tep E.3, Step E.4, anr�S�ep F.5) - �r - ❑ No--The project si�e is less than one acre. (Follaw the remainc�er of Step E.2} nn{y a 5implifi�d Te�hnical Feasibility St�dy is r�quired �From the applicant. Comp�ete t�e SFmplified Technical Feasib�Izty Study in Appendix 7, which must include, at a minimUm, tf�e soil conditions at the PDP, a demonstration ot the lack of a�ailable space for❑nsite Hydralagic Con�rol BMPs,an explanation of `�, prohibitive casts to implement Hydrologic Cantrol BMPs, ar�d a written ❑pi�ion from a Regist�r�d Geotechnical Engineer identifying the ir�feasibility due to geotechnical cancerns. _2❑_ Water Quality Management Plan[�lVQMP] John Hine Subaru 5e�vice and Pa�•ts Center �-� Se1ec�one of fhe followrng: �. . r� ❑ Yes—OnSite Hydralogic Contrvl BMPs are feasible. �Proceed to St�ep F, Step F.4, and Step F.5} - �r - ❑ No — Onsite Hydrologic Cantrol BMPs are not feasible per tY�e Simp�ified Technica� Feasibility Study. (Praceeaf to Sectian F.5 for Sedimen� SUpp1y Performance Standarc! ond Section F for Alternat�ive ComplianceJ E.3 Hydrologic Control BMP Selection N�A Capture of the DCV a�d achie�ement of t�e Hydra[ogi� Performance Star�dard may be met by combined and�or separate structural BMPs.Simi�arly,complian�e with the tw�identified requirements may be ful�y or partially a�hie�ed onsite. �or each DMA, identify in Tabl� E.1, if the DCV is fully or partially captured ❑nsFte, if the Hydrologic Perf�rmance 5tandard is fully or partialfy met ansite �by using the SMRHM identi�ied in Step E.4}, arid if stru�tural BMPs for complian�e with the LID requirement and the Hydrologic Performan�e Standard are combined. Table�.7.I,ID&Hydromodifi�atian BMP La�ation DMA LID gMP Hydralogic Combined gMP type and I❑ Contro! EMP BMP �- � � ❑ ❑nsite ❑ Onsite ❑ Partially ❑ Partially Onsite ansite [] Yes ❑�ffsite ❑ Df�Fsite [] No ❑ Nane R�quired ❑ N�ne Requir�d ❑ Onsite ❑ qnsite ❑ Partial�y ❑ Partially Onsite Dnsite �Yes ❑ �ffsite ❑ �ffsi�e [� None � N° ❑ None R�quired Re�uir�d ❑ �nsite ❑ Qnsite ❑ Pa rtia lly ❑ Partialiy Onsite �nsite ❑Yes ❑ nfFsite ❑ �ffsit� ❑ No ❑ Nane Req�aired ❑ None Required For each DMA pro��de a narrati�e describing ifth� DCV and the Hydrologic Performance 5tandard are to be fully managed ❑nsite. If not, the narratiWe shauld detaif haw and where offsit� structura� 6M�s wil! � achieve management of the �CV and t�e Hydro[ogic Pe�-forman�e Standard. _��_ WV'a�er Quality Management Plan�W�MP] John Hine Subaru 5er�ice and Parts Center �� E.4 Hydrologic �ontrol BMP Siiing �v/A Each Hydrolagic Control BMP must �ae designed to ensure that �he flow duratian cur�e ❑f the post- deve�opment DMA will not exceed that of the pre-exi$ting, naturaIiy ❑�curring, DMA by more �han ten ' perc�nt❑�er a or�e�year period. CJsing SMRHM,t�e applicant sY�all demanstrate that the per-formance o�F each designed Hydrofogic Cantrof BMP complies with the Hydralogi� Performance Standard. Complete Table �.2 below and identify, for �ach DMA, the type of Hydrologic Contr�l BMP, if the SMRHM mod�l con�irmed the management �Id�ntified as "pass�d" in 5MRHM7, the tatal �olume capacity of the Hydrologic Con�rol BMP,the Hydrologic Control BMP foot�rint at top floor ele�ation, and the drawdown time of the Hydr��ogi� Contral BMP. SMRHM summary re�orts should be documented in A�pendix 7. Refer to the SMRHM Guidar�ce Document far additionai information on SMRHM.You can add rows to the ta�1e as needed. Ta�le E.Z Hydrolvgic Contral BMP Sizing BMP DMA BMP Type� SMRHM 6MP Volume BMP Drawdown Name J ID Na. Description Pass�d �ac-ft� Faotprint�ac} time �hr� ❑ ❑ ❑ ❑ ��� E.5 Implement Sediment Supply BMPs NfA , � The applicant may re�er to Section 2.3 of the SMR HMP for a comprehensi�e des�ription o� the methodology to meet the Sediment 5upply Perf�rmance 5tandard. Complete t�e tollowing steps t� determine compliance with the Sediment Supply Perfarmance Standard: 5t�p 7.: Identify if the site is a Significant Source❑f Bed Sediment Supply to�he recei�ing c�anne� ❑ Step �..A—Is the Bed Sedim�nt of onsite streams similar ta that of rece��ing streams? Rate the sim�la�•ity: ❑High ❑ Medium ❑ �DW Results from the geotechnicai and sie�e ana�ysis to be performed both❑nsite and in the recei�ing channe� shou�d k�e documented in Appendix 7. �f particuiar interesfi, t�e results ❑�F the sieWe analysis, �he soil erodibili�y factor, a description vf the tvpographic reli�f of the prvject area, and th� Ifthvlogy of onsite soils shau(d be �eparted in Append�x 7. ❑ Step �.g—Are onsite streams capable of d�liW�ring B�d Sedim�nt Supply from �he site, if any,to the receiving channel? , } :� �2�� Water Quality Managernent Plan[�N'QMP] John Hine Subaru 5er�ice and Parts Center ����� Rate the potential: ❑ Hibh � ❑ Medium ❑ Low Results �rom t�e analyses of the sediment deli�ery �otential to the recei�ing c�annel shou�d be doc�mented ir�Appendix 7 and identify,at a minimum,the Sediment Source,the dfstance to the re�ei�ing channel, the onsi�e cf�annel density, the proje�t watershed area, t�e sl�p�, length, Iand use, and rainfall intensity. ❑ Step �..0-�1Nill the re�ei�ing channel adversely respond ta a change in Bed Sediment Load? Rate the need for bed sedimen#supply: ❑High ❑ Medium ❑ �ow Resul�s from the in�stream analysis to be perfarmed both onsite sh�uld be do�umented in Appendix 7. The analysis should, at a minimum, q�antify the bank stability and the degree of incision, proWide a gradation❑fthe Bed Sediment within the recei�ing�hanne�,and iden�ify if the�hannel is sedim�nt s�pply� limited. ❑ St�p 7..D—Summary of Step 1 [1, � 5umm�r�ze in Table E.3�he findings of St�p �and associate a scor� {in parer�thes�s)to each step.The sum -- of the�hree indi�idual scares determines if a stream is a significant cantri�utar to the r�cei�ing stream. • Sum is equal to or greater than eight-Site is a signifi�ant source o�sediment bed material —all on-site streams must be pres�r�ed or by-passed within th� site plan. The applicant shall proceed to Step 2 for a!I onsite streams. • Sum is greater than fiv� but lower tF�an eight. Site is a saurc� of sediment bed material— some ❑f the ❑n-site streams mus� be pr�served �with identified streams noted}. The applicant shall pro�eed t❑5tep 2 for the identifi�d s�reams on1y. • Sum is equal to❑r lower than�ive.5it�is not a significant source of sediment bed material. The applicant may adWan�e to Section F. Table E.3 Triad Assessment Summary Step Rating TotaI Score 1.A ❑High{3} ❑ Medium �2} ❑ Law�1.} 1,6 ❑High{3} ❑ Medium �2� ❑ Low�3.� 1.0 ❑ Higl� �3� ❑ Medium �2� ❑ Law�1� Signifi�ant 5ource Rating of Bed Sediment to�he recei�ing channel�s} - �. � Step 2: Pres�r�ation of Identified Onsite Channels -23- Vtilat�r Quality ManagEment Plan[WQMP) ]ahn Hine Subaru Service and Parts Center � �nsite streams identified as a Significant 5o�r�e af Bed Sediment shovid b�avoided in tf�e site design. Check one o,f�he fa��owing: ❑ The site d�sign does a�oid aiI on�it� channels identified as a Significar�t Source of Bed 5ediment (The applrcant�may c�isregard subsequent steps of Sectian F.5 and c�irectly ac�vance drrect��y�o Sec�ion F.} � o� - ❑ The site design does NDT avoid al� ❑nsite channels identified as a Significant Source of 6ed 5ediment (The applrcant may praceed with the subsequent�st�eps of Sect�ron E.SJ. Pro�ide in Appendix 7 a sit� map that identifies all onsite channels and highlights those onsit� channels that were id�ntified as a Significant S�urce of 6ed 5ediment. The site map shall demonstrate, if feasibl�, that the site design a�oids those ❑nsite c�annels identi�Fied as a Significant Source of Bed 5ediment. In addition,the appli�ant shal� describe the characteristics a�each onsite channel ider�tified as a Signifi�ant Source of ged Sediment. If the design plan cannot a�oid the onsite channels, piease pra�id� a rationafe for ea�h channe� indi�idually. Step 3:By-Pass af Upstream Drainage��}to Pres�r�e the discharge❑f Bed Sediment S�pply to the recei�ing channe!{s� Onsite �han�els id�ntified as a Sigr�ificant Sour�e of 6ed 5ediment 5upply should be by-passed t�e discharge of Bed 5ediment Supply to t�e recei�ing chanr�el�s}. �� Check one of the following: ❑ The site design does a�o�d andJar bypass afl ❑nsi�e channels identified as a source o� Bed 5ediment Supply (The applrcanf may directly advance�'o Se�fian F,� - 4r - ❑ Th�sit� design does N�T a�oid or hy-pass aI1 vnsite channels identified as a saurce ❑f Bed Sediment Supply�The applican�may proceeaf to an Alternative�lpproach, a�defrned in 5ection F]. Pro�ide in Appendix 7 a site map that identifies all �nsite chann�ls and highlights those onsite Ghannels that were id�ntified as a Significant 5ource �f Bed Sediment Supply. The site map shall demonstrate, if feasible,that the site design a�oids or by-passes thase onsite channels of signifi�ant Bed Sediment Supply to t�e recei�ing �hannel�s). In addition, the applicant shaFI descr�be the characteristics ❑f each ❑nsite channel identified as a Signif�cant 5ource of Bed 5ediment Supply. If the design plar� �annot avaid ❑r by- pass the❑nsite�hannels, pl�as� pro�ide a rationale for ea�h �hannel indi�idually. 1 �� -24- Water Quality Management Plan�WQMP] Jahn Hine Subaru S��vice and Parts Center �� Sectian F: Alternati�e Cornpliance LID BMPs and Hydrologi�Cantro� BMPs are expected�o be teasible on�irtually all projec�s.Wh�re �.ID gMPs and�ar Hydrologic Control BMPs ha�e been dem�nstrated to be inteasible as do�umented in Sec#ian D and�ar Section E, r�specti�ely, �ther Treatrnent Control BMPs or alternatiWe compliance approaches must be used 4subject LfD wai�er andjor HMP alternati�e compliance approvai by the Copermittee}. In addition, if supporti�g dflcumentatian demonstrat�s the infeasi�ility to impiement Sediment 5upply BMPs on�ite [5ee Se�tion E.5�,the appli�ant may ref�r to Secfion F.5. Check one�t�he folI�wing baxes: � LiD Prin�ip�es, LID BMPs, Hydralogic Contral BMPs, and Sedimen�Supply BMPs haWe �een incorporated in�o the site design�o fu�iy address a�! Drainage Management Areas. No alternati�e compliance measures are required for this project and thus this Section is nat required to be completed. - Or - ❑ LID Principles and LID BMPs ha�e NOT b��n incor�vrated into the si�e design to fully address the LID requirements for all Drainage Management Areas AN❑ HMP Performa�cQ S�andards are n�t ful�y addr�ssed in t�e faf�owing ❑rainage Management Areas. f`�� o The f�ll�wing Drainage Management Areas are unable to �e addressed using LID 6MPs. �•-- A site specifi�analysis demonstrating te�hnical infeasibility of LID BMPs has been appro�ed by the Copermittee and inc[uded in Appendix 5.The following a�ternati�e camplian�e measures on the followir�g pages are being implemented to ensure that any po�jUtant[oads expec�ed ta be discharged by not incorporating L!D BMPs, are fully mitigated.The applicant shou�d compl�te 5ection F.1,Section F.2, and 5�ction F.3, as applica�l�. o A sit�sp��ific analysis d�monstrating t��hnical �nf�asibility ot Hydrofogic Contra! BMPs and Sedimer�t 5upply BMPs has beer� approWed by the Copermit�ee and in�luded in Appendix 7. Projects less than o�� acre ha�e compI�ted the 5implified T�chni�al Fea�ibility Study.The applicant shauld complete 5ectian F.5 andJor 5�ction �.6, as applicabl�. - Or - ❑ L1❑ Principles and LID BMPs ha�e been incorporated into th�sit�design to fully address the DCV for all Drainage Management Areas. HoweWer, HMP Performan�e Standards are not fully addressed in th�fallawing Drainage Management Areas.A si�e specific analysis demonstrating technical infeasibility❑f Hydrologic Cantral BMPs and Sediment Supply BM�s has b�en appro�ed by the Copermit�ee and included in Appendix 7. Projects less than �n� acre haWe comp[eted the Simplified Technical Feasibilifiy.The applicant should �omplete Se��ian F.5 andJor Section F.6, as app�icable. � -25� Wa�ter Quality ManagEmen�Plan[V,IQMP] John Hine Subaru Service and Parts Cen�er �� F.1 Id�ntify Pol[utants �f C�ncern Utiliaing Table A.1 from Section A above which n�ted your project's Receiving Waters and their asso�iated USEPA appro�ed 3fl3�d� listed impairments, cross reference this informatio� with that ot yaur selected Priority De�elopment Project Category in Table F.7. bQlow. lf the identified General Polfutant Categories are the same as those list�d for yaur Recei�ing Waters,then fihese wi�� be your Pollutants of Conc�rn and the apprapriate �ax or boxes wiIi be checked on the las't row. The purpose o� this is to document compiiance and to h�[p you appropriately pfan for mitigating yo�r Pollutants oF C�ncern in fieu of implementing l.ID 6MPs. Ta�fe F.i P�tentia[Pa�l�atants by Land Llse Type Priarity Develapment Ger�era�Pvputant Ca�egories Project Categor�es andlor Toxic Pro ec�Features check thos� ga�ferial Trash 8� oil� � � [ndi�ators Metals Nutrients P�sficides flrganic Sediments ���ris Grease that appiy} Cam�o�nds ❑e#ached Residential � De►►eIopment P N P P N P P P At�a�hed Residential {2� � De�elapment P N P P N P P P � Commercialllndustrial P{3� P P�'} P�'� P{$} Pt'� P P De�elapment � Au#amative Repair N P N N P{4��} N P P .--. Shops � � Resta�rants P N N N N N P P � __ -} (�5,�Qfl ft2} � Hillside De�elopment P N P P N P P P t��,00��t�� Parking Lots � ��5,n�0 ft2}--see P{&} P P��} P{�} P��} Pt�� P P discussion below ❑ Retail Gasafin�Dutlets N P N N P N P P Project Priority Po�lutant�s] � � � � � � � � of Cancern P�Pafenfral N=Nat Pot�ntial �?}A potenr�al Po!lutant rf n�n-nafive lanafscaprng exisfs or is prop�sec!onsife;ofherwrse not expected ��y A potenfral Po!lufan#rf the projecf rncluc�es uncavered parking areas;o#herwise nof expecfed {3�A paf�ntial PalJutanf is land use rnvolving anrmal waste {4t Sp�clfrcally p�trafeum hydrocarbans {�� 5pe�tfrcally solvents . {��Eacterra!indicators ar�routJnely afefccfed in pavem�nt runaff F.2 Stvrmwater Credits Proje�ts that cannot implement �ID BMPs bu� ne�ertheless implement Smart Growth Principles are potentially eligible for Stormwater Credits. Utilize Tabie 3-7 within the WQMP Guidance Document to ,- -�. identify your Proje�t Category and its associated Water Qualzty Credit. lf not applicable, writ� N�A. � ..�6_ 'LN'ater Quality Management Plan[�VQMP] �ohn Hin�Subaru 5�z-vice and Parts Center � Table F.2 5tormwa�er Credits Qualifying Project Categories Credit Percentage� NfA Total[reafit Percentnge� ICannot Exceea'SD9� zObtain corresponding data from Ta�le 3-7 in the w4MP Guid�nce Document F.3 5�zing �riterfa After you appropriately considered 5tormwater Credits �For your project, utili2e Tabfe F.3 belaw ta appropriately size them to the DCV, or D�sign Fl�w Rate, as applicabl�. Pl�as� reference Chapter�.5.5 of �he 1NQMP Guidance Document for fur�her informatian. Table F.3 7reatment Canfirol BMP Sizing Past� aMA Project �ffective DMA DMA x OMA �square Surface Impeavious Runaf� Rur�aff Fnter 8MP IVame/ldenti�erHere TypeJ10 feet} Type Fra�tiar�,If �actar �a�tor IA] [B] [C] [�l�[�] N�A � ( � Propnsed 4.__• Valume Total S#orm or Flow Desrgn Nlinimum DCv wa�er an P�ans Starm or Des�gn Flow Credit % �cubic Depth Rate (cubic Reductian feet or (in� feet ar cfs] cfs� � A r �= L�l IEl [F� � [D]�[E] IF�x I1'LH�� L�l Il [ � [B],[C]is obtained as descri6ed in Section 2.5 from the WQMP Guicfance aocument [�]is ohtained from Exhibit A in the WqMP Guidance�ocument jG]is far Flow-Based Treatment Control BMPs[G]_�F3,564�for Valume-6ased�ontrol Treatment BMPs,�G]=Z2 [H�is from the Tatal Stormwater Credit Percentage as CalcuEated from Table E.�above [i]as abtained fram a design procedure sheet from the 8MP manufacturer and should be inclu�ed in Appendix 6 . � _Z]_ Vtilater Quality Management Plan��VQMP) j�hn Hine Subaru Ser�ice and Parts Cent�r �, F.4 Treatment Contro! BMP Selection Treatment Control BMPs typi�af[y�rovide proprietary treatment mechanisms to treat potential Polfutants in runofF,but d❑nofi sustain significant biologfcaI pracesses.Trea�ment Contro�BMPs must haWe a remoWa� effi�ien�y of a medium ❑r high effecti�eness as quantified below: • High: equal to or greater than S�%Q remo�al e�Ficiency • Medium: between 40%and 8�%remoWal effi�iency SucY� remoWal efFiciency documentation {e.g., studi�s, reparts, etc.� as further discussed ir� C�apter 3.5,2 �f the VIIQMP Guidance Dacument, must �e in�fuded in Appendix 5. fn additian, ensure that proposed Treatment Contro! 6MPs are properly identified on the 1NCZMP Site Plan in Appendix 1. Table�.4 Treatment Contral�MP Selectfon Sel�cted Treatment Control 6MP Priority Pollutant�s� af Remova[ �ff�cien�y Name or fD1 Concern ta Mi�iga�e� Percentage3 N/A 'Treatment Contro�BMPs must nnt be cansiructed withrn Recerv►ng Woters.!n addition,a�ropased Treatment Cantra!8MP may be lisied more thpn once if they pnssess mare than one qunlifying pol�ufant removp!effieiency. �CrosS Referenee 7'o�61e F.1 abQve ta popUlate ihis column. 3 As a"ocumenred in a Copermittee Appraved 5tudy and provided in R ppendix 6. � � �-�" F.5 Hydrologic Performance 5tandard �- AEternative Comp[iance Approach . Alternati�e campliance options are only available if fihe g�Werning Copermi�tee has acknowledged the infeasibility of ansite Hydrologic Control BMps and appro�ed an alternative compIian�� approac�. Attach t❑Appendix 7 the Technical Feasibility 5fudy�Proj�cts equal or greater than ❑ne a�re� ❑r Simplified TechnicaI Feasibility 5tudy�Projec�s less than one a�re� along wi�h a written appr�oWal from the Copermi#tee.The applicant may reter t❑Section Z.�.i�o�the SMR HMP for�xtensiWe guidelines on the aiternatiWe campliance appraach, Selec��he pursued af�ernat�ive and c�escrrbe�he specifics of the alternative: ❑ QfFsite Hydrologic Con�rol Management within the same cha�n�l system N�A ❑ fn-Stream Restoration Praject N�A For�f�site Hvdroln�ic Control 6MP�ption ; Each Hydrologic Control BMP must be designed to ensure tha�the flow duration c�rve af the post- � de►�elopment DMA wil[ not ex�eed that o�the pre-existing, naturafly a��urring, DMA by mare t�an ten percent oWer a on�-year period. Llsing SMRHM, the applicant shall demonstrate that the per�ormance of ..Zg_ V1later Quali�y Management Plan(WQMP) ]'ohn Hine Subaru Seivice and Parts�enter r�� each designed Hydrologic Cont�ol BMP is equi�alent with the Hydrolagic Performance 5tandard far �� onsite�ondi�ians. Complete Table F.4 �elow and ident�fy,far each Hydrolagic Contro� BMP,the equiWa�en� DMA the Hydrologic Control BMP mitigafies,that�he SMRHM model passed,the total�olume �apacity of the BMP,the BMP footprint at t�p floor ele�ation, and the drawd�wn time of the BMP. SMRHM summary reports far the alternatiWe appraach shouid b�documented in Appendix 7. Refer ta the SMRHM Guidance Document far additional information on SMRHM. You can add rows to the tah�e as needed. Tahle F.5 flffsite Hydrofagic�ontrol 6MP 5�zing BMP Name/Type Equi�alent SMRHM BMP V�lume BMP ❑rawd�wn DMA�ac� Passed {ac-ft} �vatprint[aG} time [hr� N�A ❑ ❑ ❑ ❑ Far Instream Rest�rati_o_n__�ption Attach to Appendix 7 the tec�nical re�ort detailing tF�e c�nditiori o�the recei�ing channel subject to the praposed hydr�fogic a�d sediment regimes. Pro�ide the full design plans for the in-stream restoration praject that ha�e been appra�ed by th� Copermittee. � �'. � t, J � F.6 Sediment Suppfy Performance Standard - A[ternatiWe Camplian�e The alternati�e compliance option to the Sediment Supply Performance Standard is anly a�aiIable if the go�erning Capermittee has approWed the in�estiga#ian of alternati�e Bed Sediment S�pply options. Atta�h to A�pendix 7 tl�e Technical �easibility Study, along with the mode[ing analysis,the long-term monitoring program, and�Y�e potential correcti�e a�tions,that demor�strate the performance ot the vveralI alternatiWe compliance program.The appIicant may referto Secti�n 2.�.ii ofthe SMR HMP for extensive g�idelines on the alternati�e compliance approa��. Pro�ide a narrative describing the alternati�e Bed Sediment Supply ap�raac�, including the long-term monitoring program and the findings of the numeri�al modeling. N�A . � -29- 'Water Quality Management Plan[`1UQMP] Jahn Hine Subaru Setvice and Parts Center �� S�cti�n G: Sour�e �ontro� BM Ps Source Controi BMPs inc�ud� permanenfi, stru�tural features that may be required in your Project plans —such as roofs o��r and �erms around trash a�d re�ycling areas—and�perational BMPs,sucl�as reg�lar sweeping and "housekeeping", that must be implemented by the site's occupant❑r user. The Maximum Extent Practicable �MEP� standard typi�ally requires b�th types of BMPs. In general, �perational BMPs cannot be substituted for a feasible and efFecti�e stru�tural BMP. Llsing the Poll�tant 5aur�es�Saurce Control Checklis� in Appendix 8, review t�e f�llowing procedure to spe�ify Source Confiral BMPs tor your site: �. �den�if�►Pollu�tantSources: RE�iew Column �in the PolEutant Sourcesj5aurce Control Checklist.Check off the potential sources of Pof�Utants t�at apply to yaur site. �. Note Locations on Project�Specific WQMP Fxhidi�: Note the corr�sponding requirements listed in Columr� 2 of the Pollutant Sources/Saurce Contro[ Checklist. 5how the location of each Pollutant sour�e and each permanent Source Cantrol BMP in yo�r Pr��ect-Sp�cific WQMP �xhibit located in Apper�dEx �. 3. Prepare a Table and!1larrative: Check off the �arresponding requirements listed in Column � in the Paliutant Sources/Source Control Checkfist. In the ieft c�lumn ❑fTable G.1. below, list each potential sour�ce�f Pollutants on your site�from thase that yau checked in t�e Pollutant Sources/Source Controf CE�ecklist�. In �he middle column, lis�the c�rresponding permanent, Structural Sour�e Contro! BMPs ._. �from Column� Z and 3 0�th� Pollutant Saurces�5ource Cantrol Checklist} used to pre�ent Pollutants f � from entering runoff. Add additional narrati�e i� this calumn that ex�lains any special features, ,� y materials or methods af constru�tion that will he used to fmplement these permanen�, Structural Source Control BMPs. 4. ldentr,fy�perational Source Control BMPs:To c�mplete your table, refer once again to�he Pollutant SourcesJSource Con�rol CheckIist. List in the right column of your �ab[� the C3perational BMPs that should be implemented as Ior�g as the antFcipated activities continue at the site. Copermitt�e stormwater ordinances require that appli�a�Ole Source Control BMPs�ie implemented;the same BMPs may also be required as a �anditian of a use permit or vther re�ocable Di$cretionary Appro�al for�tse vf the site. �'abfe G.�S�ructural and Operationaf Source Control BMP Potential 5ources of Rur�o�f 5truct�ral Sau�ce Cantra! BMPs �perationa!Source Control SMPs Pollutar�ts Litter a�d trash CoWered trash receptacles sha�I Weekly trashJrecycle pi�kup. be used in public and service S�e Fact Sheet SC-�4, "Waste areas,as needed. Handling and Disposaf" in Th� proposed trash enclosure Appendix 1.�or t�e CASQA shall be she�tered from Stormwater Quality Handbooks precipitation by either at www.cabmphandbooks.com cantaining co�ered dumpsters or - in�orporating a caWer. �� �andscape j�utdoar P�sticide Landscaping sha�[ be selected to Maintain Iands�aping using Use minimize irrigation and runoff,to minimum or no pesticides. -3�- �IVater Quality Managemen�Plan(�lITQMP} John Hine Subaru Setvice and Parts Center �-� proma�e surFa�e intiltratior� �.. � where appropriate, and to See applicable operational BMPs minimize the use of fertili2ers in �act 5heet SC-4�, "Building and pesticides that can ar�d Groc�nds Mainter�ance," in contribute to stormwater Appendix�.n or thQ�ASQA pollut�on. 5�ormwater Quality Handbaoks at www.cabmphandbooks.com Llse p�s�-resistant plants, especia�ly adlaeent to Pro�ide pes� manag�ment hardscape. information in Append�x�.D t� n�w owners, lessees and To insure su�cessful operators, establishment, select plants appropria�e to site soils, siopes, cfimate, sun,wind, rain, land use, air mo�ement, ecological c�nsistency, and plant interactions. Streets and sidewa�Ecs Routine parking lot and walfcway sweeping to lceep pa�ement �lear of debris and sediment. Catch basins All catch basins shall be stencil�d Maintain and periadi�ally re�aint �r�l� with "N❑ C7umping! Flows to or replace inlet markings. ���= Bay" or simila�-w�ere feasible. Pro�ide stormwater pol�ution preWention infarmation to n�w site owners, lesse�s, ar opera�ors. See applicab�e operational BMPs in Fa�t 5heet SC-44, "Drainage SystQm Maintenance," in the CA5C�4 5tormwater Quality `r �� �J -37.- �Na�er Quali�y Management Plan['LJti]'QMP] rohn Hine Subaru Seivice and Parts Cen�er � �� Sectivn H: �anstru�ti�n P�an �h�cklist Populate Tabl� H.1 befow to assist the plan c�ecker in an expeditio�s re�iew of yaur pr�jec�.The first twa coiumns wiI1 �ontain information t�at was prepare� in pre�ious steps, wh�le the last column will be populated with the correspanding plan sheets. This tah�� is ta b� completed with the submittaI of yaur final Projec�-5pecific WqMP. Table H.�.CanstructiQn Plan Crtrss-reference BMP No.❑r ID BMP Identifier and Desc�iptivn Corresponding Plan Sheet�s} �. 6ioretenfiion Basin 2 Note�hat the updated table—or Canstructian Plar�UII(�MP Checklist--is anly a re�erence taol to facilitate an easy �omparison ❑f the constru�tior� plans��❑ your Projec�-Speci�ic WQMP. The Copermitt�e wit� jurisdiction❑�er the Project sit�can ad�i��you regarding the process required to propase changes to the. appro�ed Project-Sp�cific WQMP. �- �._� S�ct�on I: Dp�rat�on, MaintQnan�� and Funding The Copermittee with jurisdi�tion oW�r the Project site will peri�di�al�y�erify that BMPs an yo�r Project are mair�tained and continue�a�perate as designed.To make this possible,fihe Copermittee will require tha�you include in Appendix 9 of this Project-Specific WQMP: �.. A mear�s to�Finance and implement mainter�ance��BMPs in perpetuifiy, including replacemen� cost. 2. Ac�eptance of responsibility for maintenance frvm th� tim� the BMPs are constructed until responsibility for operation and maintenance is legally transferred.A warranty ca�ering a period following��nstruction may alsa be required. 3. An ❑utline❑f general maintenance requirements far the Stormwater BMPs you ha�e selected. 4. �ig�ares de�ineating and designating perWiaus and imper�iaus areas, lo�a�ion, and type of Stormwat�r BMP, and tables of perviaus and impervious areas ser�ed by each tacility. Geo- locating the 6MPs usir�g a coordinate system of latitude and Iongitude is recommended ta h�Ip facilitate a tuture statewide database system. 5. A se�arate list and location of self retair�ing areas or areas addressed by LID Principles that do not require specialized �p�rations and Maintenance or i�spections but will require typical landscape main�enance as noted in Chapt�r 5, in the 1NQMP Guidance. �nclude a �rief , , description o�F typical landscape maintenance tor these areas. �J -3Z- Wa�er Quality Management Plan�WQ,MP] �ahn Hine Suharu Ser�ice and Parts Center ���� Th� Copermittee with jurisdiction o��r the Praje�t site will alsa re�uire that you prepare and suhmit a .__ de�ailed BMP �peration and Maintenance Plan that sets forth a maintenance schedule for each of the BMPs buil� on yaur site. An agr�ement assfgning r�sponsibility f�r maintenan�e and pro�iding ��r inspe�tions and certifi�ation may also be required. ❑etails of these requir�ments and instructior�s for preparing a BMP�peration and Main�enance Plan are in �hapter 5 of�he WQMP Guidance ❑acument. Maintenance Mechanism: BMPs will be pri�ately maintained by the d��elop�r/operato�-. 1Ni[! the �raposed BMPs b� maintain�d by a Homeawners' Associa�ian �HOA} or Property �wner-s Association �PDA}? ❑Y � N Prrvat�e BlV1Ps wi!!be ma�ntained by develap�r/owner, who will also be i�he ongoing operator. ]nclude your Operation and Mair�tenance Plan and Maintenance Mechanism in Append�x 9.Additionally, in�lud� all pertinent forms of educational materials for those personnel that will be maintaining the proposed BMFs within thi5 Project-5pecific 11VQMP in Appendix 1�. � 1 _ ,t �� 33 VSlater Quality Managem�nt Plan[�IVQMP] Jahn Hine Subaru Setvice and Parts C�nter �� Acronyms, Abbre�iations a�d Definitions Z�'!� SMR MS4 O�der Nfl.R9-241�-0�7.6,an NPDES Pexm�.t�ssued by the San Diego Permit Re�onal Wa�er C,�ualrty Cont-ro�Boaxd. Applicant Public or priva�e enti.ty seeking�he discxetionaxy appxova� o�new or repiaced improvements �ram �he C�pe�n�uttee wi�h jurisdict�.on over the project site.The Applicant has v�erall responsibility�or fhe implementa�ion and the approval of a Pr�ori�y Deve�opmen� Pxoject.The�ITQMP uses consisten�iy the term"user" to re�er to the app�ican'�such as de�eI.opex or pxaject proponent. The �V'QMP emp�oys also fhe deszgna�.on "usex" to �dentify the Regis�ered Pro�essional Civi1 Engineex xespons�bl.e �ox submit-�ing the Pro'ec�-S eci�'i��V'QMP,and desi ' �he xe uix�d BNIl's. 6es�E Nlanagement Y7efined in 40 CFR 122.Z as schedules of act�vities, prohibitions of Practice {BMPj P1a�tices, mainfenance pxoceduxes, and o�hex managemen� practices to prevent ox reduce fhe pollut�on of wate�rs of fihe United 5tates. BMPs a�so include trea�.nen� requiremen�s, �perating procedu�es and practices to cantrol plan� si�� runoff, spi��age ox leaks, sludge or waste dispasal, or drai.nage �'rom raw ma'�er�a� s�orage. In the case of municipal storm wa�er permits, BMPs are icall used in Iace of numeric e�fluen�li.mi�s. r--.� BMP Fact Sheets BMP Fac�5hee�s are a�aa�able ui the LID BMP Design Handbook, � } 7ndi.vi.duax BMP Fac� Sheets inc�ude sit-Eirtg considerations, and desi.gn and sizing guidelines for seven types of structural BMPs �infilt-ration bas�n, inf7l�ration �xench, permeable pavement, harves�-and-use,biore�en�ion, ex�end�d detention basin, and sand f�.ter . California Pub�isher of the Califoxxua 5tormwater Best Managemen�Practices Stormwater I�ual�ty Handbooks,avaiXable at Assoc�afron 4CASQA� '�"'w.cabm handbooks.corn. Canventional A �ype of BMP tha� px�vi,des t-xeatmen� of staxmwa�er xunoff. Treatmen� Cvn�trol �on�entiona� ireaimen� cont-rol. BMPs, whil.e design�d to treat BMP Particular Pollutan�s, �ypically do not pxov�de the same Xeve� of volume reduction as LrD BMPs, and commonly xequire more specialized maintenance than LID BMPs. As such, the 2�1D 5MR MS4 Permi�and this WQMP requu e�he use af LID BMPs whe�evex feasib�e, before Conventional Treatmen� BMPs can be c�nsidered ar im Iemented. Coper'mi#tees The 2�1� SMR M54 Pexmzt ident�fies �he Ci�ies of Murrieta, Temecula, and VITildomar, �he Counfy, and fhe Di.s�x�c�, as Co ermittees for�he SMR. Counfy The abbreviation refers to the Caun�y of Riverside in �his document. � -34- V17ater Q,uality Management Plan(WQMP) ]'ohn Hine 5ubaru Ser�ice and Parts Center �y 1 CEQA ��.�o�'nia Envirarunen�al Quality A�t-a statu�e�ha�requires `..- ' s�a�e and Iacal agencies t�identi.fy�he sig�vficant enviranmen�al impacts of their actions and to avoid or mitigate those impacts, if feasible. CIIVI�S �alifornia lrrigation Management Information System-an integrated network of 118 au�omated active weathex s�atians all over CaXzfoxxua managed by�he Califoxxua Depa��ment o�Watex Resouxces. CVIfA Clean�1Tater Ac�--zs the primaxy fedexa�.law go�exx�xtg watex polluti.on. Pass�d in 197�,�he C�A es�ablished�he goals of e�iminating re�eases of high amounts of toxic substances into wa�er, e�iminating additional wa�er pollution by 2985, and ensuring that su�fac�wa�ers would meet standaxds necessary for human sports and recreation by 1983. C�VA Sectzon 4���p} is the fedexal statute requzxzng NPDES exmits�or dischax es firom M54s. CWA Sectivn 3�3[d} �mpaired wa�er in which water quality does no�mee�applicable Waterbvdy water quaiity s�andards and/or is not expected to meet water quality standards, even after the appl�cation of technology based pollution controls required by the C�A.The discharge of urban runoff to these wa�er badies by the Copermittees is signi�icant because these discharges can cause or contribute�o viola�ons of ��-� a licable water uali standards. �___� Design Storm �e Za1�5MR M54 Permi�has es�ab�ished the 85th percentile,24- hour stvrm e�en�as�he"Design Storm".The app�icant may refer to Exhibit A�o identify�he applicable Design Storm Depth (D85} ta the ro'ect. DCV Deszgn Capture Volume �DCV} i.s�he voI.ume o�xunof�px�duced ��rom�.he Desi.gn 5toxm to be mztigafed tl7xough LxD Re�ention BMPs,�'�hex LZD SMPs and VoI.ume Sas�d Conventional Txea'�ment BMPs, as a xo xza�e. Design FNow Rate The design flow rate represents the mu�umum flow rate�apacity that flowr�based con�ent�anal.t�rea�ment conf�ol BNIl's should treat to�he MEP,wh�n conszdered. DC1A Duectly�onnected Impervious A�eas-thase impervious areas �hat are hydrau�ically connec�ed to the MS4�i.e. street curbs,catch basins, s�arm d�ains,etc.} and�hence to�he s�i uc�ural BMP without flowin over ervious areas. Discretionary A decis�on in wh�ich a Copexmi.ttee uses i.�s judgmen�in deciding Approval �hether and how�o carry ou�or appro�e a pro�ect. Drstrict �-vexszde County Flood Cantrol and VVate�Gonservat�on Dzstri.ct. DMA A Drainage Managemen�Axea-a deli.neafed p�rnon of a pr�jec� site�ha�is hydrauli,cally connected to a common st�uctural BMP or conveyance poin�. The App�icant may refer ta Section 3.3 for �1 fur�her ide�ines on how to de��neate DMAs. l -35- �IVater Quality Management Plan�Vti1'QMP] John Hine Subaru 5ervice and Parts Center �� Drawdawn Time Re�exs to the amount of iime the design volume takes t�pass . �xough�he BMP. The specified or incorporated drawdown times are�o ensu�re that adequate contact ox detenfi.on�im�has occuxxed far trea�men�,while no�cxeat-�.ng vecfox ox ofhe�r nuisance issues. xt is impar�an�to abide by�he drawdown ti.me requiremen�s s�a�ed in the fact sheet for each s ecific BMP. Effectirre Area Area which 1} is sua�able for a BMP (for examp�e,if inf'il.t-�ation is patentially feasible for the s�te based on infeasibility cr�teria, i.nfil.t�at�an must be allowed over�his area} and 2} receives runoff frQm im e��ious areas. EgA An Environmental Sens�tive Area �ESA} designates an area "�n which plants or animals Iife or their habatats are either rare or espec�al.l.y val.uable because of�heiu special nature or xnle in an ecasystem and whi.ch wou.ld be easa�y dis�urbed ox degraded by human acti.�i.ti.es and developments". �Reference: Califaxxua Public Resources Code �301D7.5 . ET E�rapotzanspixation{ET} is�he Ioss of water to the atinosphere by th�combined pxocesses of evaporatian (from soil and plant surfaces} and i�ranspuation��rom p�an��issues}. Z�is a1s❑an indica��r oF how much wa�er crops,Iawn, ga�rden, and trees need for health ow�h and xoducti�i. FAR T`he Fl.ao�r Axea Ra�io (FAR} is the total square feet of a buildang f�---. divi.ded by�he total square feet of the Iot the bua�dang is Ioca�ed 1 i on. Flvw-Based BIVIP F�ow-based BMPs are conventional treatmen�cont-roI BMPs tha� axe sized to�reat the desi flow rate. F p p p Facility Pollution P�revexxtion Plan HC�]C Hydrologic �ondition of Concern- Exists when �he alteration o�a site's hydrolagic regime caused by de�elopmen� would cause significant vnpacts on downstzeam channels and aquatic habi�ats, alone ox a.n con'unctzon with un acts of o�her ro'ec�s. HlVlp Hydromodificatian Managemen�Plan-Plan defining Performance Standards for PDPs �o manage increases in runoff discharge rates and durations. Hydrologic Con�rol B�' �o nv.tigate �he i.ncreases i.n �uno�� discharge ra�es and g�p duratians and mee� the Pex�ormance S�andards set far�h in the HMP. HSG HydxoXogi.c So� G�roups -- sozl classification to andi.cate the mini.mum xate of u1fi.�trat�on obtained for bare soil.a�tex praI.onged wetti.ng. The HSGs are A (vexy law runoff poteni�a1�high i.nfi.lixa�.on xate}, B, C, and D (h�gh xunoff potential�vea�y low infi�tration ra�e , , � -36- [Nater�uality Management Plan�WQMP) ]'ohn Hine Subaru Setvice and Parts Center �� Hydromodifica�ion The ZO20 SMR M54 Permi� �deni�ies that increased volume, � velocaty, frequency and clischarge duration of storm wa�er runo�� fxom developed areas has the potential �o grea�.y accelera�e downs�xeam exasion, impair stYeam habitat in na�ural drainages, and ne afi.vel. ixn act beneficia�uses. JRMP A s�paxate Jurisdictional I�unoff Management Plan �RMP} has been devel.oped by each Capezmi.tte� and iden�ifzes the �acal programs and acti�i.ti.es that fhe Copezm�ttee is impl.�menting to meet the Z�1a SMR M54 Permi�re uiremenfs. LI D Low rmpac�Devexopment�L�D}�s a s�te desi.gn st�rafegy with a goaX of maantainuzg or replicating �he pre-de�elapmen� hydrologic regi.3me thxough the use of design techniques. LID site design BMPs hexp pxesexve and �estare the natural hydrologic cycle ❑f �he site, allowi.ng�ox fz.Xtxation and infil�ratian which can grea�.y reduce the voiume,peak flow rate,velaci�y,and pollutan��oads of s�orm water runo��. L�D 61VXP A type of stormwater BMP �hat is based up�n Low Impa�t Development concep�s.L�D BMPs n�t only pravide highly effe�tive t�reatment of stormwa�er runoff, but also yield potentially si.gnz.ficant xeductions in runoff volume-helping ta mamic the pre- p�raject hydrologic regv.ne, and a�so require less ongoing maintenance than Treatment Con�ol BMPs. The appl�cant may r--�, xe.fex to Cha ter 2. �.__.� LtD BMP Des�gn '�e LID BMP Design Handbaok was developed by the Handbook ��permittees to provide guidance fQr the plann�r�g, design and maintenance of LID BMPs whi�h may be used to mitigate�he wa�er uaY.� im acts of PDPs within the Coun . LID 6ioreten�ivn BI�lP LID B�ore�ention BMPs are bioretenhon a�r�as axe �eg�tated �i.e., Iandscaped} shallow depr�ssi.ans that pxovi.de sto�age, in£il.irat�on, and evapoiranspira�on, and pxovide fox pollutan� xemoval �e.g., filt�ation, adsoxpt�on, nut�rzent uptake} by �il.t��r�.ng sto�mwa�ex through the vegefiation and soi�s. In bzoxe�en�zon areas,pore spaces and�rganic mafexi.al.i.n the soil.s he�p to xetain wate�r in the�orm of soil moisture and to promo�e the adsorpti�n of pollu�anfs �e.g., dissol�ed metals and pe�roleum hydro�arbans}in�o�he soi.I mat�ix. Plants use soil moishxre and promo�e�h�drying of�he sail�hrough tYanspiration. The 2��� 5MR MS4 Pernv.t defines "re�ain" as �o keep or hald i.n a particular p�ace,condition,or position wi�hau�discharge ta surfa�e wa'�e�s. LI D 6iotreatment BMPs�ha�reduce s�oxmwatex pollutant di.scharges by intexcep�u�.g gMp xainfall on vegetative canapy, and through incidental ulf�tra�ion and�or evapotranspiration,and filtratian,and other bia�ogical and chemical processes. As s�ormwater passes down thr�ugh �he planfing soil, pvllu�ants are fi��ered, adsorbed, biodegYaded, and � sequestered by the so�l and plan�s, and cflllec��d thrflugh an underdrain. -37- VIla�er Q,uality Management Plan[11VQMP) John Hine Su6aru Ser�ice and Par�s C�nter � LID Har►rest and BMPs used �o facil.i�a�e �aptixring 5tarmwater Runof�for Iater use Reuse BN[P '�^»�hou� negative�y impacting downstYeam water rights a�r other Beneficial LTses. L�D Infiltration BMP BMPs ta reduce s��rmwater runoff by capturing and ulfiltrating the runof� in�o in-situ soils or amended onsite soals. Typzca� L�D Infil�ration BNIl's include infi�tration basi.ns, infi].txation f-ren�hes and ex�zous avements. L1D Re�en�ion BN1P BMPs to ensure full onsi�e retent�on withou� x�unof� o� �he DCV such as znfilirat�o�n basa.ns, bi.oxetentzon, chambers, �trenches, e�rmeabl.e av�ment and avexs,haxvest and reuse. L[0 PrinGip�es Site design concepts that pre�ent ox min�.m�ize the causes �or dxivexs} of past-const�ruc�on ampacts, and help mimic the pre- de�elo ment h drolo 'c re ime. M EP Maxirnum Extent Pxacticable � standard establzshed by �he 2987 amendments ta �he C'�VA�o��he reduction of Pollu�ant d�scharges from M54s. Refer�o Attachment C of�he 2�1Q SMR M54 Permi�for a�omple�e de�inition of MEP. MF Mu�ti-€amily - zoning class�fication for parcels having 2 o�r moxe Iivan res�dential units. N1S4 MuniCipal Separate Storm Sewer System (M54} is a conveyance or system of C�nveyances �including roads with drainage systems, � � muni�ipal streets, ca�ch basins, curbs, gutters, d�tches, man-made �hanne�s, or s�orm drains}: (i} awned or aperated by a 5tate, city, town,borough, county,parish, district, associa�ion,or othe�r public body �created by or pursuant ta S�ate law}having juxisdi.cti.on ovex disposal ot sewage,industrial wastes,starm water,or othEx wastes, inc�uding special distYicts under Sta�e �aw such as a sewex d�stxzct, flood control d�strict or drainage district, or similar entity, o�r an Indian tribe ox an authorzzed Zndian t�r�.bal axganizatian, or designated and approved management agency under sechon 2Q8 of the CVVA �ha� di.scharges to wate�s o� the Unz�ed States; �i�} Designated or used fax collecting ox conveying sfioxm wa�er; �ui} �Vh�ch is no� a combined sew�x; (z�} �Vhzch xs not part of �he Publicly �wned Txeatrnen� �1loxks (PQTVV} as defined a� 4� CFR 122.26. New Development �efined by fhe��1�MS4 permit as 'Priori�.y Development Pro�ects' Project ��e project,or a component of the project meets the ca�egazzes and �hresholds described in 5ection�.�.2. N P D ES National Pollution Dis�harge Eli.mi7.lation System - Federal program �or issuing, modifying, revoking and re�ssuang, terminating,monitaring and en�orcing permits,and imposing and ex�'or�ing pre�r�atmen�requirements, under 5ections 3D7,3�8,4��, and 4�5 of�he C�ITA, ` � N RCS Natuxal Resources Consexvat�on Se�rvi.ce `. �J -38- �IVater Quality Management Plan�WQMP� jahn Hine Subaru Service and Parts Cen�er �� Source Confrol BMP Source Contro� BMPs Iand use ar site planning p�actices, ox --� stYuct�xral or nonstructura� measuxes that azm fo xevent xuno�� p pollution by xeducing the po��ntial�ox contamination at�he sflurce o� pollution. Souxce confrol. �MPs mi.Yuinize �he con�ac� be�ween Pollufan�s and runo��. Storrnwater Credit Stoxmwatex C�redi.� can be clai.med by an Applican� i� cer�ain developmen� pra�ti�es tha� pro�ide broad-sca�e environmenta� benefits �� communities are incorporated into fihe project deszgn. Refer �a Section 3.5.4 for additionaX anfoxma�.on on Stoxmwater Cxedits. Sfructural Bl1rIP St-ru�tures designed to remove pollu�an�s from stormwatex runoff and miti a�e h dromodification im acts. g►Nppp Storm�ITater Pollution Prevent�on P�an TentatNrre Tract �Vlap Tentat�v�Txac�Maps a�e required for a11 subdiv�sion creating f��e (5} ax moxe par�els, five �5} �r more candomin�ums as de�ined �n Section 783 0� �he California Civil. Cade, a conununity apartment proje�t c�n�auung fi�e �5} or more parcels, or for�he conversion of a dwelling �o a s�ack coaperative contau�ung five �5} ar more dwellin units. T�1 D L Ta�al.Maximum Dai.Iy Load-�he maximum amoun�of a Pol�u�an� that�an be dis�harged in�o a waterbody from all saurces�point and non-po�nt} and sti1l maintain Water Quality Standards. Under �� C�ITA Section 3�3�d}, TMDLs must be developed for a�� `�--� wa��rbodies tha� da no� meet �Vater [�uality Standards after a lication of�echnalo -based contz ols. USEPA United States Envaronmental Pro�ecti.on Agency Vvlume�Based BMP Valume-Based BMI�s applies to BMPs where the prvnary mode of pollutan� removal depends upan the volumetric capacity such as detentian,retention�and infi�txation s stems. WL�M P Wa�ex(�uaI.zty Management Plan . Wet 5eason The 2020 5MR M54 PermYt defines the wet season�xom �ctobe� �. �hrou h A ri�30. _� 40 jlVater Quality Managemen�Plan[jIVQMP� John Hine Subaru 5er�ice and Parts Center r� A endix 1: Ma s and S�te Plans t--- - p p p Locatian Map, WQMP 5ite Plan crnd Receiving Waters Map �� � Water Quaii�y Managemenz Plan�V�TQMP) jahn Hine Subaru 5er�ice and Parts C�nt�r '� / _. - - .. .. . ._.._ . .... -.. . _ _ , .�� - ... -� 1 Q� r`. '� �i'��"';� �I�' � _ . „ - Rancho'Farif �-. ` �� � . - � �_-��ti - .- ,�. �.��� i r�\ . 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IF THE RESlIL75 OF ti-lE SURYEY IHDICATE TFIAT HO S1i£H7'3: YROs[UK AP[D S8n1MENT Cnt+l'R�L PLAIv BURROWIlVG OYYLS RRE PRESQ�IT DH-SITE,iHEF!iHE PRp,1�CT iARY�{QVE SHFETd: HRUS[OHAHUS�D1prl�fiTC�KiRDLPi.A1'[ FORWARO YI�ITH GRAQING,UPDN PLANHIHG DINSION APRROVAL.tF BURR6WING DYYIS AF�FDUHfl TD 08 PRfSENT OR HE;STlNG DH�-SITE dUREHG TFIE PRECOH5iRUCTIaH SURVEY, THEN niE FIXi0W1NG RECOiAI�IEN0ASI0HS 3AU5T BE AOHERE�T0: E1[CL115EON AND REIQCATiDN ACifNTl85 I�AT H�T OCCIIR 6URIHG iHE 9RfEDING SfA50i�l,YIHICH 15 QEF'1HEU AS l�SAAHCH l 7HROIJGH AUCl15T 31,YATH iHE FOLLQNAHG E7fCfPTi41� FROA�1 3�ARCH l THROUGH 3AARCH 15 AIQp LD's��f��'O FRDiA AS1d15T 1 THROIJpi AllIX15T 31 E7CCU1510N AHD Rd.UC+4TI0H ACTINTiES �n der raur�d 5ervice AI ert uAY z+uc� AIr4CE IF 17 15 PRaVEH T4 TI1E CITY AH�APPRDPRIATE REGULATpRY �J BQVCli Ml�R�{: AGfNqES(IF AHY}TI1A7 EOG LAYIHC OR CHIqS REARINC IS NOT TAICIHC AIACE. 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PA 03-657 Vrrtical � �'' MRRIS R.FRRRING74H DatQ CorspEQted sy,� ci„,•. �� R.GE Ha.44223 I'�ORIZOW�AL C�N�ROL PLAN NA G,� R.C.E, Nv. 38II4 ��,�� a-3i-i7 `;`�:=�. AF3A PATH f� 7RAVEL Shest 4 of 6 E�oscv�a�s��iM�n��cvn�r�ac.rro�Es zr.asQ•��vn a scn�m�n�r.�,mmi rrn�'sre IntnrxSed W be used on nt!Pu4r;e Wuks p�ans fer holti � pr[va[o davelpyrmorl pnd pv�I�G fight�f-way imaravcmcnta.7he naSns oro compr�henolvc nnd shouk!b� I 5 �� °��d n"°"'��'�°°`'"-`���a��`°n°'`'°":. FIBR�C]S W�OD MULCH SPECIFICATIQNS I t, r ner[.Rt1 runo![etuy bp T�novod prfor fo d'ccharg�np irom a x�lo or 4o any lypo ae pmrrto or - _ � publie�l4r�nlva:nrmAveyanariSyalem�naiteralxn:ercaura@'.wst�t�Els,putf�e�9.CC�Cre1e-Sr�adV�li��hos. A) 3dATERIALS Z BADS F�OFI a=erm Crakxi,liow�ines,INa=a,auUets,eic.],htt ron-perrrrtt�d distha�es nrc proh�hllad Ircm entcA�g (1} MULCH SHALL BE OERIYED FRfl�S COASP�ST, FiiDM A CALIFDRHIA STA'iE � e ny atqrm vralnr conveyanco syslom}nar{purx7, PEfi]�if1lE0 COI�P06TENG FACIUTY CERTIFlFA 9Y THE U�S. COAIP05T COl1HCIL 2. [tast 1�Sanaoe�nan!Pr,�rcPs t6uP'Al.Ycar-raund,polt�Sion protitint�on rr.�asuros,a�ea k�own as BCst [U.&GGy YYFiDSE PROCE55 15 Sl1BJ@CT TQ THE Il.S.C.C. ({(S.T.A. MATERiAL k�,i�fa9nmens PratLoes(B7asp's),m�st be Ir�s:allcK!�orto arry fiekS ttctnr�pos,dMY hantaGoeks can pc 7E531HG PROTOCO�.�}). ����� drnmloadcdatmvw.cabmahaMbaaics.urn,14ddiaanalrscalonprevcnl:onandsedLr�cnlcastrC!(ESC] (p}�SULCH SHALL BE LSANUFACNREG FROA�R 100Z RECYCIED LIR6AN I,RAlpSCAPE � mo�u�Ca mu4t ha in&1a11ed ur�d rr.p'rN.d�ncd piar to ond thnauyhout oaCh miny eoasoa.Thc ��qpD WOOD MA�ERIALS,Wlhi THE E%CLU94N OF REQWW�,EUCALYPT415, GRAVEL BAGS 2 � davebperlto�lr.►emr ks rosper�sf6la tor ESC measwus Gupughrru[tha dvrotSon o!!�o projaet[or an pNQ pp�Y O71iER HATL7RAL L!�lQ9CAPF W0065 THAT RRE NDT MICROBIAL I tleark�p.Ciskl�uj,9�dlrq.exCavaknQ and stockpllnp acti�ilies,ar�dan ap nxposa6 sfopas and in�livp FRIENOLY. PLA57lC SHEETING �raas mrnugtxxa�rw enuru s7e.The aevescpert�anirscwr Is a3sa respcnsibie for anyc'scrur�es fram � ���'���" 0 E5�LTl N G BA51 N AT StJ M P �SE"""��} a�+b�anunelan. [3y PROPERLY CQMPOSTED 1�I1LCti YfILL BE A QARK BRDHRJ IH COLOR AHU WIl�BE SANO PR6TECTIYE CA 9MP HAHD600kS(CONSTRlJC7tOH)SE-tQ} a. 5lock�l.na os B�.fPs,hd�llotul�5C rtwto'fols ahaM1 p4 sSDCkpiled pl�nriCtrs Ivtstiwls Ihmuphau! FREE OF E-�CQLI. SEE05 A�[0 PRTHOGENS, AND SHA11 BE FREE DF AHY P�,q{�7Yyp�AVEL BAGS BARRIER OYER LIMER t Ihe Site for immedlatu usa Kithlh S9vors�ays prlar 1oar+y Ior�cast raln.Dn omcrpenC.ysi��uuxons,lhe DON7NA�NATipN,R�CKS,OR NOH-C�fPOSTABLE AIATERIALS. pyER CH 5KI N Ho 9CALE dsrdopsdao�:aWor ahaA bmcrl�atc�y make oGu'prr�cn:ond zrer�cn avolW6le lo,�ro:rsi�h¢aita, �4}MULCH MAY BE 1�ADE AVAILRBLE IN VARI0�15 SIIES BY SUBSEQ[lEl+lT ISECHAHICRl. Ta AREVEN'i DYER TURNIHC $. �rg�i0f�ar�d Sod�r�Cnl C�n�rol3.�411 ESC maas�us atia:l pq insr�dnd,raslararl,rapa'r�ct er modi�ed SCREEHENC�F THE BASE COMPOSTEi]AIRTEFitAL yeur�siound througheuS mo ska ta proteet prrGrelere,adJaonnt Fvaperllo,,anv9�enmrn;a�fy sens'r,�r�e draas and��prir•ateJpub::t dtam wa9�r ton+rayarsa sy�.�crra.Ii ar+y craakrn or aedlmonS oorr:ro!s ta9 (5}MUl.LW SCREEH SII.E SHALL 6E t }�IHCt!AHQ 2 IHCN,lYfiICH NALL QEF7lVE THE dudrg arry r�in ewrnL mora ai�nclivo onea wiu ba rncyu&ad in tlse�r ptaca. LIPPEft LIkI�T flF THE SCREENED AARTICLE 5I7E. s. Ero�lqr�,_�OM1�fO�.Eroshn eanuols straa Inaraa,avt aro nct Iini:eC 4o aFpyng ana esfa�ash;r�g: vagcsallve cover�rrood mulrh�alaplcd urptrr.ied 6lankcla{st+ax,ooconuSwathcry,Ptnsyce}�eoUruJ 9y[�NERA! (minxnum 1D•rml).Polypropy�cnc rr�ta.ap�ay.on a�nuWs�n nti dlsturbcd arcaa or ou�cr m��uroa . appr.wrd by sha C��y�r�g!r�eer.Juta�+etting ahaG not 6e used as a atand�alar�e erasian rorY,rol,For ��� T�'�E ��RCT4R SHRLI. NO7 PERFORM MULCHINC �URING PERI065 OF � aWmos�rca�ed ihan 4:7,pravide fibCr fGlfs anrJ oilhCra 6nnded fihGrmairixproduci appG�d tp a m!e ����Y HIGH 14lH05 THA7 MICHT PREC�Ui3E PRQPER 11L7LCF3 PLRCEIAEHT. l ���2 oi3_�IWaeroorp aSa6+lue�f�a+mavixprdduct up�iusl lo a rutv uf 1�gsd+auu.T1x City£ixj�rree (2�pLACE AIULCH WITH UNIFORM DEP'!H OF 3 TQ 4[NCHES,USiHG 532 CUBIC YAROS 57R►�YI ROLLS MUST BE PLRCSD �� �►ly�" � rruy a�prova�!licront npa:�cntlan ralos[�r�cpea la�z Ihan�:f. aF iAIILCH F�R RCRE. ALOHG SLOFE CDN7WR5 � `��� R. see�nons Cenrrn�s,Sed�rr.anl coNools�h�tl�qudc,6ut�re rmt IuritcC la:ticatltinG ba�ins,a�� SAN I TAR Y�SEPT!C WASTE MAN A�EM EN T � � beims�r�Ler rvas.s3t fences.Dr�ra!Dag�trivrans[AreC s�ilh mk+tmum 3:'��vcq,chack aruns. drsinage fn{ctpratCctien.a1a.Fibcr ro:ls�hap�airnln!!a[S in S5•Eaot Inum�anls meosetted pkr�1t�C ��9 � AW+4CEMT ROLlS SHWJ. [�r.aof Slw slaFe.5eR lance ztuk�InslaCrd afong lnlcrfar are�it and eemUined wih qnvul•aa�or � ACFiTI.Y ABUT ai;fenoa eh�+rtens k�slCa�se sEde�s�aCs nqhtel-way ar bark vQ curCs. SANI7ARY WAat�REFAOYAL SHALL BE BY A LICEHSF�SIW ITARY WAST£ � � � HAi1LER. SA�lITRRY WASTE SHRLL BE M4VED TD A LEGRL 5ANITARY 2y � 7R�ATMEN7 FACIL]TY. 4. 5ta�o CQslg;ry4Wj Gp�:[aLpP��iL I[1ha pmjrsc!tlislurhS,expps�w SW��i1es anp atre or mwe ai � ao�l,lha afw nust Gn cuverexl urxla�Ilp$ldlu f.onxtruc5p�4efne:ral Pr�mll.A yJaSle Qis�ttarpa SffrlkENT.DFtCAHIC ��ns�r,eezan�vrntop n�tef,a risk lwel detertror�uien number and�e Ot:n<<fwa'Stum i1Va:ar 2`x2"STAKE MA'1�.�b N��11+� � pv!lu5on�rcverrSianP�an'{SWI'F'F'yUt�lvpct(OSD)atralkLsprovdedtct�oCi3pprisx;oiss�nnccof RAVEL 8AG RflW OWBLE 10-MIL SPACING DEPEFIUS ��S ARE CAPTIIREO � � � s pra�fn�po�mis.�I SW PPP shslr 6a lrrpiemanmd fhroughou!!ho dur�Con af 1hn praJoct and�fia��bo PLASTIC SHEET 2 EA.BALE ON SaL TYPE AHO BEHiH�T�-!E ROLLS. raadi�are taCle lo Ci�y and Statn'nspotlera ar,d apdaSod lo renect�urmnt siSa sorsd�iaae nurir� � �►������ L.INER SLppE g7EEPHE55 r.ensuucx'ran Tha oorisJuc4an perr:t ean 6e d�wnlnaded nt �l +l� �t ��� 4� �� �l �1 t � �-i�'-� � � �vruwnnlerAa�ras.ca.cOyNleSs9t��lerlt[9nrams°sio�mrra[arl[ar.s�ructloh, 1 �� 14 � ►r It I� 1 I f �.• PLASTIC SFiEET1NG a. Pe�nater Aro�cchan.Parimcflur pra;adinn must bu insSulhxl prar to uiry dexuing Lc4ntiies.Ckarr� � TRAW BAI,�BARRIER � y ti 3"-5" shall Dol;rrited W areas 1he[wi�ta tenmed�ateSygradedord�alurbed.A eon�bina5ari oS�SC r�casures ��+ ^,�r shat[bn Impiomantcd&1 aress lhat havc qcan cfesred.AI dis[u�hcd nrens af an]nocS�m alSe,e� �... �... datcribpd In thv Englnogis�}and Ca�Wel an hlaiwal.shaA afw ha prolaelod. � � e] 8'-10'0lA. • 2"x2"STAKE �'� � ii. �'rRr�sS[s�ar�l�xass F'ainls.Cansvuerian aecQsx poh�s r.Fwi ba a�,�l+Fmd wilka usmb'naf;nn aT rork v IXt�4 �BAR v- GRAVEL BAG FLRCEI+IEN� antl sAaker pf�:es}�ar�round tn ptovwit Vxsc4uL Ir,ter�ar aecess pan[a[a�propo5ed drlve+r,�ys, �'t7� 2�A. BALE �T]� C�lVT1NL1011S AR411N0 malerlat ataags ar�d ataglnp erea eriVanees�curi,elc.)slul nlso 6e protattsd rN�rotk ta prcwnt STRAW BALES H��; ��'�, Uackout or�l�ipvsri�r sA'ieu3x.Rflu�Env slreai awoapir�snu4 hn preAarmod a�sA pm��cd streets xhem �ti �'1 � � +if �+� �1�tt'�` (DHE RflW HIGH} 1.STRAW R�Ll.IHSTALLAnON RE�iJIRES THE katlJnp Fs Wscrved.Vacuum swaapan sbab he usad whcn atreef ewoep?rr,=heto�es 1nc!fcct[vn. �'r �f � �r' '�ti �� < < �� PLACE RN IdENTIFIABLE SIGi�i bE51CNA71NC iliE C�iJCRE7E WA5H-OU7 PLACp�ENT AHG SECIlRE ST+vciNC OF TH�ROI..L iN � ;� Cun;rW�ed s,reet wnshing�hnfl onlybc elbwod prfor tv Nc appllcation af asptmlt we3 cost�,end eniy FACiL3iY. A TRENCFf.3'--5"QEEA,�UG 6H C O N T O U R. R U N O F F H 1 1 5 7 N O T B E A L L O W E D 7 0 R U H w h en n 6 p�r�nqnt ara lr�ogo f r�lcls are pro[csSed. CONCRE7E WASTE WASH�-OUT MATERIRL SHALL�RY BEFdRE REMOVING �NpT�$��KE IlN4FR tlR AROUN�RGIL. 7, []esAGrm Aaslns.Cns3t»g basirls shnp La desfgrsed�Ctprdfng 1b thu guidanCO pmtiCed h�CI15Q11 s TO A I.EGAL QLI�SP SIT�. tar�struction pAtP nan�oak.�mpaunCed waier ahali he sasurecf[rom the ixs�Gc.Siqnhge;rxl�attir+p 'Po�.".ed lhrater•Ce Nat En:nr:or an eqsL�ra�Ont wnrNrq notice,aftialE Ce pasaed. REPLACE PLA571C SHEET lJNER IMiREAlA7ELY AFTER EVERY WASTE FI BER R4LLS �SE�5} REM4VAL. s. ��,�,$�.c.Ma�erial slor.�n and ab�in3 nvas s7a1�16a o:labiiahod,Fual L-m�cs.��o��e�, CON CR ETE Vtif ASTE M AN AGEM EN T-P LAN C�N CRETE WASTE M AN AGEM EN T--SECIi 4N ��B�p H�aB� �iqukSs,geFs,pawdera.Wndstaao-matensis and aWek iles of soil�haA pe stueC avray fr�m al1 NO SCALE pr{vatclpuCice slorn�woter wnvaynrxc s�r�lcros,sidowa�x.s,right�c:f�rmysand ifowd:nes and atiaf[heve �_� eocanday cvnmGlrnoni 1r�a;.iiw aLor,Fpllosai r.oli r•!u1 he eavnrcd a!a�lkmas,p,r.ifw etarJ�p{1os ehatl ha cavarEtd prfar 1q a for�acazt r�in a. �t1�i l+T!_Y�1'�•CansGut�cr�+�s�nRa srtlstcilaneous debr9 snau Ge placcd In wute,3�qh!�s NaTE: CdNSTHItCT Sedlmen!tra in W fre mesn re�op[adea sfwu rwf�a airov�ed.Wosn�ou:sta6ons stwli Cu pravlded for cnr�uetc,asknts. SEQI�4F.l�IT BARFt�ER ANQ PF g 1. SET PpSTS AHD EXCAVA7�A eSu:ca ar.d othcr'�Sd wasto,and shal!ta tlncd wi�h lust;c�nd ia:n'�d awa fmm u6Gc i Mah de�ka W4 P Y P Ki +�Ys� CHANNELfIE RLINOFF TO � � 4 BY 4 IN[16 8Y ld CbA) fiow ffr�ca,etc.Pdorla anyioreeast rain,tiinsa�d wash-auts ahsll pe cavared vsilh�ids or{�as:lc Wrps. SEQIMENT TRAPPIHG DENCE p LpNGTHE U��OF Pfl TS. io.s�p�o:A�,��.s��,l,w,�,-,�:��ii�ib�����irslapacx�lhoul�[rr�srw�flCOwrsdr�n�t 5TAB1LiZED �UNSTRUCTiQr�N ENTRANCE � � Er�!�dvd.ESG maasur�s ero ru ulrod un a!I e osud s.� u1f:I 6�IfkhnL' rmanent]andsca � esR�b�st�gd.Thcru sha[ho iD074 stapa prota�Gcn In pl�cd priw la issuanc4 af eurt��Kata oloxupancy. TC�� ��E� L} a � ¢ CQRRUGATEQ 57EE1 1 t.�Q_rt�$'.�I?,I�g.Ali porlab�e mheCrs shaG havrs pins:ls Er�crx unCerr�alh them vs[Ih gra4CFbags p�a:ad � 6� � PA{VELS 4 IH[i❑CM} q�tlia�Cwrrhib akSa oi Uw li»ers i�s eaxtt��t dlscltsr�rs. CftUSHEQ ACGREGATE * GREA7ER THAN 75 MM 3 d � A ~ A g 3.RttRCH THE FILTER FABR�C 70 4.BRCKFlLL ANO COMSPACT THE 1x.A�an;ananca.Afl ona�lu orsd a}r�to fiow I+nra{i.o.,r•end brarr��:ehes,tarraca draina,rih6vn guStsrs, � 3 M MIN �R A5 �E pa575 AND p(TEND 1T E%CAVATEQ SDIL curl�g�Sfurs�,ele.},slorm vrala�ta++�eyranao sy�lemc.chadc daavs.thovrons.a'It Snneos and desfiting IH)8UT SA�SRLLER iHAN 15Q a REQUIREfl TO 7NTQ i7�TRENAFL b�slnz sl�a�i be ireea!sad�ment,caRstrucliar.maWri�le,was��,misterpnev�n dohds and da'arloraScd MM(B�N] p ACC�IMIdDATE ESC mrasures y�mrrour+d. CORRUGA"iEb STEEL PANE�S a 1 ��CATE� � f 3,onsrn,cro�s.ho absn�civna,o�r,cr uxin B��P's,sn�r ne anasM1rea�tnin nny starm x�a�eroeovey��ca WIiICHEV�R IS � syslem,untess alkm�uvc drninnge iaeir�pes Fwvo heen oppmvod 6y tFa Ci.y Er,�+naar. pRIGINAL GRAOE x 7�l.Other Conslrticfion N:+frts.Re1er 10 S��rq1�np}!;�![u'�nrxs:il;'pmc;n�'r��d'pavinp•r+��iremeNs, . � GREATER. { I lC.TER f i9BFtIC � AlATCH ExI5T1NG� � r ���^ 3U0 MM t12 IN�MIN, GRw]E W � UNLESS n7HERW15E FILTER FABR�C SPECIF1En 8Y A SdILS CRUSWED AGGREGAT� 15�I �iIN n rr ENGINEER SEGTlON A�- REATER TtiAN 75 lAM 3 OR FIXIR 71MES 7}iE CIRCtlMFEREN[:�aF DETAIL A NS[LT FENGE �a�� IN}BUT SMALIFR 7F3AH 15Q THE LARGEST CONS7RLIC'i'tON VEHIi:lF pREFABRICATEO SILTFEh10E YdAYBE[�SE�IH MM(B IN) 7iRE,WMiCHEYER 15 GREATER L,fEIJ pF W PLACE CON57RUCT10N. FILTER FABRIC 1+���'�"�v� ORiGIMAL GRAdE �ndcrground 5er�i�e Alert BUILDINGANG SAFEFY Cafl:TOLL FRE� aao Mr�(�2�N]MiH, UNLESS d7H�t1MS� SpECIF1ED 9Y A 5nll.S �-Sd❑ �GI��� 71TLE 24 qISA9LED ACCESSIBILITY OHLY 42�--4�33 � � TW4 WDRKING DAYS BEFORE Y�L! DIG APPR6VE0 BY: NAME A J CUNSiRUCT10H RECQRO �AT£ 8Y REVISl�IJS ACC•D BEMCH MARK S�A�� SEAL� Es.srpi,, Dasfgned By Dra+rn 8y Chatk�d 8y IIrawlnp Ha ��tiY�, RECOMME1VpE0 BY:. oA�: C�TY �F TEMECLJLA aEaaR��rrr oF Puauc wvwcs ConLrnGtqr H��tn� � �a�� Plnns Frepared IJnder Super�islon tlf � Irispector � pQ,�g»4 � ncc�T�a aY: • A 15-1003 JONN HIHE 5U811RU SERVIL�MEO PARi'S CEFI 5EE�SCRIP7IUH 5HEE7 i HA D0.te f2-7-i6 PA A. r � �P.03/3f/97� MARK A.FRRRIHCTaH QIREC flR OF P BL1C WQRKS/CITY EHCINEER PA� 23496 - LdT E" LLA IVQ. PA Q3-B57 autv GnnpZ�t4d Vertical 7 r v+,, �r R.�.e,rro.s4xx3 �ROSIQH Al+ID SEn[MENT C�NTR� PL.AN 38114 3-31-17 `'���'+`'' Shert 5 of 6 NA G,�S R.C.£.tJe. 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'` � � 1 ��^ � � / ll LD16-�460 �nderground Service Aler� • BUILDlNGAND SAFFFY c�i�:�a�� F��� 1-80D ��'z°��s°Rnar.��o acc�ssi u�"rr oH�.r 422--4�33 GF2APN�C 5CAl.E ' � TWD WDRKING DAYS 6EFQRE YQU pIG 30 2u io 4 36 sQ 9� APPR6VE6 BY: � NAM� DAiE CONSTRUCTION R�COR!} bATE BY R�VI51pH5 Attro BENCH MAHK SEAU ESS►p� Aaslgned 8y nrawn $y Check¢d By Drawing No� SCA�� p CI TY DF TEM ECLJ LA oEaa�er�r aF Puauc wv�ncs Contractor wortr.o,�tnt �� r ��g�^ Alnns Prepared!lnder 5uper�ls�on OF REC�MMENDED BY:, ,_,_, DATE: ,,,,,,,, Inspector SEE AESCR�PnoH SHEE�'1 t"-30' � Nv.sait4 � 12-7-16 nccEpT�a par: • A �a-1043 JDHN HINE 5U8ARll SERYlC£MIE}PARTS (�N IXPA3�31�17 Date OIREC DR OF 8L1C YYORISS/CIiY ENGINEER PiA 2349B - LQT"E"LLA N0. PA Q3-657 Vert�cat �' � MARK A.FARRINGiON �RdSl01� ►4�+[D SEDil�ENT C�NTROL PLAH Dat�Cvnpletad �7 ����� �r 38114 3-31-37 R.C.£.No.44223 _��:. Sneet B of 6 NA �,4� R.G�,tJp, Explrrt revision date F{rst Revtew a.3E}-1s SeG.Revlew 1�0-iB �� - SERVI�E AND PARTS �ENTER . . . Lar� s�a e an Irrl t1 n n r tl n P n � a o � st uc � a s Prapvsed ber►eiopment Plan Areas{Site Calculations] Shee� Sched ule. Area Name uare Fonta e Genernl t�iotes LT�� Landscape P[ans Title 5heet and N�tes Grass 5�te 2�b,134 0 l. The Cvntractvr shall arrange for inspectians hy tt�e Landscupe Arr4itect ANI7 the City Planning Ai�isian at the fopvwing simes: Bfo-Retetlan G,7p1 LP^2 Planting Plan with Legend c'7 A. Instapativn af irrigation while trenchcs are apen. Sloped 34,779 -F- � 8. Installarion ofall irrigatian and pinnting pernppmved plans Proposed Planting 29,583 Ll-3 lrrigation Pfan and �alculation Tablss � 1 0+ C, Veeficati�n of proper mnintensnce and re[ease of une-yesr�ond, ExISUng PI�rlting � � 2, The Cantrac[or sha11 pmvide two copies oFan agrunomic soils report to The I..A and ka�e a�ailabte at the�rst irrigatian ins�ectian. R.O.W.Planting fi,550 L�"'4 P[anting and I rrigatian ❑etai[s and !rriga�ion Legend � '� 3. Cantraetor shell be res�onsible to carry out dctails af the Approved Lnndscnpe Maintenance Progrsm. 77�723 Tntal Landscape Area �'1�-' � 4. All required�andscape planting and imgativn shail l�e instal[ed ransisicnt wiih the Appraved ConstrtAetion P[nns and shnl]6e in n � '0 condition ncscpta6ls to the Directar of Community Devclopment.The pinnis shall be healthy nnd free of►veeds,diseAse vr pests.The V irrigation system s1�a11 be praperly constructcd nnd in goad working order, � � � Plnntin�Notes: e Ircigatian I�otes.Cantinued, � pa,p 1. Yrepare all pmpased p[anting areas per mrammendations vf 5vil Management Repart. 6. Cvntractar shal]be respvnsihle tv re�cw initial Controllcr Program settings►vith I.andsrape Architect to insure Appmpriate �j � 2. A minimum of three-inch layer of mulching shall he instnlled in shruU nnd groundcuver areas.In areas wfserr gra�ndcaver is planted imgativn schrdulc fvr plant marerials and seasonal�ondirion. � ^v�i frvm flats,mulch deptl�shn[l be no less then one and n hnif inrhes. 7, Final[ucarion aFthe Atitama�ic Controller nnd the Ba�kFluw Prtwention shall he appro�ed by thc L�nds¢ape Architeci. �j 3, Cvniracfarto includc in installation bid i�e possibility af;All plant materia]installed ta meei�e'A�riform'21 grsm p[anting tab�ets as g. Adequate]2fl vplt etectrirat senrice nt the autvmatic cvntrollcr�ocaiivn shall bc ammged and provided for by the Irrigation � � � ■ � c� 0 fo[laws;(Verify wILA} Cvntra¢tor.It ahail a[sa be the rrspvnsib'slity of the]rrigativn Contractor to make final haok-up fram the electricai ontlet to the V�ca.�.�ty Map. � � Liners�i tahlet 1 gallan�2 tablets 5 gal�on m 3 Pahlcis ]5 gallan=7 tahlets 5"�ength o!'box sixe=4 tabless rontroller. � Q 4. Pr'sor tfl crommencement oTplanting,gradc skall 6c sueh that nll landscape nreas shal�be finished graded tp mmove rpcks(greater ihan 9, A11 piping between ihe gvint vFr,onnrction and 6arkAo�v prevention sha13 be of material and insta[Iatian methods reqisired by]ocal N 3"din.)ond to insure surfnce drainnge away from huildings. codes. RaI1Ch❑ Callf�rl7la R�Ad L � 5. Rvot bamers sha21 6e installed for all tmes within 5 Feet of'}hardscupe. ]D. In eddition to pipe s�eenes shown un drawings,the lrrigativn Cuntractor shall he respvnsible Fvr the instnAation af contra]wire � � 6. A[l res�uired street trees shal[he glnnted outside of the pub[ic right-of-wny on privatc pmprrty. and pipc sleeves nf suffic'sent sizc under paved areas.AIl pr�ssure pipes,eontrol wires and nvted non-pressurelaterals instal�ed � Ynez Road -�-- '� 7, The Property Qwner shell be respansi6le fflr maintaining the landscape,inrluding ihe pu6lic right-oF way in n healthy,disease free under paving shAli 6e installed in sieer+es 2x diumeter of pipe. � � � canditian, i 1. Install all materia�s und equipment per irrigntion demils.Tef3an tape sha11 he used vn al]threaded cannectians. 8. Contraetor shall be responsihle for making familiar Al]underground�tilities,pipes and stnirtures.Cvntractor shall take saie 12, A[1 spriaklers heads shal]be instAlled so thst ihB spray is perpendici:lnr tv finish grade of the area to be irrigated. �_�5 �. � s nsi ili f r an c t incurre due to ama f xi in i ' � re h v vs d d e❑ e st s te�tems. Pa tY Y $ S I3. Irri ation Cantrnctor shall he res nsiUle to insmll in-3ine anti drain v! n w n n 'ti n r h g po a�es s arra ted by site ca ds v s a requested hy t e �9, Dv nvt wil[fully prorced wit�construction ss designed when it is abvious IhAt unknawn oUstnactions andlor grade dif£eren�cs exist lhnt Lsnds¢ope Architect ta prevent]inc drninage and snil erosion. mny not have been]rnawn during desi�m.Such conditians shAll immediately he brought ta the attentivn aFthe I.andscape Arch'stect.The 14, Irrigation Contrnctor shall f�ush all lines nnd adjust ail sprinkler heads for optimeim performanre nnd even covernge and to prevent �� Contmctor shal]assume Full responsihility for a!1 nc�essary revisions due to failure tv provide sisch notifieotion, overspray.This shafl inctude selecting the most appropriate desree of arc tv fit the existing site canditivns aad ta thrvttle the flvw l0. Cnntractor shall be resgansihle for any eoordination with seibcontraetors as required tv aecomplish planting operations, cantrol at each�alve tv obtain the vptimum opernting pressure for each system.Drip irrigntion is reqtiirer!where�rr passible. 1!. If cnnfticts arise between size of nrens and pinns,cvntractvr shnl]cvntart I.andsrapc Architect For resalution.�ailure to make such 15. Overhead spray irrigntian is not allawed within 24"of a nan-permeahle surf'ace, . (� p, ront7icts knv�sm to thr I.andscupe Are6itect shall resUlt in the Cantracta�s heing]iable to relacate the materiais at nq addirivnal cost tv ]b. Lveate bAal.�'fvw prrventian devices iRranspicuously per direction oFl.nndscape Archisect and cover►vith twa(2}cuats flnt 61ack W � the Qwner. paint. � � o• 32, Final]acativn vf all plant matrrial shall be subject to the uppraval of the Laadscape Architest. 17. Any substiturions af cquipment spesificd must he appro�ed in writing by tlie Landscape ArchitrCt.Faiiure tp make any Sl�e � Q ('� [3. No siaking is proposed Far se[Fstubi�izing trees as determ'snesi by Landseape Architect,vtherwise sce detai!sheet 1.-4. Planting pit to be subsritution know to the Londsca�e Architect shall result in tlie Imgation Contracto�b�ing]iahle to provide the item speeified at � no lArgesthan 50%pf the p�ant root ba][dimension, Backfill to�e existing site soi!blended with Appmved muleh. no additiana]eost to the Owner. � j� � � l4, A11 plant material shall�e suhject ta appra�al hy the I.andscupe Architect prior to installation. f 8. F�ush atl[ines priortv sprinkler head installation. LJ l5. Al�plant material shall be of suitahle yuality as determined by the Lnnds�upe Arehitect.Material Faund unsuitahle for the design intent �9, The Imgati�n Cvntractor shall nodfy the Landscape Arrhiteet u miRimum of 48 hours priarta commeneement of woric to � � u" � will be rejected and removed from site at discretiqn Qf LA, eoordinate ro'ect ins ecHon seHedides.Fni[iire to rv�ide LA,with ade uetc nutificutivn wil!result in the irri erivn Cuntractqr � . � � � i5. Any substitutia�oFplant maicrial shall be apgro�ed hy fhc Landscage Architect. Ucing]iaUle for hourly billing time oFthe Landscapc Arcliitect. ry s Pro�ect Team. (¢_} ,� 17. A!l tree tninks sha[1 be 1ocAted n minimum of six[6}£eet from ull propert}-boundaries,easements und vther trees within the pro3ect. 2p, ]rrigation Tnstallasion Contra�tor shn][pm�ide guarnnt��cs nvrma]ta the trade uf pna yeorfur el!parts nnd insta][ation from the � � � � Trees and shrubs shall be pla�ed a minimum af 5'pway Frnm►vater meter,gas meter,or sewer laterals;n minimum of 1D'away From dafe af final inspcction acceptance at no eost to the Owner, p4}+IyER LANDSCAAEARCHfTEC7' utility poles;and a m'snimum aF8'awny from fire hydrnnts and fire depnrtment sprinkter snd stnndpipe cannec6ons, 2I, Field sd'ast all s rin[clers t�oliminate overs ra anto s'sdc�va1ks or driveti+•a s. w O.r � � P P y y JHCHRlVERS![]E LAND Ca��fFANYLLC K1tfZ4NAStiaCfATE5 U C I8. Contrnetor sh�ll provide re�laeement pinnt mnteriol£or plantings that fail during the cours�af the one(3}yearguarantce period. 22. The Imgation Cantrnctor sholl arrange far inspections by the Landssape Arct�itect at the fo]Ivwing times during the catirse of thc �p�pHNH1NE l819 GRANIT'E flfLLS,CA 930l9 � � � t 4. ¢�nntities shv►m on[rgend and[abels are inrludcd merely as a convcaienee for Contraetor,Landsrepe Contsa�tvr is responsib[e tv work: A. Inspectian oF inain]ine installation. 15A5 CAI14ftY0 DEL RlD SDt1TN Gi9,Si 7-2885 � 2 � provide quantity of plAnt materia[shown by sym6ol to fulFill design intent as dctermined by Laadscspe Arehitect. Ei, Inspection oFvalves and hackflow prevention devices. 619•347-47i1 emaif;John�a;KriranAssaciates.rnm = Z � � Za. Contra�torshall narify Landscape Architect 48 hpurs privr tv commen�ement nFwork tv coordinAte project insprctian scherIules. C. Review of Contraller program setrings 619-397-6268[FAX} w p 2i. The I.andscape Contra�tor sha11 urrnnge for insgectians Uy the Lnndscape Arehitect nt the foZlvwing dmes during the rourse af wark: D, Review of sprinkier�overage Q � }, A.Inspcction of ureas forplanting and preparatian for pinnring. E. Comgletion vf insta][ation of irrigation system to reseive ap�srovaf and asceptance From Landscepe Architect. ARCFff7'L4'CT CfYfL L�NGINEER B.Appro�a]af all plant materisls. PETER S N�LL ARCHfTEC7 Al�41t!{A.f'ARRlNGTDN,PC w Q � C.When trces and shruhs are spattcd in plare For planting prior ta plant hole exeavadon. 1lSi4 AARiCff(/RSTSQUARE, FARRINGTDiVFNGINL�ERfNG Ca,Y5U[.TAM'7S,lNC. � � D.Completion oFlundscape insta][ntian. S,4ND1�'Gfl CA,9113U !1679 VfA�'112UL n � � E.Cvmpietivn o£maintrnance period. 858-735-590! SAN[]lEGO,CA 9?12&4539 V � ❑ C ?2. Landscepe Cvntrnctflr shalt pmvidc mainsenance,to the satisfsstion of tHe Lsndscape Architrct,Fvr 13�days ai�er instal[atian as Sj8'a�5'949Q """"] (�/ � � � U detern�ined hy the Landsenpe Architect. cm�i1;MFARRINIQSAN.RR.COM w � 23epaks shall he plaeed a minimum of 2p'From uil tsecs and alt pA�ing shnll be kept out of the drip Iine vf the tree (� �, rri ation Nates e dC�i'e o�.ss-is � 1, The irrigation system ahown is intendetf tv 6e u patahle wnter system per requirements oFRancha Culifornia Wuter I]istriet. N�T FOR C�NSTRUCTIDN drpwn PSH 0 2. The icrigation system shown is dingrnmma6c.All piping,�alves etc,shown►vithirt vutside areas is fordrn►ring rlarifivation vnly This plans have�eer�printed priar t� checked N and ec�uipment shall he installed within planting areas►vherevcr possihle.Avvid car�Flicts berivicen sprinkler system asid planting. �. Systen�has becn designsd to a site wnter pressurc oF I22.5�P5I at 1D22'af elcwation as verified with RCWI3 an Scpiembrr27, �ina�approvals ar�d ar�sub�ecE � �d!6.Prior to nny canstruetian the Cnntractur shall:1}verify lvcativn of existing w�ter serri��2)pvint of cvnnection and 3) T�C HAHG E f ab JN SVbov SeMca Center � exisring wnter pressure.The Contractvr shall test a�ailable pressure and veriFy resuits with Landscage Architect.Tnstailation ond 5118@f fItIB � u��i set-pressure for the pressum regulstar de►�ice shnll be eaordinateri with L�ndsoape Architect as appmpriate for ihe site gressure- Q � 'Ch�maximum circuit Sow demands show�on t&e irrigation plans wiihin the eprrespanding hexagvn helow the approgriate�al�e � �'1t18 S�lE'�t�RCl Z o s;ze and circ«it reFerenec. Iohn na❑id Q 4, lt shall 6e the responsibility aFthe Trrigation Contraetorm hecome familiar with all grade dif�eren¢es,lo�atians vFwatls,retaining I.e�al Description: KRIZAN m �Ot�S .� �•� walls etc.Irrigatian Cantraetar sha2l soordinate►rish ail viher subrontractors for the lvcatian and the installerion oFpipe slee�es A�SS�CIA�'ES v�, � tE�rough walls,undcr drivcways,paving ete. Lanascafse Archuectum aw"*`"'%�, se [] � Assessur's Parcel No.: 921-73Q-046 Plannin and[Irhan Desi }�+•��� U 5. Dv nvt►vi[Ifully insfa]I the sgrinkler system as shown an the drawings when it is ob�ious in�[se field that obstructions,grnde 8 5n J �,��„a„o'} �, sheet ,r,,, diflarenses or difFeren�es in area dimensians exist that mip,ht nat ha�e been known during the design phasc.Such obstructivns or Planning ApglisatiDn No.: PA 15-l OD3 614.517.2885 voire � �j C � dif#'erences should be brought tv tke attenrivn of the]andscupe Architect prior to any Instatlativn vf the system as otherthan shawn ]ohnaKrizariAssoriates.com e-mail ,� .e.�.. ' T T � �i a ,y.,..�... � � an pinns.In the e�ent this nvtification is nvt perFormcd,the]rrigaNan Contrnctor shAl]assuma fu]I respvnsibiEity Fvr the cvst vf Sifa Address: 1829 Gra.nitc Mi11s Dri�e yf6 or c�L�4°« a, i J � � Q any rer�isinns necessary. 42474 I]LR Dzive Grnnite Hills,CA 92DI9 N � Ca[ifvrnia License#2326 U Of PLOT OATE: 09-3o-16 APN#92�-7'30-D4B PA# '[5-��D3 �,���k� - __ -� ,� . � �,� ` , ,��_�___..._�±_.�^— __---���'' �`i�i;;+�+ �w,. _�'. �1��- ;������=`-�����',- ,'rf -, { �--- . ___ revisian date 1 � � � �- ti � �` � � � y� _� �-�---�--- r'� ii��i I r __ _... +s-... --- �r i i'� � �s t �� \', i` ` -- i �� 3�� r c�-- - --- r=• `� `�����r i �� _ �+f` -'�. �'`■ ��� Q Ffrst Revfew 9-3�-16 � � ` � I� -� ti ti f �� h h .h.-� h��li��ti r- -Y- * - ---� - - � / w �,i e 5ee.Revisw 1-3Q-�S I�I 1 ,yl � �''ri =.r r � hi- - - � �� S'l� �1 • h ��� ii�i<< r _y '�tlit � � :�h< [� ,�f • ' - - - - - - - - - - - v,, f h -2a - h �i ��� -- i ' �L� � i f h �+ F �����i��t __� �� ,; � � ,, h . _ b 11 hi f.. h' � h �3 ,,,� h r� '�ti: -� - � � +E�l� • � { J� � �` h =- ,�' ����� - - - II3 I _ - 1 1� � ��� k+7f f �7�7 =_____ _ _ __ - - - _ - }l� h � r \J �y • � ~ry _ �1��� ���-^��� 1 � ti ► h '� r „ � -______ _ - - 1 f L 1 / ti 1 � � !7� � 11♦ `-y���._y__-�7I r � �� � ��y • `• �. _.� ` `_��� � +�r�rE� E �ti`���_�=-�__� �i� r� � ��� __ - fEVl510f1 date �� �� ,'� �� i �- -_`____�--�_==� _-_-••---�3:�� �1 sii+i i r=� .."'1I�;'�s.s-���-���y_'���'_��•, ��f+ `�, i _-, ��� � Fifst RBview 9-36-'i6 � � �♦ l 1 �" i t t � �I ����- _ _ r .� !I f��J �v� �■ � i� < < _� � � �r - - - `-� .. ti ` � � � � R �" 9 �" 1 r � y i-�------ -�-�^- � [r I I 1 _�� I � 4 � � � _ L � _..._ � � � i � J r.__' ` 7�� ^���.r- Y J � 1 4 � jmn 'i.0 7.G�m f/ �_ _���=�_ - ^� -�=��_._ -- ` .�«�...�..�_ - _ � J ��..� � e � , - - - «.�.. ...� ��•�..._. .�... � �- «..... .�. -- _ - r`" .' _ - - - - _ Y• - f ♦`'1 � � ��_ -- - -'�' ---- --�-��-'-M_-- _ - - �i� �-�- n'=- -- - _ _ � 1 �1 � �i 1 l r-� ���79`7�_ ^p"_-�•-.-... _ _-4-���_~"�. ��� ��. - - '1 ._� 2.__ ���� �\1 � `���� � ! 1 153emiite �r - ���'�=�'=-� - - - - - -�.�." _ "_�' i��-����_� -_-- ____ - -_ _- __ �i�'_�'� _ �_ - � � _ � -��==�~�� _ - _ � _ _-�-= --=-�- :�, -__ - =� T _ - ��.. �-� . ^` ,i _ _ __ ' 1 ,� � � _j �.�.^ ~2~���-�n`=� _ � ~ -- _=¢=�Y_ �=t��.��'�_^_-� _ � _ _ ~� 2� , ���t �. � � - � � Y ~f���.. 'r�_�� Y'Y- � ~�J _ - - - - �■ �1 _ � ,� � � _yr-��J � �-1�="Q.��~ � - � - �Q�==�r ��u+s-.�_ __ ----_ - _ _ • _O^__ti - - ---�.�- -\__ '�.`ii11 ti ��� ����r - � •-• �,� � S _ - _ q - rr�� �7� r�}-'" 8w_^�Q^� 2 - � _ :��. revision �dai� � PRe�,�uurnmru Ff�st t�evieW 9�30-16 � e� ' � . __ � 7 � � 2 8 i � 2 - 9 � 8 3 9 � � 4 �Q 9 2 3 4 5 _ , � 9 � I I'. 3 — g —� x �� �. I� 4 5 -- � so ' �-"� mm � I g � " 3 1 ❑FItJI3H GRA�E � 2 OLACiGCOI]PLtN6 Y14LV� 5 —`' 8 �II_..� Y� 7 �rna���e eaor mnt:•w�r 6 `� — � 4 iwo�•�e�r ouner � � �i $ 5 IJpS'VALYE 90X YYSTH CAVEft: 7 3 ��.�¢� �lOTES: t t 9 �htiN 3 4�x cu.Fr.renc�nvE� NOTES: � tHCtIIPEME01l1MGRAQE&4RKMUtCH � µ�EHGEGOnCl1FILL TE • � �•}r�s 4 Y OEPfH AT SHRI163 RHO 7 f!2'�EPTH pER SPECIFICATIONB, rJ PYC SCH iGfJIPPLE•I' � SYPICAL PLANT 1dATER W.• VNDER GROiiHDCDYER8 FitOM FNTS 5 �(�@H6TF{AS REOLNftE�y 0 S@E AUNTIH3 PLAH � Bu�E�E T��4 OH�HCISiURBEQ NEEP MIILCH S'AWAY FROM BASE OF � TyplCµpyp,CEGN UltOC3TUFiBEO 1� OOMPACT BACKFILL TD C� ��TAGE CONTRdI. � �pyC Spi4G8TftEET ELL-1' � TREEe S OAL.AH6 SMALiER 6'AWAY SU9GRADE � �Jryry�y,�y 7yg�ryp�q�; � APPRRXINWI'E C�MPACTION QF WERES,BllNDLE AT i�FT.D.C, � KEEPCf{LiYYN 1'AB�YE FINISH CWVLE FROM 9I�.9E OF TREES 1S GhL AHO TGPCF MUICH LOOGE P�LE STPHE[SEE PLRHTIPtO SPECIFIG1710N95 �H&RQ TS'�+[2 SHOYirH.BPOSS7%.E) $IjRfZQIJFlp�NG C3RApE TO FL4F2O WIR�AT C�NTR�ER. �}� �y � 507UL_ft.D�7 641L GUWIETER(12'MIN. IRFtDER. � pLpCE AT OIJTS]�E Epp$pF RppT 9A4L TOP QF 8iqk[E � PREVENT�EPRESSION 7 F�R unER9) FINISH GR/VOE �BRICK SU�PDRTS Gq 0+ � FIH19H GRAOE ❑ AqRIFCRM I1 aRAM PL+SHT FFRTIULER SHILLL NbT E7CTEHG IHTtiCROWH OF TREE. � Y.'�ISTRfeV1iOH 7LI91kG; ,qF'qER g�1TJ,JNC�, fi� 3'1N16E REC.ID.TAPE � ? RNH BIRO%O TLIBiNCi{LEHGTH 4'MA%,] � TEMPORARY WATER BPi$iN 1'XT PER 6PECIFIG57OH3: T PVC BCH a0 N[PPIE(I,$HGT}iAS RE4l11RE�J '� �PyC 3CH 40 8TREET EC4t' /'�� O AGRIFOAM 71 GRM1 PLAHT FERTILILER LfttER9+1 iRBLET B�K p�nC CIHCH 71E9 Wi7H OHE �2 SFi�WN,6 P0551BLE} � PER 6PEC1FlGTIOtJS: ���H,Z r�g�� � 'i'SM1AS7 WULEQ7d 9TAlCEJ W WLYIN�Ed g pvC SCri a0 TEE dt ELL � FINISHE�PAViN6 S�RFACE L�! •E LIHERS�1 TfVBLET � FPlCtVGElAEGI17M GRAGE HARIC M�1LCH S GPJ.LGN�3 TABLETS R�FIH4 NAIL WRAP LOOSELY 7D TREE � SU6TEftRANFJ4N EMETTER 8Q7C:RR]H 81RO SEB 77{B �PVC SCH 10 +� ❑ 3'OEPTN AT SHRt1H3 ANp 1 11$'�EPTN PVC UTER/4L qPE TEE OR ELL X S' ■�� ;� S�RtiOH•S TA6 ETS �HDER GRWHDCGVERS FROArt iU173 p-LEkO H OF BQ%81ZE•4 TABLESS g C6N7TNN��S�PlAH FOR � � � SS f7ALLCN�T7A0LET8 1[EEP M11LCH 9'A4VAY FROi1&49E � ML1LT1�OLfTI.ET7fEPo�8U6 3� NON-PRESSURE LA7EFyAl.LINE. SO PYG AWNLINE PIPE � AL pF S HRU BS 5 Gql„RH 0 87�44LLEA U B'LEN6TH OF Bp7C SRE*4 TA64E78 � VJATER 9ASIH 6'HEIC3HT. �D KEEPCRDWH 1"-YABOVE FIHISH CR40E � RMEHpEp 6ACKF14L PER p4Ap71NG HO7E3, ❑ 4� PRE55URE MWN LlN�. 11 PVC SCH a0 EL45' � � � FIHISH ORA�E. '�j 2XCOFiTRIHER 8�E '"' s �� �o s s � o 0 HDTE:(MAC3IHARY LIHE BETYYEEN STAKE$RHpTREE SHAL4 HE PARALLEI TG PREYpI41HG YViNO DIRECIIpH, A �IANTING❑�7AIL � TRE�Pi..ANTING C M�1LT1-UUTL�T X�Ri-BllG �MITTER F, TRENCHING � QllICK COl]PLiNG VALVE O m�p — ---- � N.T.S, e N.T.S. e N.T.S. N.T.S. � N.T.S. � uo � or� � � L� � e.� 7 3 8 2 L � � 5 �'1 3 d � �� � � Se�P3an fvr�adrg X � �� � $ W � I].. 1 5 T �; 7 � 12 � � � 2 s � �} p 4 s � �1— — - 1 2 �� __= 1 10 12 14 18 13 i5 � �i RAiNGAl1GE-k[Ol1NT TOMETAI. CA9INET 2 3 � � � � 3f4SNCH SCN AD RISER EX'PEhlSION 2 �P,C.BLIB84ER:FMJNTEft PC1450 � � � 5 (FIPT X kI1PTy SECVREO T�MEZAL � U--� � CR81AlET WI71i 8CH 4Q NUl' � � PYC 7EE GR CLL 3 �PlAN7MA7ERWL pER PCkN � I—' O+ 3 5 vsE�iRww�c.a�sPE�s� 3n YNRE CONNECTED TO CflNTRDE.LER FlHISH[3R/VCEffOP GF MVLCN �/ � ¢ M 1 PLANT•SEE l.R2 FCR P[ANf1Nd hHTER4IL 3 '�4 PYC NWNLINE•6E@ IRIEGRTION � L..�.. y� � 2 ir CGSMETER LOOP � SPFC'S F�Fi%PE DEPS'H 1 `� �.�..� Z 'li+ �RREA TD BE CGYERE�•SEE LAa FOR PIANTING � METAi CABINET OR SLIPAORT-VERIFY Y41T3i LJL � �7I��lCN PVC SCH aOt�EPPLE � � LOCJI'[1bN � REMQTE CONIROLYRLYE 1 S PYC l.RTEiiI�L•SEE 1RIi1CATIWJ s �E�VGTHRS REQL]iREO] � ^ L� ' 4 SN7NC'.ASSEMBLY• SPECB FOit PoPE PEPSH o 0 � 3❑ALAtdr CEMER UNE PLAN Y1Eri � FltVISH GRA�EfiCP CF MyLCH � RAIN 91Rd h10CELSA 606�0 q� YAWES-S�E IRF1CAilON SPECS. T 4 �WC tATERRLRIPE � � J � n RA[N SH EJT-O FF � PDPa1P SPFNY SPPoFIX4ER BG�I' 5� �vc scH arE�o�eu F�RBDX SOP HEICIi� t2 n�enaEowc r+w.�ne�vr�R o a 0 5�,��o�E�. � ~ U .a TRIANGUlAR SPACING P[.Rrl71NG __ _ 5[] r�csHc�wae ta N,rosxss�r,.eouma�, � �/ _ V 3 P4fCLATERALPIPE-SEEPWJ � N.T.S. ❑ Fva srz�nNa�.vc�nvK 8� wo ruaai.e 1a x cu.Fr.r�cw+vFr.tx cerrH nuru �N06�RAINPtPE SETYEftTICAL Q � � � N.T.S. � WCS�SEI.L �S BRICKVALVE607CSVPPORi3 riTTHA'iWUMCRA7E W � * U � �- -- - --... _.__ . � mRe oora�crazs 16 Tr+R�orvc seH.an srivRr Hi� � � W L� 'lrrigadon l.egend � �- �rr,� nuf►ewrir�rn,��� �eaerpSion Remerks o�r:r: u POP-UP SPRAY SPRI�IK�ER f REIUIQTE CONTRQL VALVE I FLQDD BUgBL�R Q7Ft�E DETAIL = Z � � , o Ro}nWrd .7�7�OS8 hSuItE�Outicl7feri�Buq�m�ltct �q.5 GAH perwSlel,bcats as nccn�ary E 1 1 l V ¢ [l! � P.C.BuLbteilnst+fkd In 3Z�.x 4-da.PcrkxalM ' Q N.T.S. N.T.S. � N.T.S. � � '� Z Hunler PCH� draE�s lina at t+res•Sst rerdeal•Typkal•hstatl�2} �1S70psi wr.56 ppm d w � _ ' ' ��rTree _ (� ❑ � d Nv�iler AaP�30GC•90 Guanrr C'rele Rolator 5prfaklerHoufe .R•22 ta 30'�40¢sE w'p.86 qpm � � 5 Nunlcr htP�rJ00-1B8 Ftyf Girek RBytar Sp�inkler Hvztle R��2 W 37�4D psF w�1.82 ypm 7 2 3 4 � � -'� C �J ❑ 0 5 }1unlcr �MP•7�0-_1a ��w Thl�ds Cinlc Ro�atar Sprinhkr Kaztie R=22 k 3D'@d4 psl yd2.12 ppm �f � U 7 Hunler NIP-300U-27d ihne Oi::rferGrele Relator S?i�ik[rr�Eoxzf► R•22 ta 3Q'�Ep Pa}wt2.73 QPd+ � �y, � 8 Hunler hSP�-3B0 Fua Cie�Ie Ra�tor Sprinkkr No:z�r R=�m��_����.�,��, N�T F�R C�NSTR U CT I�N w � ; � RaE�hkA :1E�8-50.65 6"pop-upipr[nf��er6vdy 'Withmartn IexJdnl H � 5 C� � Q Rain6frd 'AA$5 5prlqkter6ady on 3xed nser i3rey5�h 80 PVC.�r�M� � � This plans hav�beerr printeti privr to final appravals and are su6ject Lasso Class 2DEl Npn�prcssur�ed Yrip�Sds Later�l �A+s�a11 f2"prlvri�rdde F - — 'rQ CHANrj� �+•+�+ Laieu �Cdass 515 �Pressudxcd IMQaSon MafnSer tnsE�ll 18'Eelosvpradg F , T _ � . C�pf@ w-25-1a � ��� Lasse Schedifk 38 Selowpawinp ehase pipe,�pipr du. �Inst�fl]8'bebw prads F r � H PYC PVC BaA�atre•�iie sixe Eeloav prade p�spA In PW tic Valw Box � drawn PSN � , �q H��s�� ;�c-coa-��,�,c,w-aoo�12 SIalkn Autanade Caetralier NstaO Per Manulfeturer-I�staq!n uGi4y B �hecfced � room beaCon per pts� . Rai�bGd 'kCL100��tONS Qd k+i:tlo�4ontrol Panr Ki! In6W[Pee�1an�S7cW�ee tn bafow qrade �a,.S', 8 C� . � p 0 ���lHSWaru Senrice Center �dSl{C W11!hOx I�SL71 P!r 14SululiClrJ1�lf ifl hllnNr pr�d! � UI�SIZE YYYE STRHNER � BRA3Sl�dPPLE lT'PiCJLL7- � w�n�,a �Fs.r.� Er�c�c�trmoie cw,s�a v�,r i sheet titZe y l] ,y[iStiC r7h!LOx R£DNCFAPRESSUREBACItFLOY'f d � . • . . � DEVICE WITH Nr0{IJ YRLVES.REFERTD B❑ I CUfi'.CONI'.RETE'fHRUST � � Ralnbfrd RSGCE% SdA stak Rain Shus�o.Cetif ee InsuA Per Man�i�cwKranC OHai D irewr3�noH tEaENo. ���'�.w�a Jaltn Da�id � � r�F,j Febeo 825YA T'RlduCld Aie33ure BackLow Pra+ers5er lr+sla4 per VCWd li �� e��s w+o�r�P� Q D�t�l l5 Sh��t Z � � � Nunier l'tar+ss 4uiek Cvupkr 1ns1aA Per Afanui�;tumr anC GHaa � �3 �EY�CE YYITH Nf0(tJ Y1LLYE8,��x ra ����T��%P�R KRIZAN � .. Q ' �.. . ..'....._. ' . , .Requested L4aterMeter .. :Ix"wal,s m.kr w�7'„rrlcr IRnICAs�on�tEaetJa SH�RAGE. �n*�'Vary,y m � - •.. � � Landscape Architecturc o �, � {� ' � Plunning and Urhan Design � o.�+m:, h � � aRass eLL�rrPM.4t�. L�cereel�n. yt �� 8� wcaw�►,aa��. b19.5t7,2885voice � sheet 1vhn�I�r':xanAssveiates.eom e-mail ,�f � . � C � REDLICED PRESSUR� � BACK�L�W PR�V�iVT�R ~f �V" l$29 Granite Hi]!s Drive °r�„L�9 a Csrunite Hills,CA 92D19 � � � L� q. � Q � Ca]iFvmia License#2326 � o N.T.S. � of � U PLDT DATE: 09�-1 d APN#92'1-?30-�45 PA# 15-'lQD3 `lVater Quality Management Plan�jIITQ,MP] Jahn Hine Suharu Ser�ice and Parts Center ���� Appendix 3: Soils InfarmatEon Geatechnical Study onaf a�her lnflltration Testing Data r.---,, ` J��.-- --, �.J _ '�eD-Env�ronmen#al. �C1C. � I.cg��a1 Geofie�hnical Consul�ants �� . •----�pri1 S, �0�5 Pro,Je�t �Io. G]����6�i--�1 M�. Jim Cappado�ia J�"'�'H�1'l��'1��'.IDE LA.11�D �'4. ��C 25847 Bellemore Dri�� Ramana, California 92QG5 Suh�je��: Prelrrtrrf�a�,�Ir��llx•atrorx �'ea7i��g,f'or tlte Urtsite,S�a�'»r Wcxte��n�l�trat�a�t S,�sterar of tlt�Proposed �lairx�ertarrce and Terrrpnrary PQrkr��g�dditions at Jol�rr f�rr�e Subc�ru nf�'e�rrecula,'Located at �2n�4.DLR Dri�e, Crt,� of Ter��ecula,Ri�►erside C'oun#�, Califorltrcr. �efer��rce.�: Lirrtited Ge��eelrr�ic�ul�m�estigatr�r�,far 1h�11�lain�i�rruizce a�zd Terri�orar,y Purkirrgl4clditinrrs ul Jolrrr Hit�ca Subar-u �f Tc�naeculu, L��°atecl ut �l�QT4 DLR Drr���, Cit-� Uf�c.�ntc��uru, �4iversic�t� Cnt�nty, C�rlifnrtrla, dat�d�I�Iurclt 1�, ��1.�5, Project�n. GJ4-1�b6-�(�. �ity o�'Temec�ula Dc�pa��lrr�el7t nf Puhtic�3'�nr•k�, T'enr�al•ury Fur kin��uyvut Stuc�y�35n Cu�s,S`lrec�t 1 a,��l. Scure: � "-3U', 1�Iaj•elt 1'�'�', �f�15. l.� �IV7'R�DU�'TlQ�1�' ;-.. r �, ,}GC Cea-En�ironmenfal, Inc, (LGC) is p�eas�d to present this prelirninary inf�Ifration testin�; repflrt fo�r the proposed on-site starm water infiltration system far the prap�sed temp4r�ry parkin�additian to.�ohn�ine Subaru af Temecula,�ocated at 4�D74 DL1R.Drri�e,in fhe City ofTemecula,Ri��rside County,�alifornia. The purpase ofour study was t� determine the �ertical infiltration rates and physicaY characteristi�s af the subsu�rface sails existinb within the subject property, whic� is specYfi� to #he p�•oject ciuil engineer's design of the proposed Qn-site starm water x-unaff�nfaltration l�asin. Based on review of#he referenced 3�-s�ale"Temparary Farking Layout Study-35D Cars''drawin�, rn�iltration appears ta be pr�p�sed within either an existin�de��ntion basin �oca�t�d in fhe bat�am- center partian of�he praject site, a�r in a �rassy swaIe alon�side DLR Dri��e, to handle the onsit� sheet�low from water within the surr�unding areas and associated raadways. 2.4 .PRaPE�TYLpC�lTI�]N,S�iN�D�SCRIp�'I4� The temporary parking site is located ax 4�07�DLR Drive,in�he City af Temecura, Riversid�County,�alifarnia. The site is roughly trap�zai�al in shape. The site is b�unded vn nor-th,west and south by I]LR I�riv�and tfl th�east by the e�isting John Hine Mazda and Subaru vehicle dealership. The genera] lacation af the�ite is shawn on the Site Lacati�n Map �Fi�ure I]. T��e topagraphy of th�s�te is relatively flat with�:I (hvri�ontal.ver��cal �h.v]}f�ll s�vpes�o the north and east. There is alsa an ex�stin�detention basin �ocated �n the stiuthw�st side afthe site. Draina��appears tv fl�w to the sauth and southwes�with ele�atians ran�ing firom appraxii7yately 1�3b.�feet abo�emean sea Ie��� �m�I}�� ���5.�in the existin�detentivn basin. �� 27570 Cammerce Center Dr.,#1�8 E Temecul4, Catif�rn�a� 9�590 � {951)�97-24�U■ F�x�95T� 719-2998 �� �.f� �� The site is currea��ly a previ�usly�;raded pad vvith 2:I {h:v�fill slopes tn t�ie north and east.There i�a li�;ht�overin�; f--�sca#tered bushes, valunYeer�egetation, erasion ��ntro� sandbags and some trash andlor debris. � � 3.n P.�R4P�SED C�.NS7'1��I�'T'ID�Y �3as�d on review afthe referenced 3D-scale"Teinporary Parkin�Layout Stut�y 35�Cars''drawin�and th�ref�ren�ed Preliini�a�y Geat��hnical Zn�estiga�ian repart,the proposed development consists of a�emporary maintenarice and parking lot that�vi��c�nsist Qf approximately 35U cacs,and a storm wat�r d�tentian or retention basin in the form of a grassylearthen swale, �.� SiTJ�BS'U.R�'�CE�XP�aR�TIU1V: I�F'��T`R.9 7'I�N��R����T'I��TESTIII�G �.1 �uhs�ur acp.Ex lnratiorr Prior to �he su�surface wQrk, an undergraund u�i�ities clea�rance was abtained frem �nde��round �ervice Alert af Saufhem Galifornia. At th�cancIusion of th�subsurfa�e explaration,alI the test pits were backfil�ed with existin�i1i aterials with some campa�tive effvrt. Minor se�leinent af the backf�ll soils anay occur vu�r time. The approxima�e lacatr�ns of the infiltration#es�s are shvwn�n th�a�tached Infiltration Trench Loca�ivn Map �Pxate 1}. �2 �r��ltratiart Te�'fitt� �n IVlar�h�4,2�15,eight(8}in�iltratinn test firen�hes wer�excavated in the desired lvcatians ar�d dep�hs.The �� � mett�od utilized for deteniYininb the infiltration rat�s at the John Hine Subaru pro,ject si�e included the us�vf a � tra�tar mounted backhoe t❑ excavate ei�h� t8} test tren�hes. The trenches wer� lacated at the required locatians and depths and are labeled P-I tl�ru P-8.A 1�-inch p�askic Iiner with a f��inch diameter was pIa�ed u�ithin the exca�ated 8�inch diameter hole with apprvximate�y 2-incl�es of a/-inch diamete�-�ravel pla��d beneath the]iner. Clean wa�er was�illed to a depth of�D inches within ea�h Iiner a�each test�ocation, From a fix�d test pv�nx of 1� inches inside❑f th�liner,the drop in water level was th�n measured and recarded at intenraXs o�er a period of d hours or until the rate was within a�i�e percent�aria�ian for afi least�cvnsecutive readings. The infiltration testin�;results usin�a rec�uctio�� fact4r of 2.81 to 3.38 ofthe actua�field test ra�es were utiii�ed as per the�'orche�M.ethod.7'he r�sults of ea�h percolation test trench are presented in Table l of Sectian 5.3. The lacatians of the tests are shown�n t�z�at�ached Infi�ltrativn Trench Lvcation Map�F1ate I}. Tl�e infiltratian test da�a sheets are presented in Appen�ix A. 5.Q �'�lYDf1YGS S..I EQrtTx�lateY ials Based on �ur r�view af the referenced �;eotechni�al repor�by LGC, field mapping,and �he percala�ion test trenches eonducted at �he site, it is our opinion that the site is prirnarily unde�rlain by previvu�Iy plaGed engineered corixpacted artificia� �i11 which ouerlies bedrock vf�uaternar�►Pauba Sa.rzds�aneor�gin. A general des�ription of the soil inaterials previously and curr�ntly abserwed an the site a.�e pro�ided in the follawing paragraphs.A���are c�etailed descrxption af the existin�earth materials can be found in the ref�renced�.i�nited t� �} Geotechni�al �nves#ig�tion repart, b�LGC, dated March �2, �415. �__� P�'ojc����N��. G�4-I�c5�-�l .�'ugc�2 �[p�•ri�, ?U�IS � �� �J En ineered Com acted �rtificial Fil� Afc �` A mixture af gre�iously placed �ngineered compaeted arti�icial fi�ls appears tv be present on the surf'a��af �• ._� the site. The appr�ximate dept��af these materials,where explored,ranged frorn appraximately��feet ta 35 feet,depending on sur#'ac�eleuatians. The�ompact�d artifieial fills are predoininately comprised�enerally c�f sand,silty sand,and��ayey sand with some sand�+si2�,which wer��ariaus shades of o�ive,brown,oran�e and tan, dry ta m�ist and medium dense to very dense. The sandier areas were alsa ��cal1� fria�Ie. An vlder previously p�aced engineered filf contact�as abserved within baring B-1 at a depth Qf app�roximately 15 fee� and is cha�acterized �y increased oxidatiQn staining and some clays. C�uaternary Pauha Sandston_e_�Qps} This bedrock unit cansists predominafely of ligh� brown to oran�;e, fine-ta coarse-�rained sands�ane and clayey sands#flne with interbeds af clayey siltstone and sandy silts��ne. The unit is genera]l}� mas�i�ely- bedded, dry to maist and hard to very hard. 5.� �rou�rdwater Groundwater was encauntared durin��he p�eviously cvnducted subsu�r-fa�e investiga�ion a�appraximafely49.0 feet below the existing surfa�e of baring B�1,�s d�scrib�in the r�feren�ed L�naited Geotechnxcal xn�estigatian repart,dated Ma�rch 12, ��15. 5.3 I�x�ltt�a�ra�r Te�trrr��esults The Inf�tration tes#ing rates f4r design�ansiderations far the areas#esked are pre5ented in the follvwing tahles: ��`{ T�b�e �. � PQr�oIation Test Treach Su�rtmar� �-_ _� �'���' ��`T� �',I.�.�.�D:P.�R�'�.l���'�'��1r' .��1�'.F�L T.R��"�'�N .�1��. D�,��`�' �[�°L �A�`�* _ {�eet� .��I�.R ��f� .��C��'�1#�''�i�� P-1 4.4 I.�5 3.18 �.4 ; P�� 4.0 U.54 1.�7 0.� P�3 �.4 a.25 �.b4 U.1 P-� �.� 3.75 9.53 �.2 P-5 I�.� 1.25 3.1 S 0.4 � P�G 5.0 1.UD 2.54 U.3 P-? 1 U.0 n.fln O.UD D.��** P-8 5.Q U.54 ].�7 �,� *Desi�rr ,Rafe brxseat r�po�r r�tilizi�rag#Ire Por�he#Met�od �*�[�'ter tlr���:�ire�1'znur�o,�'infritratio�� testirr�, �Ire rnrtia�w�ter•level I�ad rtn�clia��ge�'. N'ater was rrated to seep nr�tward from the pe�col�tr�rx test hale 2'o�a�ran �.� C�IIVCL�]S�'(��VS��Y.D 1�L'C�1�i1tilE'11r�AT1�11�'�' Infr�#ration testing for the propased maintenan�e and temporary pa�kin�additions ind�cated field ra#es�arie�greatly, ,� __as presented above in Tahle I i�a Se�tian 5.3. This broad range of�arian�e is cnntributed to the varying soil �mposition iv�ally. Test french P-'� was observed to haue no percola�ion throughou� the test�ng. T1�erefva�e, �.:� . infiltra�ion should�e reconsidered uri�hin tl�is area..The infiltrati�n Pvrche#Methad desi�n ra�e ranges fron�4.�7 fio �ro,ject Nr�. G14-I�66-�1 Pug�3 �tpri!�, 2(1I5 :� I�J� � I.�� ineI�eslhaur. In conc�usian, based on t�x� da�a presented in this repvr� and the refei-�nc�d be�te�hnical ._...��estigatinn, in addition to the f e�d infiltration testin�;infarmation a�cumulat�ed,it is the�ud�nen#of L��that the � �roundwater should�aat be pr�sent within the cut-renf allowable limit af 10 feet of th�depth af�nfiltration testin�se� foz��� by the�vunty of�iver�ide and�aiifarnia 5tate z-equiz�ements. 7.4 I�V�ES'T1'�A�"141Y.�f,�ld�'�?'IDN�' This report is �ased upon inf�nnation prv�xded by the client, fr�m published d�Gu�n�nts, a limi�ed nurnber of subsurFace exca�ations, field observatians and tests to which we applied �ariaus method� af analysis and interpretatian. The materials encountered an the project site and des�rihed xn rer�iewed �iterafure are �elieved repr�sentative of the pro�ect are�,and the corYclusions and recommendations contained here�n are presented on that basss. HvweWer,soil mat�rials�an�ary in characteristics betwe�n points of exploxation,both�aterally and vertically, and those �ariations could affecf the canclusions, rec�mmendafians, and perfonnax�ce �f the storm water manageinenf s�stein. Fluctuatians in the level of groundwater may accur due t�varia�ions in rainfa]],izri�ation, and the other factors not in e�idence at t11e tiiale n���surements were ina�e. �ur serr�ices were pe�rfonmed usin�tlie degxee a�cax�and skill❑rdinar�ly exer�ised,und�€�similar�ircurnstances,by en�;ineers and geolo�ists practicin�in Ehis or other localities. The contents af this repart are prvfessional opinians and as su�l�, are�avt to be considered a guarantee ar wanranty. The oppo�tunit��o be�f servi�e is appreciated. Sk�ould yvu haWe any ques�ions regarding th�c�ntent af this repc�rt, � � r, should yvu require addi#ianal inf�rn�atian, piease da n�� hesita�e ta contact this �f�ce at yo�:r earliest -�;:r;�veni�nce. Respectfully submitted, LGC�E(?-E.11��IR4�YME11rT�L, llltC, �.����0 GE f C� ,��.' R��o � � � ��� �l�.��57 ��'�, ��. ''� �� � ��R11Ff E� � 7' . E�iGlN���ZNG i G�0 D�`I57 . 1 Raber� �,. �regarek, I� ��G ]�57 `�'�� �� � ti�.� Engineer�n� Gevlv�;ist ��n� �A���D�'�f` ARPIRLG Distribution: �6} Addressee At�aehments: Fi�ure I --Site Lacation N.�ap �.l�c.�crr r�f T��at� Appe�ldix A — Infiltra�Yaxi Tes� Resu�ts (�c�car•c�f�'e�t} Plat� � --Infiltratian Trench Locativn Map (l�z Pr�ckcit} � Pl•oj��G't���. G14-l�fi�-�1 P[c�r�.� i� 14�7r1��, ��]15 � +f�:� �� j � ��.�-�y---_�R�Q�7�,:; - • 4� '�L.r�^"r"'.—"�'�� � r`� • �.e 1 -. , {. _��- _ �i_ . _._..._..�' Ic�•- �' Kl4x.C1Pl {F ' •!� f fr f� `' �� i H��E�ci� �� ., ��� ,� � . ti;� �e W �{. r��� '�¢�' . '-r r��:a.. __ y ��; `��.r'" �!t�,�psvpWAY�� f,' •,`� ��! `w="��a"'-��,t� �`� � � �,. - '��1� `-.:�.±`�_ � s � • _.. ��� - `_..�.,...... �� e`� ';�f. '�l�~--�� _•�tii.,, ` 'vs �,� t1 �� ` �; �`'.��� r:�s�r .�1��'i.:_.�. �� ;� �. `-.-.�:.:•:�. _ ' s � r �y� .�;� •!_�• �4''� 4 .� �� . • ��� � �+ f }I ��p��n . ..1 �� �� '�: � •L f F �:.fi �a`vr.Y , l� 4 i ��, ��.�- ���. ._ 'r�� � � y�.�4� :s� ���, - '� y4 c� �.y'"y �.��H _ �; �� e..�,_ _._,. .t �'� � ., °G� � .�'`•' ',4fir �i�� ," ` � � .r;`., �rr'+ ' ��� � i'r ° x -ti '1 ,� � Kh`Y 1' ,; � �, �� �, f� . . .- � '`' ',' �"►'�! �'����.����� �' ,��t��'r�� �� 4� - .� . � ���� � � r p f= .' .. r,. r~• ��'`'W; ��f�.`r � L v ' �,, � �' •� � '�� • •�``p�,..��1��{� �::'.'� �_, '�} ` �� ,�,���17'�4 R�7 _�r ' ..� �f� ` �'••iy :r w: , ��'�''� '� '' .'s:•~ �.'. {��!~ Li ti� �i ���+�54 .4� I '� lR! I, ,�:�� M � •�A I�y� 1`, 1�� V} v . 9��'r.r4sT�� `,�. +, �=�E.....��. F] �• ��; ' ' � , '�'M=�:�.Y= ��` ��' �;' �, '. ��� }{�Y:r ` _ w yt j�' '• . ���1� .�� .�r-��� �_ _ ,�-`�Y��-;���•�. ti � ��.'` .-___ - - `� ��n'�1� �����_.----- , , '�� ','1� ��l�r ';� ���tj��- �� i '+ �` � i` '��� �,p�. . —. . �_- - � �� •E 'r �ti' 1 �� .3 L.. � � ' �ypSZ�'� ��,1�� �. _.. �� ., � :� �� � 4 .,� ,� ��� ?� �p,►��- .� 'LR� `t 1 `� 'y ' ^T �� •ti �'1�' ��• � � rr� s �� �`� ' ''� 'y . `� .�.�:. 1 T' !�` ,�* f y` .�_y r•�'.� '•� `1�� ' � r .� r� - �� � � -,� 4� �, .� � ,;: , �.�.� �;� '..y � � '.,'� � � ►� � � 1� �; � ��, f.� � '� .� � �� �`• '�� 'fi ' � ��p:�'� `'Q �, '���\ TF :n � � �S � �'V��.�� .. � ��. �� � ., ,�" ' '� �1� ��4 ��� ( �tr' : � '•:.6yL `,'. �i r�� 1� �1�'r � t�'� °'� a s,, �o �f �r,y�s ,° � �� j � �5' '� �'�o. . '��'c� � S'p ��� [� � ���:� � ,` i� . � s1�c«a�c a:_ .. ` ,�o,� ''�O .kA� ag� ' ' ''• ' � �--�' 'a "-��� _,`: �y,,� `� � 'ti� �1..�.. �e�'`• �� �7g •,�' �Q�`L �,. Y� �1�-� � . 4 w �' ''�' p � ' CORTEl34iBING ___ .-��"�',�~~ +•z Y r�L. � +� ���•\ ^sIt� �'p�, ���i� ? ����f���pp„�"t yf"3 "� •Yi_ � � r] �4 �y • I 1 'fr� ��� '�!' `14 �(�' !T�. 1��, �y ;1 -t..�...�1 Y '" � � • �L ���;� �t r5.�' k , _ .� . ... .._ _. .. '� `. .'��. �f. ���-. �{;i_... �� ;� ----. �����..... . _..l+�•--••- -• �•`- ��'. ti ,�p� �. 7T �'�'�'' �j� ` Z :�R '�E, . �I�� .w � _�. � ���'' `� ��-��' �' � L�}�.` .}, .� ,yf` ��"r+«r,;�� +��1�. �,, '� �+�+ %�!� � � ��� `�';`''► 1� �� tip�~+'�yy� i ��.- ``� �1 �` �� �'� �• ,\ �� �� .�r ���f�.•i� �2 ' "�.r..� --• q�� ' '•� �, ,'� 4 ;� �l i� � �sj � '`' � �� �'+"�.� � ` �il'�p`� !� �f [ 1.4: ",�'i y � Temecu�a� '� '.�I1�'�-��. ` 1:���+� {{ � � � `a�-� �p ti.. �t �`��+ �� �- ��`y �-t i � � _ � � �7k �. �►•��_1'.'=- '� ���.- ^4' r1��� � � _�;� ' �� ata tlse�subje�t ta licen5e rw 5rafe 1•12,80D IJ�I.rxrrre QeLvrmeStreelAdaslJS4@�1U �,�i„�� ��•�•� � � a� �"""� ; .def�.00m i'=i3OBE,7 ft Data�bom 3�-0-••- T�� Pro'ec�-�ar�� J�?MN HINE��gA�4�� FIGURE � Pra'ect N�� .��i�4-1���=�� 5[TE LGGATI�N MAP �eol.1 Cn �, ����G.. Sca�e A�.51�1��.[� Date MARC�t:��1.�� '�a �.�� —� �r� , � � Projec�: John Hine .]ab Nv,: G14-126fi��9 T�s#Ho�e Na.: P-� ❑ate Exca�a�ed: 3t�412��5 C]epth of Tesk Hale: 4.0' Sflil ClasSiFcati�n: ��eck For Sand Soil Criteria B : Date of Perc T�st: 3J�5I�0'�5 Diameter:S" SANDY SDf�GRJTER�R TFST Time Interval Time Inferva[ Initial Watsr Fina!Water Chan�e En T!N!E �ev�l Water Le�al �I�finutes} {Minutes} Levsl�lnc�es} �nches Fnches �RFsoAx P��ron C3ate Time Interval Amvunt vf Water Used Start 3t2�1�5 ��0� 2�h�6m 5 of 5 Gallans Sfop . 31�5l15 7:�5 • T�S T PERI(�t3 Tlme Total Change In Perc�[�tion �lasped lr�itial Wate Fina1 Wate Time lntenral Time l.eua!�in�h�s} L�vel(3nGhes� Water Level Rate [rr�in.} (min.y {Inch�s� (min.linch) 8:'S 5 6� sQ �D.00 8 3!4 9 '114 �8.0 9:4 5 � ' 9:'[� fiQ '12� '[fl.00 S 112 '� 'll� 4D.0 'l�:�6 '�D,'17 �� 1B� 10Aa 8112 'I i12 44.4 1'I:'17 'l'1:98 �{� 243 '10.OD 8 'I12 'f 112 4a.4 '�2:'#8 �2:�� fi0 �04 'id.OD S �IZ 1 912 ��.0 �3:�9 �3'�� fi� 3fi5 �Q.DO 8 114 '� 314 34.3 �4;�Q Reduction �.2g FaGtor• L�� CE��-�NV�R�'3CVM�NTAL, fN�. ;- Prnject: John Fiir�e Jo6 Na.: G14-12fifi-2'1 Test Hole Na.: P-2 Date Excavaked: 3f24l2D'15 �p#�af Test Hole: 4.4' Soil Classificat�on: � �eck fvr Sand Sail C�itei�a B : Date of Perc Tesf: 31�51�0'f5 Diameter:8" .. SAIVDI�S�lt �141TERlA TESF Time lnterval Tim�lnterval lnitial W�ter Fina[Wat�r Char�ge fn TlME Le�el Water L�vel tMinutes) �i�inutes� La�al(fn�h�s� �nch�s lnches PRES�AK PFRIDA Da#e Time in#en►al Amaunk af 1I'�ater Llsed Start 31z411� 9:oa 22h p9m 4 of 5 Gaffons at�p 3I251�i 5 7;17 TES T PER�DA Ttme To#al Change In Percvlation Elasped Initial Wate Final Wate Time lnterval Time Le►►eZ(inches} Le�el(inches) W�ter Levai Rate �mfn.y (m1n.] {lnches} (min.linc�} a:�s 6a sa �o a z 3o.a �� 9;18 J 9:9 9 fi0 12� 10 S "112 1 �12 4�.a 'I Q:'3 9 �Q'�� 60 182 �Q 8 314 1 114 48.❑ 11:20 ��'�� fi0 �43 �a B 314 � �14 48.0 '�2:21 ��'2� 60 3D4 10 9 '[14 314 so.0 13;2� 13:�3 fiQ 365 9 �!4 S 314 11� ��0.0 'f 4:�3 Reduction 3,25 Fa�#or: LGC �E�-ENV�R�NMENTAL, �NC. Project: John Hine .]ob No.: G14-12�fi-2� Test Hofe Na.: P-3 Date Excavated: 31241��T S Dapth of Test Hale: 4.D' Soit Classi�caki�n: � neck for Sand Sail Crite�ia B : Dale ot Perc Test: 31�512015 Diameter: S" SANDY SDIL C�lTERlr4 TEST Time Intarva� Time lnterva[ lnitia�Water F�nal Water C�ange fn T,�ME Le�el Water Levei (Min�tes) �Minut�s� Le�ei�lnches� �nches fnches PRES�AfC PFRlOD Da#e Time lntervaf Amount of Water Used 5tart 312��15 g:�7 22� '�2m 3 af 5 Gallans Stvp 3�25!'I 5 7:'f 9 TE�T F��RlQA Tlme Totai Change!n Parcnlation �lasped [�itial Wate Final Vllate Time Interva! Time L.sval��ncttesy Lavel�inchesj ��t�r Le�ei R�te tmin.y �min.y �inchesf �mitt.linchy 8'2� 6q fi� '�0 9 3I4 �I4 24A.0 � J� 9:21 9:22 60 �21 8 314 9 �f� 11� ���.� �4:22 'I�:23 �D 'I SZ 9 '114 9 '114 240.Q 'f 1:2� �1:�� fiD �43 '�0 91I2 'f 12 12�.0 12:24 'f 2:�5 �� 3Q4 9 �12 9 �12 124.0 13:25 13'ZS 60 365 �0 9 �12 11� '�20.� 'f 4:2�r Reductivn �.2$ Factor: L�C �E�-��NVIR�NMENTAL, [N�. r Praject: .lohn Hine �lob No.: G�4-�26B-21 Test Hole Na,: P-4 Dat�Excavated: 3124120i 5 Depth of Test Hole; 4.Q' Sail Glassi��akion: � ecK f�r Sand So�l Criteria B : Date af P�rc Test: 3J25J��'�5 D�ameter:8" SAN�Y S�li �RtFER�A TEST' Tims lnterval Time lnferval lnitial Water Final Water Change In T1M� Le�el Water Le�el (Min�tes] [lSllinutes} Level�lnches� tnches lnches I �RFsoax PF�ion aate Time Interval Amount of Water Used 5tar� 312�Fl1� g��7 �Zh 'i4m 5 of 5 Ga�lon� Stop 3J25115 7:�1 TL'ST PFRlOD Tlme Tctal Chang��n Percvlatlan ��asged InitFal Wate Flna1 Wate Time Inke�r►al n�� Le�el�inches] Levs1[�nchas� Water Level Rat� �m�n.� tmin.y �lnchesy {min.�inch} 8:�4 fi� 60 1 Q 4 '�12 5 'f�2 1�.9 C� 9:24 - �:z� �o �z� �a � �r� 4 v� �a.� '�0:25 ��:�� fi�] 182 1 A 5 314 4'[1�4 'i 4,9 ��.2fi 11;2� fiD 24� 9 R 6 4 '�5.0 '12:2? 12:28 �� 3Q4 '!� 6 'i 14 3 314 't C.� 'I 3:28 ��:�9 6D 365 'i 0 B 1I4 3 314 1 fi.Q ��:zs R�duction 2 $� Fac#or: L�C �EQ-ENVIR�NME�TAL, IN�. ,� � � � w Pro�ect: John Nine Joh No.: G94-'i�fifi-21 Test Hole No.: P�5 Date Excavated: 3124J2015 Depth of Test Ha[e: �OA' Soi!C(assificat[an: � ��eck fvr 5and Soi!Criteria B : J1f�f �a�e oF Per�Test: 3I25120�5 ❑iameter:S" SANOY Sa1L GR�TFRIA TFST Time Interval Tima ln#erval 1nFtial tilifater Fina1 Water Cha�ge In FlMF L��al Watar Lerrel �N[IrtUtes� �Minutes} Level(Inches� ]nches Inches 1 i:16:OD AM 11:�'i:0�ANE �5 9 8.D 'f.g pRFso.ax pER�on O�te Time Interva! Amount af Water Us�d 5tart 31241�S '���4� �gh�'t m �afi� �aifons 5tvp 31�51'I5 i:23 . 7'E5�PERin�3 Tlme Tota[ Change�n Perco�atian Time ��t���� Elasped fn[tia[ Wate F[nal VYate Wa#er Level Rate Tlme Lsvel[inchasj Le�el�inci�esj [min,� �m�n.y ��nchas) Sm�n.linch� 8'�� fiD fi0 '�0 8'114 i 3l4 34.3 � �,� 9:27 � �J 9:28 60 'i 27 'I ti 8 �12 'I 112 40.� Z 0:28 ��'�9 fi0 1 g2 1 U 8 3�4 'f 114 48.n 1i:29 1�:3D fi4 �43 'i� S 3t4 9 'l14 4B.� ��:�a ��'�� 8� 304 '[D 8 314 '! �14 48.0 13:3'i '13:32 gp 3fi5 'I D 8 314 '1 'i14 �48.0 �4:32 Reductiun �.�� Fa�tvr• LC� CEC]-ENV�RGNIIIlE�VTAL, IIV�. Project: Jvhn Hine Job No.: G14-1286-�'i Test Hofe No.: P-fi Date Excavated: 3124l20�5 Deptt�of Test Hate: 5.0' Soi[Classificatian; � � �eck for 5and Soil Cri#eria B : JV11 Date�f�erc Test: 312512D15 Diameter: 8" SAAIDY'SpIL �R1TERlA TEST Tfrne fntenral Time Intarval lnitial Water Final Water Chan�e in T'!MF L��el Watar l.eveE �Mintates} �Minutes} Le�el�inc�esj In�hes Cnches 'i 1:18:��A�III ��:a�:Qa AM �� 9 7 314 � �t4 PRFsoa x�FRr�n t]ate Time �nterval Amoun#af Watsr EJsed : 5tart 31241'f S '1"f:44 �gh 41 m 4 of 5 Gallar�s 5top 31251�5 7:Z5 ��ES7'PER�aD Time Tatal �hange In Per�olativn Ele�p�d lnitia[ Wate Final Wake Time ���ry�� Ttme l.syel{inc�e�� I.e�el�inches� Wa#er Ler►el Ra#e tm1n.� (m��.� 4tnches) {min.linc�) 8:29 60 fiD �4 9 � 60.0 � 1 9:2� � �:3� BO 12� 1� 9 1 so.o 10;3� '10:3'i gp 182 'i Q 9 �i 60A '11:3'� ��'3� BD 243 'I O 9 1 6D.4 '12:32 12;33 6� 304 'i Q 9 "1 fi0.0 9 3:33 ��:3� 60 3G� �0 9 1 6�.4 '14:34 Reduction 3.38 Fa�tvr: L�� �E�-ENVlRaNIIIIENTAL, INC. , ; Pr�ject: �fohn Hine Jab Na.: G'14-�2fifi-21 Test Hole Na.: P-T Dafe Excava�ed: 3I�412Q15 C]eplh af Test Hale: 1 D,Q' Soil Classificafion: � neck far San� 5ai1 Criteria B : JW Daie of Perc Tesf: 3f2512D15 Diameter:8" SANDY 5�f� CRITERIA FFST Tirne�nt8rval Time 1nte�val Initial W�fer �ina1 Vltatar Change In TlN1E Leve[ Water I.e�el (l�inutes� �M��ut�s) LeveE(Inch�s� lnch�s �nches 11:2Q:4�AM ��:���Q�A� �5 9 S 114 3t4 �'RFSUAfC PERlaO Date Time In#erval Amaunt af Water�sed 5tart 3I2�1'f 5 '�'��'�� �gh 41 m � af 5 Gallans 5�0 3125I15 7:�7 TF5 T PFRI�D Tlme Tota! Change In Percolation E�asped Initial V41ate Final 11Vate Ttme Interval Tlme Le�ei�inc�es� Le►►el�inchesj Water Le�el Rate �min.y (min.y (lnches} {min,linch} a:�� s� so �o �o 0 9:31 � 9:�2 fi0 '121 �0 'I D � 9 A:3� , �0:33 sa 1a� �� �o ❑ 'i'i:33 '['i:�4 fi0 243 �� 'i� Q 12:34 12:35 sD 3p4 1 Q 10 0 13:35 13:3fi fi0 365 10 1 Q Q 9 4:3fi Reduction Factar: _ LG� GE�-ENVIR�NMENTAL, INC. :- Pr�ject: Jo�n Hine .lob No.: G�4-�2fifi-�� Test Hofe No.: P-6 Date Exca�ated: 31�4120�5 � Qepth nf Test Hv�e; 5.0' Soif GlassifCatian: � r eck far Sand 5ail Criteria B : JW Da#e of Perc Test: 3/25/201 a Diame#er:8" ti 5A�DY SC]!L CF�IT�ERlA TE57' Tjme Interval Tima fntarvaE ln�tial Water Final Watar ChangB[� TlME Le�el Water leval - {Minutes) {Minu#es� Le�el�Inches� inches inches 1�:22:a0 AM �1:47:D�AM �� g 8 714 �14 PRE5n�1{PFRlaD Date Time Interval Amount af Vllater US�d Start 3I241�S 11;4B �g���m �af 5 Gallans Stvp 31�5t�a 7.�9 TES T PERlDD Time Tnt�l Chang�En percolatian Elasped Initial Wate Fina1 Wate Time [�kerval Time l.g�s![inchesy L�rre1�inch�sy Water Le�el Rate [min.y �min,y �lrtches� �min.linchj 8:33 fi0 60 �D 9 "1 fi0 � � 9:33 - 9:34 50 721 �f� 9 �f 6D '(�:3� 1�;35 60 182 �0 9 �14 31� 8D 1'I:35 ��:3� fi� 243 9 �1� $314 11� '!�[l 12:3fi 12:37 fia 3d� 9 D 9 114 314 SO 'f 3:37 'I�:3B gp 3fi5 9 914 8'�I2 314 8D 'i 4:38 Reduction �22 Factor: L�G GE�]�-ENV[R�N�IAENTAL, IN�. � L G L� � EC] - EN1� tRa � MENTAL, 1 [yC . GEOTE�HNICAL • ENYIR�NMEhITAL ' MATERIALS TE5TING ' SWPPP � February 11� �016 Pra�ect Na. Gi4-�.�6fi-f5 GE� No. PA�.5-iQ�3 Mr,�im Cappado�ia .]fi1CH RIVERSIDELAND CnMPANY,IL�' 2�847 B�Ilem�re Drive Ramona, Califorrr�a 9��65 Suhject: S'ummary l�ep►art of Previvusl� Reparted Preliminary ��ot�thnica! and Faul�t Investfgatian� for �he 1�aintenanc�e and 7"emporary Parking Addrtions at.7ahn Hine Su�aru af Temeccrlar Lnca[�ed at��D�4 DLR Dri�e, City vf Temecula, Ri�erside Caunty, Califnrnia LGC Gea�Envt�onmenta[, Inc, �LGC} is pl�ased ko submit herewit� one all-enGampas5ing report for �he malr�tenance and�emparary parking additians at�ahn HEr�e Suharu of Temecula, loca�ed at 4��74 DLR Drive, City of Temec�la, Ca�iFornia. Thls reporf presen�s tt�e res�alt� flf �Ur rese�rG� vf puhlished geologic�g�vt�chni�al r�ports andJar maps, r�v�ew af aerial pho�ograp�s� fie[d explaratior�, gealogic mapping� �au�t inves�iga�i�n mapping, and lahorat�ry kestin4; as well as ❑ur geotec#�nital and geolvgi�judgmentf opjnions� concl�sions and pre�lminary recornme�dations a�vciat�d w�th �he propased deve�opmeRt. This report forma� v�as diret�ly reques�ed far reviewing purposes from geolag[�s Mr. �3ave ]o€�es and Mr, Daniel Vllalsh of the County of Riverside, Based on �he results vF a�r �eld exploration� geolvgic and fault mapping� la�aratvey �esting, g�l�gi� and ; geo�e�hnical engineering eva[uatians� aFang with review of puhlished Iitera�ur� fnr t�e si�e, it is our opinior� tha� -- t�e ��bje� stte is sui�able far ti�e propased devElapmenfi� provided t�e recammer�datians presen�ed herein are vti[iaed during fh� design, grading, and cons�rucrion. LG� shou[d review gradinc� p�ans, as well as a�y faur�da�ionlstru�turai p�ans when t�ey become available� and revlse t�e recommendat�vns presen�ed h�r�i�, if necessary. It has be�n a pleasure t� be oF service tv yau during �he design s�ages of tF�i� prflject. Sf�ould you i�ave any quesfi�ons regarding t�e content� aF �h�s r�por� or shoru,��,y� require addjtional infarmakion, please da not hesi�ate to contact�5. - �i`�C��a�.t�e St,�� Respeclf�lly s�bmitted, '�,;`�;����,�������r. { r� �„.�'�� 1.��* `' :� Y� `, E�} � i LGC Gea-En�ironment�l �nc. u.+ � '.�:� ;`t• � x�� � c�. � ��s. GS�:':sI � a. , �� � .,�� �.,xr. 1���1 ' � �--.._-� � ' :�k ` �!3l1��,,� ,ti: �f► ' �f �� f.;. � �.�. Rabe�t L. Gregarek! Li, E� ��57 ���� ��� ' �fJ� ��,�.�����•r`��Larry� ~ley, RCE �37 ��~ti�w Certi�ied Engineering Geolagis� ����,���.i���n,�� � Proj ' �ngineer j KM�RLGJ�.CJARP � � C�E��'IF��n � � Distribution: �6} Rddres�ee �N�����Rji�G G�O� G} T t�'� �xp. ��` ������ CA�-�F�� � 275')"i� C�7MMERCE CENl'ER OR.� #128� TEMECULA? CA�rFORNFA 925g0 PHfaME: I951 ) 297-245� • FAX: {95 7 I 7 i 9��998 WWW.LGCdE��l+fV.C�M TA6LF�F coNrF►va� Se�tior� P, ��1E � 1�0 INTRQQUCTI�N.•..►��.r��r�rr�r..r.�..ara�r�ys����.��r����e����►�►��������.�t�r�.a����s�.�ra.►t��r.�r��rr��������a►���e�r�tii 1.1 Purpose and Scope af�ervi�es............................................................................1 �..� Proposed Construction and Grading....................................................................2 �.,3 Location and 5i�e D�sc�iption...............................................................................2 1,4 Tvpvgraphy and Drainage....................................................................................� 1.5 Exis�ing Tmprovements and Vegetatian..............................................................� �..� Researeh of l�re�ious Geolagical and Faul� Haz�rds Reparting........................2 1..7 Aeria[ Pho�oc�raph Analysis.............................................................,......................3 2.Li GEDTE�HNICAL AN� FAULT FIELi3 INV�STIGATIDNS���.�.•.se��u�����r�y�r��r►�.a������5 Z.�. �eolo�i� Mapp�n�............................... . ................................................................5 2,2 Field Explaration..................,..................................................................................s �.3 Laboratory Tes�ing.................................................................................................5 Z.4 Fault Znves�iga�ion Fie2d Expl�ra�iQn....................................................................5 �.D FINDINGS..............................:.................,..,.....,.....................,........,................................6 3.1 Regiona� Gealogic 5etting.....................................................................................6 3.� Loeal Gealogy and Soil Conditions............................................ ...� �.� Land5lides....................................................................,...........................................7 3.4 �roundwater............................................................................................,..............7 3.5 Caving..................................................................................,...................................7 3.6 5urf'ace l�lat��........................................................................................................7 3.7 Settlemen�Ana�ysis................................................................................................7 3.8 Laboratory Testing.................................................................................................7 � �.� ❑etailed Faulting �ndings.....................................................................................8 4.1 Faul�ing �verview..................................................................................................8 4.� Secandary Seisrni� E�fects........................................................................9 4.3 Liquefaetion................................................................................................9 4,� Sha�low Ground Rup�ure ..........................................................................4 4.5 La�eral5preading.......................................................................................9 �.5 Tsunamis and Seiches.............................................................................1� 4.7 Seism i�iry..............................................................................................................]o 4.� CDNCLUSIUNS AND RECDMMENaATIQNS.........................................................12 4.1 General..................................................................................................................1� 5.n GEQL�GIC C�NSIDERATI�NS rs��ts�u���r►��r�������.���s�����+�....s��r..araa��r��������������������r��rew��3 5.i 5lopes....................................................................................................................13 5.� Active Faulfiin�}......................................................................................................13 5.3 Groundw��er.........................................................................................................13 5.4 5ubsid�nce............................................................................................................13 5.5 Landsliding............................................................................................................i3 5,6 �raund Rupture.......................................................................................,............I3 5.7 Tsunamis and Seiehes.........................................................................................1�4 5.� SITE EARTHWURK����r����ri��r�r��►���e�i����.�.�.�.��..�.�...........r►►����rr��f�r����u���e��e��uu�.�.a�.���s��r�rl� 6.�. General Earthwark and Grading Specifica�ions................................................14 6.2 Geotechni�a[ Observa�i�ns an� TQs�ing .,,14 ---- 6,3 Cfearing and Grubbing.........................................................................................14 � i �����mr�i�q� ninii.niniri�i Pmjec�"NQ. G14-1�66-15 Fet�ruary 6,20I6 Page I �.4 Qverex�a�atian and Ground Prepara�ion..........,...............................................14 6.5 Fill Slopes..............................................................................................................15 � �.6 T�mporary Sfiability of Excavat�ons....................................................................15 6.7 Fiil Suitabiii ............................... ' t�.............. ............................................................l 5 �.8 Di�posaf v���ersize Rvck..................................................................................�5 5.9 Bench�ng................................................................................................................15 6.14 Fill Placemen�......................................................................................................,.16 6.ii. Import Soifs far Grading......................................................................................i6 6.1� In�l�ment Vileather..............................................................................................�� 6.i3 Tren�h Backfill and Compaction....................................:....................................T 6 7.� P�S'f-GRADIN� ��NSIDERA7I[fl'�lS��ra�..�ay.�.�ia�..........u�.��.�Fr�Rra������a���s�f������s���������x6 7.1 eon��ol �f Surface 1�lafier and Drainag� Control..........................................,....1� 7.� Utili�y Trenches.....................................................................................................16 8.Q UPdATED PRELIMINARY F�UN�ATI�N C�ESIG�V REC�MMENDATI�N5,.I7 8.� General..................................................................................................................17 8.� Allawable-Bearing Values �Ga�-age Stru�.ture} ..................................................17 8.3 A[iowable-Searing Values �Piers�........................................................................17 8.� S�ttlement.....................................................................,..........,............................18 8.5 Lateral Resis�ar�ce................................................................................................18 $.6 Foo�ing S�tba�ks From Descending 5#opes......................................................I 8 8.7 Building Cfearances From Ascending �fopes ....................................................18 8.8 Fvoting �bservati�ns...........................................................................................19 8.9 Expansive Soil C�nsi�era�ians............................................................................19 8,10 Faoting�Floor 51abs —VERY LC31N Exp�nsion Po��ntial....................................1� ��� 3,� RETAINING 11VALL5■a��r�sr����ss�rs�.��rr����rre�s��������.��f�����r���������e�����rrr�r�r���.�.���a���..�.�..•.�.....r�0 _._.� 9.i Lafieral Earth Pr��sures and R�fiaining Wall Design �arame�ers........,...,.....2U 9.� Faoting �mbedments...........................................................................................�I 9.3 Drainage................................................................................................................21 9.4 Tempo�ary Excavations.......................................................................................22 9�5 Re�aining Wal! BackFll .........................................................................................22 1�.� S�IL CDRR�SIVITY..........................,..,...............................,.................,....................22 ��.� C�rrasivity ta Con�ret� and Me�al.....................................................................22 11.� RRELIMINARY PAI�EMENT DE5IGN....................,............,.......................,..,.........23 1�.0 PLAN REVIEINS ANC� C�NSTRLJ�TI�N 5ERVI�ES............................................2�4 �.3.� LxMITAT�i]NS....................................................................................,..,..,............�.....,..Z4 � Pmj�No. G14-.�266.t5 Febr�ary.tY,20�6 Pag�ii LIST DF TABLES..4PPFND.�CFSAIVD ILLU57RAT!'C3NS r�-� � Tab1e 1--Seismic Desig� Pararneters �Page 9J Ta�fe Z—Significant Faults �n Vic�nity of Projecr Site �Page.��J Tab1e 3--Signi�icant SeEsmic��ent�in Proxirnity af the Praject Site (Page.t0� Tab1e 4—Lateral Earth Pres�ures (Page.19J Table 5--Pre[iminary Pavement Design (Page 22) �iau►�s&�P1a�e_s Figure �—5ite Location Map (Page 4) Figure 2�-Regional Geologic Map (Page�) P�ate 1—Geotec��rical Fauf�znves�igation Map (Rear�f Text�) PiaEe 2—Fault Trenc�r FT 1 �Rearof TextJ Pla�e��-F�ul�Trench FT z (Rear of TextJ Plate 4—�ault Trer�ch FT 3 �Rearof TexfJ plate S—Campasite AP Fauit�ar�e Map �Rear of Text�J Annendic�es Appendix A--References and Aerial Photographs (Rear of Text� Appendix B-�Geatechnical a�d Fauft Investigation Fie�d �xptoration (Rear of 7"ext� � A�pendix C— L.�boratory Tes�Procedures and Tes�Results (Rear of Text) A�pendix ❑�-Genera� Eart�work and Grading 5pecifirations (Rear af TextJ APpendix �--Prevjous Reporting by Schaefer-Dixan (Rear of Text� Appendix F--Cau nty o�Riverside Response to CommenFs (Rear of Texx) . � Projec�lVo. Gx4-1�66-15 February.t j,2�15 Page iii r.o ►v � 2.I PurXwse and Sc�ope afServices `. ; This repart presents one all-encompassing repvr� compr�sed oF ❑ur previous prefiminary geotechnical investigativn repor�a�d o�r fault investigat�on report for the for the main�enan�e and�emparary parking addf�io�s at.7ohn Hine Sub�ru vf Temecufa, lacated at 4�D74 DLR Dri�e, City of Temecula, Califo�nia. This report preser�ts th� resu[t� af our researG� oF p���ishecl gevlogic/geatechnical reports and/or rnaps, review of �erial photagrapf�s, �ietd exp�arakto�, gev�agic mapping� f�ulr i�vestigation mapping■ and Iabora�ory testing; as we�l a$ our gevteehniraI and g�o2ogic judgmen�, opinions, canclusivns and �relimE�ary recommerrdat�ons associa�ed with t�e proposed develvpme�t. TY�is repart was directly reques�ed fvr re�iewing purposes from Mr. D�We Janes and Mr. �ar�iel Walsh of th�Co�n�y of Ri�erside. The purposes af ti�is geatechnicaf inves�igatian were ta dete�mine the �a�ure of su�Fa�e and suhsu�Faae soil and bedrock conditiorts, e�al�aare their c�ararteristics �nd pro�ide �eo�echnical recommendations with r�spec� ta grading, cvnstruc�ion, faundation design� and other aspec�s rela�ive tv the propvsed dev�lopmen� of the site. `t'Me provided �." = 30' scale site plan was utili�ed as th� ba� map for our Gevtechnica[ Map�P1ate 1� of�h�site. T`�e p�rpose of aur Fault inves�igafian w�s to locate evidence of any active �a�lking ❑n t�e si�e, and to provide geafiechnicaE recammendatians aRd design cri�eria fvr mitigatian of t�e potential f�azard of sur�ace dispfacemer�� d�e �o Faul�ing far the praposed cammercial develapment o� the si�e. This repor� presents the resul�s of our geotechnicaf �ault investigation fvr t�e proposed cammer�ial deve�oprnen�. The results of our st�dy shauld be inc+atporated intv the Future design vf prapased cammercFal develapme�t with�n�he sike. ❑ur scape af servic�s i�c�udes bot(� pre�iminary geotech�ical services� as well as�aul�inveskigation servi�es. Both ser-vices are o�tlined bei�w; �-._�' Preliminarw Geote�chni ��,����' • Review of a�a1lah�� previaus geolvgic�geatechnical literatur�f geologic rnaRs� and aerial phakagraphs per�inen�to the site�Appendix A}. . Geologic mappfng of�he site. • SubsurFace investigatian consisting af the exca�atian, samp�ing� ar�d logging af two {2} hal�ow-stem auger borings �B-�, and B-�}� to depths oF 51.5 feet and 21,5 feet, respectiv��y. �Re��.}additional b�lk sample was ab�ain�d between D feet ta 5.a f�et far pavement analysis. Lrags of the barir�gs are pre�en�ed in Appendix B�with the appraximat�loca�on depicked on the Geatech�ical Map, Pfa�e ].. TF�e borings were excavated ta evalua�e �he ger�eral characterist�cs of the s�bSurFace gevlog�cJgeote�hnical canditians ❑n the siYe in�iudir�g classificat�or� af si�e soils and �edroc�c� dekerminafion oF depth to gro�nd�raker��pr�sent},and to o6tain repres�ntative soil and bedrock samp[es. . �.aboratory tes�ing af rep�esentative soil samptes obtained during Qur currer�t su�surta�e explvra�ion �APP�r�dix C}. • Geo�echnical engineerin� and gevlvgic a�alysis vf ti�e data with respect to tF�e praposed cammercial developmen�. • Preparakion o��eneral Earthwork and Grading 5pec�Fcatians�Appendix D�. . Preparation of this report presenbng our frndings� concl�as�ons and prel�minary geote�hnicai deslgn recommendariar�s for the ptoposed dev�lopmen'�. , ��, Project 1ll0. Gi4-1'�66-�5 February B,2�.T 6 Page 1 � Fault_fn ve,s�i a ' n � � - Bac�Cground review of seyuential sterec�scopic aeria[ photographs, georechnicaf repart� and geologf� maps pertinenk to khe site�Appendix A}. �� • []etailed revlew oF the p�evivusly unavaila�le fault inv�s�igatfon repart by Schaefer-❑ixon in regard�ta the s u b3ect�ite. • Exca�ating and bgging �hree�3}fault trenches approximafeiy 5 Feet tv �.9 feet deep, and ranging from approxima�ely 148 fee�to 277 feet to�ali�ng appraximatsly 7�0 lineai fee�, The fauit�rench locat�ons are shown on the enelvsed Gentechnical Map �Plate �.� and descrip�ive 14gs are presented i� �he Fault Tr�nch Lags, Ff-1 thro�gh FT 3(Plates 2-4}, • An evafuation❑F fault�ng as it pertair�s tv the site and the proposed deve�opment. • preparation o�a fauft se�back aone due�o acti�e faulrir�g previousty encountered by athers. • Gev�ogic mapping af the site. • Geatogic analysis of the da�a wikh respe��a the proposed develapment. . Pre�arativn of this rep�rt pre��ting vur fi�dings� conclusivns, and prel�minary g�orechnic�l recvmmendatians For the praposed cammercia! develaprnent, 3.� P G d" It Fs our u�der��anding thak the proposed construction w1El cansis� vf ❑ne 3-story cov�red park�ng stru�.ture with a proposed de�p fou�dation system� writh t�e appr�xima�e dimer�sians of ��U feet by 135 fe�� ar�d a kemparary paved parking area, approxlma�ely 2fi0 Fee� by ��Q �'eet, with associated �4-faa� wide access lanes. I.3 S' e�ac t" �} ,J TF�e temporary par�Cing site is �oca�ed at �2��4 �LR Drive, in rhe City af Temecufa, Riverside Cvunty, California. The site is ra�ghly trapetoidal in shape. The site is baunded on north, wes�and saut�t hy D�.R Drive artd �� �he east hy the exis�ing Jo�n Hine Mazda and Subar� veh�icle d�alership. The general loca�ion of�he site�s 5hown o��he Site Lacatian Map{Figure �.}. j,4 „�4laoaraw�y and ArainaQe , The topography of the sire is relative�y flat with Z:� �horix�ntal:vertical �h:�]} �It sfopes �a the narth and east. Ti-iere is afsa an exi5ting deter��ion �asin loca�ed on the svu�hv+test s[de of the site. Drainage app�ars ro flaw to �he sauth and sau�hw�st w�th elevations rangiRg fram approxima��ly �.OfiO feet above mean sea levef �msl) in the nvrtheast carner of the pa�rc�l tv approximately 10ZS feet ahave msl in the exEsting detientivn has�n. Y.5 "st► �rr�ents d Ve e t�ion The site is currently a previously graded pad wit� Z:1 (h:v} filf slape� to the north and east. There is a IigI�E covering of sc�t�ered bushes,valunteer vegetatiori, erosion contral sa�db�gs and same trash andJ4r debris. Y,6 esea►rh of Pr�vi us eol i I I s a i Tljis Frm r�searched and reviewed available publtshed and unpublished geolaglc data re�erer�ced in Appendtx A. Pertinen�information was incorpvra�ed intv the co�clusions and recommenda�ivns p�esented in ❑ur repart. In addition� pr�v�ou5 geo�ecf�niral reports were ���du�ted at or near the s�te and issued by LGC, Tn�and� Inc.� 5�hae�er alxon ASs�c�ates and Petra Ge4tec�nical, z�c.�Appendix A}. -� �J Pm�e+ci-No. G.t 4-.1�65-�3 Fe6��ry.1�,���� Page 2 The previous geatechnica� and faul� in�est�gation report was compfe�eo� by Schaefer Dixan in 19E7 addreSsing khe Faul�ing hazards within t�e Alq��sr-Pri�lo fau�t zane within �he subject project 6ou�tdary. � This repart incf�ded a seri�s of faul� �reRch ex�avat�or�s� Ca+�e Penetrvme�er Testing �CPT}, as we�l as rest pits and bc�ri�gs thraUgno�t the project sike, The repart recommended a fau[t setback xoRe througf� this por��on of the site as seen in the attached SchaeFer oixon repvrting �Appendix E}. IR addition, LGC has inctuded ❑ur Composi�e AP Fau�t Z�ne Map �Pfate 3)� whi�h shvws�he projec'�ed 5chaef�r Dixon taul� and setback locatian wit� respecE to tF�e most recent CEty of Teme�ula GFS praperty houndary�rien�atian, The comple�ed and published fault trer�c� Iags were na� avaitable for review during o�r previo�s reporting; nowev�r� the G�otechniral map Fr�m this investigation wa� located and utifi�ed, Slnce our previous reporting the Full ref�renced repvrt and all mapping has been made avai�ab[e�o LGC. The entire 5�haeFer Dixon reporting will be avaffable ln AppendEx E, After additiona� revtew by LGC, it is our opinior� that vur previa�sly reported or[entation and placement af t�e Schae�er Dixon main conkinuous faul�and �uhsequent fac�lt sekbacks are in the�r correct locakians� as indica�ed an Pfates � and 5. This iocat�on is determir�ed by digitally scaling and matching known praperty cor�ers� easement�, and right af way5 ta curr�n�ar�line City o�Temecula G�S parcel map data, similar tv ho�rv property bvundary s�rveys are determined by land surveying. Dir�ct s�aling of 5c�aef�r Di�cor�'s mapping was done by best f� m��cfzir�g the I�].5 centerfines of hath r�o�thbound and sau�hbaund Ianes respective�y� khe centeriine oF Ynez Raad� as we�i as �[�e property c�rners af the three lot� directiy nort� of DLR Dr�ve and wes�of Ynex Road� amflng vther�. 1.7 Aerial Phoi`oeQ�,p�i A_n�alYsis Paired sterea aerial photographs of �he site and vicinity fram 1949 t�rough Z��G were reviewed a�d eval�a�ed by thi�firrn. 'f�e photographs wer��btained fram ContiRental Aeria� Photo, Tnc. Scales of khe photagraphs reviewed �where availab�e� r�nged fr�rn appraximately �," = �,rfi67' to appToximately i" = �,000'. A summary�able vf the photos reviewed is presen�ed in Appendix A. ����1 �__J Based on our review vf t�e aerial phn�og�aphs �everal nvrth a�d narthwest trending geamarphic Itneament were ir��erprefed tv project approximately 350 �ee��0 5S�feet wes�vf the site,T��s IinearnQnt coincided w�th k�own active Faulting west of the sike as i�ves�igated by 5�haefer Dixan In �987. Geamorphic evider�ce of a�ive fauIting was also ahserved on �he site or in aur air phota review aiong the western praperty houndary and �reRding narthwes�to sauFheas�, Aerial phakogTaphs taken pri�r to 1990 ace nvted tv have a series of ��un�a�ed �Iopes folfowing �he p�o��ed �end af t�e Witdomar Fau1� location thaE is labeled wl�hin our Geo�echnfcal Map� Plate �.. Twv parallel phota lin�amen�s are afsv nv�ed to �rend across ti�e site frorn �he eas�ern edg� of t�e ].5 freeway r�orthbour�d Ianes {previously Hig[�way 395} ta the western edge of the subjecE sifie �reriding in parall�l Fashio� as the trer�d of �he trunca�ed slopes and �o�agraphic Fe�tures withi� the natural drainages These interpreta�ior�s ��ang with vur site reconnaissanee served as.a startir�g pvint in d�veloping aur subsurface fau1��xpi�rat�on. �n additfon review af the aer�al pha�agraphs indicates tha� Flls were p�ac�d in along the southwestem edge of the s[te and th� �entral portfon of the site far the DI.R Drive improvements sometime after I��e 2�fl 1. ; , ; ,��: Pro�ect�Na. 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'� � � r�TF ��.���.� ,s�,1`'�`°';�' � : •' .tr;�-----:.ti ,�� ��; .,. ���-�� � `4 p�''•;;� ..� � � '} ' �r. � . j. 1 1' .�yti�'�. . , 1 � ''�v' ��.� � � � , �,�.�;� � •; '�� '�� �� - .�. ¢1 rr _ � •���+.� � �i� . ►''�r. ,'+s..h'+ :i" -�.�.�-i��'�._y_�. �� � � � ��',i. � ,� Sti�,d� .� y ,,� l ����•���•�• - �~� I�5��-���` � �L•� ..�� ���� �. r.S� r f '�W� E � ��` ��._�=--��,� `�.:� �' �z ;, h''+ � ,�j �,.rt,;i ,< < �:..�.�..�.-� � �. - �. t �: {� -..- �'f'� �l�;�� �w� 'i �!'�(p>� � ; 1 S�r�A« �,, F:: .. ;�.� fi�ii!�� i'�P,�,���^�� �..�,��" �� ��i. '��•,: ;�� 't r�., �s �._��:.$_� . L�. :*::� ���. .�;_�, ,�" �=� - .��i,�� :������;�� ���. � �,r .�'!`.. �.�� s_�•; ' :� i use sub�ect ta ik�sE. Yw 5ca1e l•72 Bfl� OIeL�nrrne.DeLom�s StrRetAtlst U5r4�7131 Q �r�t,+� . ,m �, � � .a .a ' �d�0�•d� t"=T,E18H 7 tt Dataloom i4-� . Pr�e�t h3am�e J�HN Ht�E�SU�ARE1, FIGURE � pra`e�'�o; Q�4-'�2���.� ~� � ,. - �, S[TE LaCAT{�M ilA�4P G�p��'En �. Rt����.�C� scal� �A►�`��HC�'W�!� - ❑���: .DCi'���R�1a.��R����r FEB�4lARY�D1B refati�e compacti�n or greater, at or near apt+mum moisture canten�, as indicated i� the referenGed geofechnt�al re�ort an fau��trench backfilf compactbn hy �GC�Appendix A}. `t,. � 7he faul� trench describes the earth materials encountered during vur study. Fault trench logs, FI=�. t�r�ugh 3 tPlate �-�} afsa shows t�e trench number, dafie of cample�ion, and tF�e name ofi the la,�ger. A certi�ied engEneering geologi�t re�iewed th� fault tre�ches in accordance with t�e 5�andard Pra�tice For Descri�tion and Identif�catf�n of Soils�V�s�al-Manual Procedure}ASTM DZ4�8�93. The hvundaries hetween soil tjrp�s shown on th� logs are appToximate and the transition between dif�eren� soil layers may be gradual. 3.Q F�' VJ���1�►5 .�.i G I " Regianally, the site is lacated in the Penirtsular Ranges Geamarphic Pr�vin�e��Califvrr�ia. The Peninsular Ranges are c�aracterized by steepf elonga�ed �alleys �hat tr�nd west ro r�arthwest. Tf�e narthwest- �-�nd�ng tapcsgraphy is cnntr�lled by �he Elsinore fault zonef which extends fram the San �ahriel F�ive� Valley s�utheast�rly ta the United 5tatesjMexico barder. The Santa Ana Mountains lie alang �he western side a�'the Elsinare faul� za�e� while th�e Perrls Biock is loca�ed along the eastern side of t�e fault zan�. The mountainous regions are underfain by Pre-Cretaceousf inetased�me�tary and me�avolcanic rac�cs and Cretaceaus pi�ton�c racks ofi rh� Southern Califarr�ia BatF�oiith. �"ertiary and Quaternary roc[�s are generaify comprised of nan-marine sediments cans�sting af sands�ane, muds�on�s� conglamerates, and o�casionaZ �olranic un�ks, A map 4� �he regional geoiogy Is preser€�ed on the Regianal GealogiG Map, Figure 2. ,3.� Caca!Geolaqy and Soil Conditions Based on our review of availahle geologi�aI and gev�e�hnical fiterature, curren� field mapping� and �7 explvratary bvr�ngs, the site is primari�y under�ain by �r�iffcial fills �engineered} and Q�a�err�ary Pauba 1 `'-��' Formafion 5�ndston�, Each ur�it is described in greater detaii belaw and presented wikF�in t�e geotechnica� exp[oratory b�rings lags �Appendix B). The approximate locations of the vbserUed 4eologic units are depicted an the Geotechnical Map, Riate 1. * En4ineered Comaacted Artifc�al „F�„�,��,,,,,����,��,�,d �ma�symhul; Afc}� A rnixture ot previously placed engi�eered compacted artificial fifls appears to be presen� on the s�rFace vF the sit�. The approximate depth af these materialsr whe�e explored� ra�ged from approximate�y 10 feet ta 35 feet� depending on surface elevations. Th� campac�ed artiFi�ial FIls are predamit�a�ely comprised generally o� sand, 511ty sand, and clayey sand with same sandy sil'�, which were �ar�o�s shades �f oll�e, brown, arange and tan, dry ko moist and rnedi�sm der�5e to very�ense. The sandier a�eas w�re alsv �ocally t'riah�e. An oider previvus�y placed engir�eered FII conta�k was Qbserved wi�hin boring B-1. at a depkh af approxima�e[y 1� feet ar�d is c�arac�erized hy increased oxidafiion s�ining and some clays. • Qu��ernar_y Pau�a_Form�tian— Sar�d��Qn�„I!�ember (map�ymbol: �ps) — This �edrock unit cons�s�s p�edominate�y o� tight brown ta orange� fir�e- to coarse-grained sar�dstone a�d siity sandstvne wit� inter-heds af �layey silt�tane� sar�dy si[t�one, and si�tstone. Th� unit is ger�erally massiveiy- ko khi�kly-bedded� �irze �o coarse grained, dry ta mois�, and [�ard �o very hard, This unit is a P[eistocene sedim�ntary unit which has been fau�ted by t�e Temecufa-Elsinvre Fault Sy�tem ir� r�e recent past however no ev�d�nce of�ctive faulting was noted wi�hin �he proposed b�ilding fooEprin� which is outs�de o�tF�e ori�fnal fault se�back zone as jndi�a�ed by 5chaefer Dixon� �.987. r .� � ��� � ir ■ ��wwwrr�wi - Projett lY�. 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' • ��, ` � :�1. � ' ■ -"�r`.,•.' , . � ' � � �� t� • ��* F r �' •;;=':' � � _ � . � � ��:'' - .�ryM., ,3�, ra-.: ��,si'��.""�, ..w•r,� .�ty � ��y�`ti `\ � f' �L•��.���1. y• ,.�...,�� �,`: •-: �y'• �i,�y��t: n• . e Qi r r� �\ • � � �1 ir: ' �r..i!* �:'�,•?.:► . + f�, ' ',j;• e� R Li�'�a�;;\ � { �, a *; -4�;_�y ,` ,. . _ L � r ������ � �i � ���4•� :`r , j ff ��t�1 ■ � a � �� •~ '�'• '%- �. :�' �'r� '�ti ��L� ��A�,: �� � Mt � � L r ° !, Arr vrt �� �. , � �,� , �;.� ;.:. :��:��� :�� R � ,p L�ti � � � ' ;,i�.t L-EG�t+YD, � � ���\ A� ` !• r �t �. ti '� r k r � ■ r: ��`•�.���� . • � ��' ,. k ��s=_dit���lr�ary�a��a�drm�llan: - � �'titi`1 � ' '; �'.^�Y '-�p� ; �-��+liistan�.M�rit�es ���}f1 '1 r �r ��• � - �y�- Yau�g Ailur�lal Chanr�el Deposi[s GeQlogic Cantacl Fautf Trace G�QL�i�;r�1��;orrTkfF�Rv1�1i�RIE�A7.5'�LIAE]RANGLE RiVERSID�CdUNTI',CALIFaRNIA:A ..... t�ottedwt�arara+,ceateQ� I�33G,1'I'AL aA�`AE3AS�.5l.E�tSldhl'1:Q By�+4.P.Kennedyl AND D.M.Morion1 �DI�I�I C}�f��a��by'#'#a���t l�;:Alva�z'�,and Greg i4�artar�3 "��. Sedding Altit�ds �i.���1#icir�€���b�Og�G�u�+r�y��.Q�'�r��xes.CA �.Lt.S.`Gec��p�i�$i�f�'�y+.Cldpl:�ts�,��s�lF�.$ciences,�niversiiy a�Califarnia Riverside.CA ""`� Faliafian Aitilude �.D��=�#��riFi'S�I��jces��ilr�lyet�ily.ai Catifornia,Ri�ers[de,CA _ Pro'ect Name .l�HN HiNE SUBAR€J fIGURE� �Pro'ectiVa. G14-��s6-1� R��I�hlAL GEC]L�GIC MAP ����.1 En . RLGILO� �� Scale N�T T�SGA�.E - Date o�ro���20��,[R�VISEQ FEBRURRY Pi316y 3.3 l.�n�l'slides Review of geologic literature and our geolagie mapping oF the property does Rot indicate t�e presen�e of �� landsfides on or directiy ad�acent to the site.The �a�enfiial For t�e exis�en�e of Iartdslides i� oonsidered�ery law. 3,� Gro ndHr ter DuNng �he prevfous gEatecC��i�al investigation grourrdwater was �ncountered a� a dep#h of appraxlmately 49 feet be�ow a surFace eleva�ion oF approxima�ly �,D50 feet ([.GC� 2Q�.S}, Gro�r�dwater seepage was encountered �t approxima�ely �.4 fe�� to ifi feet below the �xisting surFace near the b�rocic contact und�rlyin�the exis#ing rAmpacted artificiaf fill wit�in fault trench F1'-1. Historicai groundwater depths in th�area have been within the upper 5 fee��a�he southwestem parti�n af DLR drive. �ur projec�s�te �as demonstrated a perclzed groundwater layer� Cn FT-�.� a� appraxima�ely 1,� �eer ko 1�feet below ��e existing ground surFace efe�atian of a�auk �.��5 feek For ar� ��imated elevation af 1D09 MSL ta ��11 MSL (See P�at� 7.}. A review af the 1Nater Data Library does not have direr.t onsite informativn regarding recent or historical da�. D�t� within Q.3 rniles ta th� eask and south o�the project indi�ated hisrorical gra�ndwater depths rar�gtng fram abaut 25 �ee� t� �4 f�k belaw khe gmund surFace. Recent groundwater elevariuns fo�-t�is year Indicate that the grvundwater et�vation �s 3�3 fee� belaw the gro�nd surface.Ther�fore�i�is does na�indicate a �a�strafnt for the pro�osed dev��opment, 3.5 Cawina ' Caving w�s nok enca�ntered in ti�e exploraEary geo�ech�ical barings; h�wever, �aviRg did vccur wit�in excavations made into the saturated so�fs durin� our fault investigation. 3.6 ��x�fac�e��#� �� Based on our review af the site� shee� flavu is �o t�e west and southw�st �oward the e�cisting detentian basm. 5urface wa�er runaff re�ative t� pro�eet design Fs t�e purview of the pro�ect civil engmeer and shauld be deslgned to be direc�ed away frvm the proPosed structures and walfs. 3.7 ,S��e1��r���T���!,�' Based ❑n �he genera[ settEernent characteristics of t�e compacted fll, as wetl as the afarementioned overexcavatlan recommer�dations ar�d anticipated laading� ifi is es�ima�ed tliat �h� total se�tlemenf of cnnventivnal �'vatings will he approximate�y ❑.5� inch. �ifF�renkial set�lemen� is expected to be 0.2�-inch a�er 30 fee�, with angu�ar distor�io� of �.,7��. It fs anticipa�ed t�aE t�e majority of the se�tlement wil� occur d�ring constru�tion or shortly thereafter as buildiRg �oads are applied. The a�ve se�ement est�ma�es are based an ��e as5urnpfi�on ��at �h� grading wilf he perfarmed ir€ accordance witFt �h� grading r�c�mmendations presented in this r�pvrt �nd �hat the projec� geotechnica[ consultan�wt11 observe ar tes�t�re soil and�ar bedroc�C canditions in the Footing excavations. .3.8 ��vr�►�o�Testina l.abaratory testing af the ��site soil was p�rtarrned an representative samples obtained From the bnri�gs an� inc�uded in�si�u density and moistUre, sulfate and ci�laride con�en�, resis�ivityr pH� expansian Indexf R- value� consalida�ion ar�d direcr shear. A di5��ssion af�he tQsts perFormed and a summary of the re�uFts are presented in Appendix C. These resul�s shou[d be co�firmed at the comp�etion o�s�te ronstruction. 5ul�ate tes�ing vf represent��ive sike sall �ndlcated negl�gible amaun� o� solub�e sulfake ("Negligible" per ACI 318R-05, Table 4.3.�,}. Chloride testfr�g af representative si�e sa1[ in�icated a negligihle amoun� of �hlvride �"Negli�ible" per ACI 318ft-05, 7ab�e �4.�4.�,}. Corrasion �es�ang of r�presentative soil indicafied a � � mod�rate corrosion patential�a burl�d rnetals d�e�o resistivity. �_-� ProjeGt No. G14-.IZ65-15 February.t 1�,ZDI6 Page 7 4.0 DETA�LE�FAULT2,�11G F1'NDINGS �.Y Faultina��enriew _ � The gealogic s�ru�ture of�h� Southern CaliForn�a area is dominated mainly by nor�hwest-trending fau�t� associaked wikh khe San Andreas systern. Faults such as�the Newport-Tnglewood� Whi�tier� El�invre� 5ar� ���i�ka and San Andreas are major faults in this system and afe known �a be active and may prod�ce moderate to strflng ground shalcing during an eart�q�aak�. In additian, �he 5an Ar�dreas, Els�nore and San Jacinta faults are known ta �ar►e ruptUred ti�e ground sUrtaee in historlc�imes. Faults �ac�ive, patentially a�ti��, or inactive} are k�awn �� project through the site. The site daes �ie within a hazard zv�e as defined by t�e 5tate of�alifarnia in the Alquist-Priol❑ Ea�thquake Fauit Hazard zor�ing A�� as wel� as�he County Fauft Zvne, and a City of Temeeula Fault Zone,'Ti�e 1Nifdomar F�ul�was not encoun�ered on the si�e, The follawing prv�ides a summary of the faulting directiy observed dvring our faul� inv�s�iga��on. • F�ylt Trench FT-1 Faufk Trench FT 1 w�s excavated roughly perpendi�ular to �he mappe� trend flf the 1Nildamar FauE� �one. T�is trer�ch was apprQximately �75 fee� in lertg�� and to a maximum deptf� vf approximately ].9 Feet below exs5ting ground surface ��ee Plate 1}. The majority oF the trenc� general[y �xpased �rtifs�ial fill direct[y over[ying Pauba Fvrmakian bedrock. Mul�iple minor fault breaks were mapp�d within the Pauba Farrnatian (see Pl��e�}. These fault breaks coincided wi�h bo�h the aerial phato lineamerrt and the previous geotec�nica� reparts by P�tr� ar�d Schaefer Dixon. Therefore, we concur wjth 5chae€er Dixon's publi�hed �n�erpre�ation of thes� minor fault hreaks as pofientially acti�e faulting hu� is not indicative af the rna,�vr confinuou� faultin� within the previously r�pvrted Wiidomar Fault�one set6adc baundary�see P�ate Z}, • - Fault Trer�ci� FT-Z was excava�ed approxirnatQly 158 tee� to ��7 f�et n�rth nf FT� �o Ior_ate the �� � po�entialEy ac�ive fault e�countered in Ff'-I, transecking th� site {s�e Plate i). This trench was � approximately�77 feet in Eength, a maximum o��pproxima�ely 7 feet deep� and exposed ar�ificial �II vverlying Pauba Formatian �edrock. Mu��iple mina� faul� hreaksr whic� coincided wikl� �oth the aerial p�oto [ineament ar�d previous �eo�echnica� reports, were encou�tered s�owing ev�dence af p�tenr�aliy a�tive faultin� {see plate 3}. • Fault Tren�h FT�3 FaUlt Trer�c� FT 3 was excava�ed approximately �.47 feek to �,49 fee�soukh aF FT�. fo lo�ake khe potentially ac�ive fault encoun�ered in FT�. �ransec�ing the siCe. This trench was approximately �.48 fe�t in length� a max�rnum of �pprax�mately 6 feet d�ep, and expvsed Pauba Forma�i�n. Multiple mi�or fau�� �reaks, which coincided wi�[� bat� fif�e aeria[ phota liReamer�t ar�d previo[�s geotechnical reports� wer� encountered �labeied FT-3 a� accompanying geotechnical map} shvwing evidence of poten��ally active faulting �see Plate 4}. fln�5ite V{lildoma�,�����,�one �iscussion Stated in ti�e CDMC Spec�a! Publi�aEivn, "Fau�t-i�upture Ha�ard Zones in California"� a fault is defined as� "a s�r�eture or zan� vf Glose[y assacia�ed fr�ctures a1a�g w�i�h rocks on one sid� h�ve been displaced wi�h respec� t� t�ose on the flther side. N[ost fa�lts are the result of repeated dispiacemen� tha� may �ave taken place suddenly andJor by siow cr�ep." The presence of numerou� paral�el and sUhparalieC brea[cs showIng vertl�al displac�rnen� as shawr� in FT 1 thra�gh Ft�3 within the Pauba Format�on i� indicative af Fa�lting. Due to previous grading above the ❑bserved fia�l�ing, no yo�nger altuvial ar topsfli! units were able tQ be Envestigated for �ermj�a�loR aF vert�cal displa�eme�t�� thereby mak�ng an arg�ment for inactivity sciert��Fically unprovahle. In addition� the fault trench logs far From Scl�aefer Dixan's Investigatians are ,,.�_.. �ow available and appear ko genera�ly concur with the su�surFace �anditions as four�d ir� aur fault � � Pmject 1310, GI4-��66-�5 FebrUary 1��,2��5 Page 8 in�e�igation reportEng. Mulriple pv�er�tially a�ve minar discvnbinuous fau�ts as 'mapped by 5chaefer Dixo� are noted on Plates �-�. Pakenkially Ac�ive is defined by For this pr�ject, as ev�d�nce of pre�ious �""� Faulting t�at doe� r�at currentiy indica�e ackrvi�y wit�ir� the las� 10�00� yeais, buk may �a�e had �._ ,�' movement priar to Z,��0,��0 years befare presentj �rowever has the poten�ial to have rninor sympakhetic movemer�t due to proximity of Known nearby a�tive faults, which may prone to Future earthq�ak� and �auitir�� ac�i��ty. T�e s�rface r�p��re �oten�ial is cortsidered remote; t�awever minar syrnpatF��tic movem�r�t is always possi�Ie. The�e is �vidence within ali three (3) faul��renc� excavations of previaus discankin�aus faulting and fracturing within tf�� P��is�acene age Pauba Farmation bedrock. There currentiy was a �ack o�a�ailabiliky oF na�ura� sail tv nvte the age rela��onships due to previous site ro�agh grading. However an establ�she� "A�ive Fault �arte Sekback" wa5 no�ed on the 5chaefer Dixan �.987 �eatechn�eaf Map which pravided a defir��tive boUndary For �he iimi�ations of building develapmeni�, howe�er th�re was na established bu�fding limitatfvns within the rernaining portion af the prvject site where the current praposed parkfng sfixuctUres proposed, Therefore based vn S�haefer Dixon i987 Ge�technical Map any fau[t Features outside ❑F their "Active Fault �on� 5etback" wor�ld he c�n�idered alde�than lO,OQ❑years and at least Pleistacer�� in age. L�C has reviewed and canc�rs wikh the previo�siy pu�li5i�ed fi�dir�gs and accepted active fault setback by Sc�aefer-Dixon. 4.2 Secon��ry_Se►snai�.�',�fects' 5econdary effec�s oF sefsmi�shaki�g resulting from large earthquakes on�he majvr faui�s In the sou�hern �aliforn�a r�gion� w�ich may affec# the site, in��ude soif Eiq�aefaction and dynamic settlerner�t. Other $Econd�ry seismic e�fects jnc�ud� shalEaw grourid rupture� lakeral spreading, seiches and ts�[namis. �n �enera�, these secondary effects of sefsrnic shaking are a pass'tb�li�}► �hra�ghout the Southern Califvrnia region and ar�depend�nt an the disfiance �etween �he site and causativ� fault and khe onsite gealogy, I� additian to the dv�umented aforemen�i�ned V1liidomar Fault, major active fa�lts within 1� miles o� the subject siEe that could produce these secandary efFecrs are t�e EEsi�are-Ternecula �Willard� FauIE �5.33mi}. A r�sk assessmen�o�the seGondary ef�ecfs o�fa�lting is provfded in the fal�owing sec.tivns. �`-, ,4 � � 4r.3 �Ll�:'fs7Cf'1D11 l�quefaction is a seismic phenomenon in wnich loose� saturated� granular sails heha�e similar�y to a ffuid when �ubject to hign-intenstty ground sh�king. LEquefa�tion occurs when three general condi�ions exist: i} shal��w groundwater; �} !ow den�ity nar�-cQhesi�e (grar�ul�r} soils; and 3} [�igh-intensity ground motian. Studies i�dicate tha� sat�rated� loo�e to medium dense� near surFace cohesianless �ai�s exhibit �he highest liquefaction potential� wh�ile dry� dense� cvhes�anless soils and �ahesive soils exhibi� law to negffgihle liq�aefaction pote�tial. The sit�e is lacated within a Rlverside�o��ty designated liquefactian zvne. Hawe�er, farmatianal bedrac�c were encour�tered near the depk€� gra�nd water was e���un�er�d and engir�eered campacted arti�cial f�ll was direc�ly�verlying �he bedrack.Therefore� the paten�a[ �or I�qr�eF�crt�a� is considered rernote. 4.4 re The potential for shal�vw g�aund rupture is cans�dered maderate a�the proposed temporary p�rking site due ta pote�tially acti�e fauEfs an si�e. Graund rupt�re is expected t� be contain�d within th� recomrnend�d fau��sethack aone, although it is a possihility at a�y site. Crac�Cing heca�s�oF shaking from nearby �r dis�an�seismic eve�ts �s not cansidered a sigr�ifi�r�r hazard, alfihough �t is a possibility at a�y site. � 4.3' _t��e_r_���x�r�eadins' l��eral spreading is the oukward and dawnward mvveme�� oF sofl adjacenr t� a des�er�ding slvpe t�a� _ ocrurs during a seismic e�ent and is usu�lly assac�ated with �iquefac�ion of�sndertying soifs. This typi�ally ( �, occurs ad�acent ta dr�inage chann�ls as the a1"fected soil moves latera[ly inEo khe open channel area.The �• Prpject Nv. G.�4-.i�66-1� February Z.I,.2�.t 6 Page 9 potential for �ateral spreading is conside�ed rernv�e due fio engfneered campacted ar��Ficial fill dfrec�ly a�er[ying moder�tely hard ta hard formatio�al hedracK. �.6 Ts nam► ar�d i h s � Based on the e2evat�an af the proposed de�elopmenC ak t�e site wit[� respec�ta se� le�el and its dis�ance from large apen b�di�s aF wa��r, the potential of se�ches andjor t�unamis is cansidered ta be nil. �� .5eis�i�i�y The seisrnic design parameters were de�ermined b�sed or� rh� z�13 CB�. Site covrdinates of 3�.5100° N, -�.X7.1.5�i° W were used to derlve the seismic parameters presenked b�lvw. The Seismic D�sign Categvey is cons�d�red Z ar IZ �L1SG5, 2D�.fi). The Mean Peak Grvund Aeceieratiar� �PGAm} i5 U.8z4 g �lJSGS� �a16}. TAB�.E,� Seismic 5oi1 Des� n Rararne�ers �013 C$C Sectivr�1� �� Sike Class Deflni��on 4Table 15�3.5.�} D Mapped 5pectra! Response Ac�eleration Param�ter 5s �far❑.�second} (�igure 15X3.5�3}} �.,99 Mapped 5pectrai Respor�se Acceleration Parameter,S� (F�r �.�secand) {Figure 1613.5�4)} D.B� S��e�oeffrcient Fa (short period} (Table �.�i3.5.3��.}� 1,❑ Si�e CoefFicient FY {1-second periad��Table 1,6��.5.�(2}) 1.5 A�j���ed Maxirn�m Considered Earthquak� (NiC�} �pectral Response i4cc�lerativn Parameter S�s �.9� shart eriod E , 1�6-37 � Adjusted Maximum Cons�dered Earti�quake �MC�}Spectral ReSpanse Acceleratian Pararneter 5r�� �.�3 �.-secand e�iad E . 1G-38 � Design Spec�ai Respanse Acceleration Parameter� 5��short periad}�Eq. ifi�39� 1.33 Design SpeckraI Respanse Accelerarion Parameter� 5a� ti-second perlvd} �Eq. �6-4fl} 0,82 The fio�lowing r�bfe is camprised aF a list of the significant faufts focated within 100 km o�t�e propvsed projec� �ike. We na�e also ir�cluded ti�� Maximum Earthquake Magnitude for e�ch of these FauIts. � Pro�ect I�o. G19��266-15 Fe6ruar}�.�,t�2p,16 Page�0 �A6LE 2 �� nt�Fau1�r in Proximi af e Pro ect Si e AIB�R�'VI�T►�L�FAU,�T NAME '' '�pP����ATEDISTANCE 1, MAX�MLIM�4RTH�CI.�K� km �M'AGN17'UD� w Eisinore Temecula -Wildamar �.�1 G.5 Efsinor�Temecula -Willard 1�,2 5.8 �Isinare-]uli�n 19.6 7,�, �Isinore-Gien x Z3.� 6.8 5an Jacin�o-San Jacintc�Vafla 33.9 6.9 New ort-in iewovd �ffshvre 45.1 fi.9 Cf�ino-Central Ave, 5�.9 6,7 1Nt�itt[er 59.4 �,g San Andreas- San Bernardin� 5�.fi 7.3 Earth uake Valle 64.1 5.5 Coranado Bank � 72.� 7.4 Pinto Mountain 73.� 7.0 Pafas Verdes 77.3 7.�. E� si�n P�rk Thrust Si.� 5,7 NQr�h Frantal Fault�vne 8Z.1 7,a Cu�amvn a 8,�.7 7.0 Cam �on 7hrust 83.4 fi.8 San.�ose 84.� fi.5 CI horn 85.9 5,5 5ierra Madre 89.2 7.� �� Sa�r�e: EQFAI�LT For Wfnd�ws Verston �,�Db � r `� The Foflowing�able is a iist that is�amprised of khe significan�seism�c �vents throughouk the sauthern Cafifvrnia r�gion o�er the las� 100 years. ,TA�H�CE 3 .Si�►�c��t�S_ei�mic,�veni�in Proximitv of rhe_Prole�.S��+g FAl4TH UAfCE 1VAME M,AGAI,�1'UDF Mw . , ' ,D�4TE TIME Efsinare �a�h u�ke s.0 Ma ].5 1.9�U 7;47 am l.vn Beach Eart� uake 6.4 March 10 19�3 5.54 m San�acinta Earth uake 6.8 A rif Z1. 19�.g 2.�� m l�lhite Wash �arth uake 5.5 Februa �5 x98Q 2:4B am C€�ir�❑ Hifls Ear� uak� 5.4 .IuI 29 2008 1,�:�42 am Nar�h 5art 3acinfia Fault Earth uake E.3 Jul z� �.9�3 �.1.:�8 m Landers Earth ua�Ce 7',3 �une�B 199� 4:57'am Desert Ha�5 rin s Earth �ake 5.0 December 4 1948 3c43 m Anza Ga Ea�th ualc� 4.8 JUne �.5 X9S� 4:4g m San]acin�o Fau���Terwiifiger Valley} �,p M�r�h Z�� i93?/ 8;49 arn Eart� �ake Barre o Mounfain Ear�h �ake G,5 A ril 8 1968 �:�9 m Source: http:J�seedc.caftech.edu�slgniFcan�/index.html � Pmjec[�N�. G.14-1�66-15 February I.T, �0�6 Paye i1 �.o ca►vccUsronrs��vp R �o � r.� s � 4.I Ge,� neral Based on the resulks of our current geotechnical a�d fault inveskigations� it is our opin3on that khe propased developmer�t is Feasible �rorn a geatechnical ar�d geolvgic standpoint, pro�ided �I�e following recvmmendations are incorporated into fi�e design criter�a and pra�ect speciFcatians. 1Nhen actual grading p�an� far the site ar�d foundatian�strUctural plans fnr the proposed develapme�nt are avail�blef � �am r hen i�e � n re ' ❑ e armed hi firrn. �epending on the result�, addi��orral recammendatio�s may be �ec�ssary Ear geotec�nical design parame�ers for bvth earthwark and foundativns. Gradi�tg s�auld be cand�Gt�d fn ac�ordance with local codes� the recomm�nd�tions within this report�ar�d F�ture pian reviews, zt is also our optnion tha'�the p�apased constructEon and grading will r�of adversely impac�fi�e gevlog�c stahility o�adjoir�ing properties. Tf�e follawi�g is a summary of tF�e primary gevrec�nical factors dete�mined fram o�r geatec[�nical i�v�skig�tian: ■ ��ecl �n our subsurFace exploratian and review o� pert�nent geolagIc maps and reports, �he surface sail on the site is �reviously placed engineered compacted artiFci�1 fill that is underlair� by hedrack of the Quaternary Pauba Fomrra�ian. ■ There�re n� ider�tiFfed lar�dslides impacting the si�e. , � Groundwa�er is not oon5idered a constrainfi far the proposed temporary par[cing. ■ Th� �ite is Zac�ted within a 5ta�e o� Gafi�arnia Alqvis�-Pri4lo �arthquake Fault �vne and CoUnky vf , Riverside FauEt Zone � ,, � Ac�ive flr po�en�ially a�tive faul�s are known to exis� ❑n #he site wi�hin t�e previous and curr�nt � updated 5e�bac�t areas. gased ❑n review of referenaed previousiy prepared geotechnlcal reparts� City af Temecula map, Ca�snty af Ri�erside map, regional geological maps, and our Fault tren�hing� it�s o�r professional opinion thafi t�e main ma�ar�ontin�ous t�a�e af�he 1Nildornar fauft is [ocated directly adjacent �a fihe afignm�nt vf DLR �Driv� �Pl�ke ��. Thss also concurs wfth the previous ap�r�ved f�ult setba�k des�gnated �y Schae�er C7ixon in their 1967 Repvrt(ApRendix A and E} ■ Paten4ally Ac�ive faul�s were survey by Paul Losica Land Surveying �Appendix A} and ar� IocaEed in �he GeoEechnical Map(Pla�e 1}. � The potentsal for liquefaction is cor�sid�red rerno�e. � i�is LGC's professional apinivn to up�aki khe prevfously Caunty of Riverside accepted fault setback, as det�Rni�ed by 5c�aefer Dixvn Assaciates, aivng �ear t�e �LR Drive rlght vf way �See Plare �. and Appendix E� � Labara��ry kes� resuits of the upper sails (artif�ciaf frll} indicafie a v�ry lvw �xpansion pvtential; a neg�igib�e pa�e��i�l for salubie sulf��e�ffect� on norma� co�c�ete; and negligibie c�rloride eff� an rein�orCing steel. � Labora�ary test result�af the soll en�ounter�d indicat�cf t�a�onsite oampacted fill has a mvderate corros�vn potential to b�ried me�als. ■ F�am a geotechnical p�rspect�ver the existir�g onsite soils appear to be suitable materiai For use as fill, pravid�d they are re�a�i�ely Free From roctcs �larger thar� 6 inches in max�mum d�mensior�}� constru�tlor� dehris, a�d organlc mate�iaL I�is an�icipated thak tl�e or�site soils may be exca�ated wit� canventianal h�avy-dutiy canstruction equipme��. �.� Projec�No. G14-��6S-IS Fe6ruary.��,.20.I6 Page.I� ��� 5.A GFULaGIC CdNSIDERAT34N5 � 5.I Slo�es Na nat�ral s�opes ar existing f�il slopes with ad�erse cor�ditia�ns are antiGipated. 5.2 Acti�e Fau![�in4 Act�ve faulting assoc�ated with the Wtldamar Faulk Zane was ��t encvunterecl wi�hin the curr�r�t gev�agic fau�t study of t�e site. A prev�Q�sly designated s�ruct�ral se�baG�C xone was establlshed extending at ieast appr�xima�ely 50 �ee� an boxi� sid�s of the �Cnvwn fa�lt zar�e �Sc�afer Dixon� 87}. Tlze �vcativn of t�e �etbacK zane �s shvwn vn Plate �. No s�ctures �or human accupancy shvuld be cons�ructed within this �one. Human oceu,aancv Is defne�d by the.5tate af C�lifornia as anv structure tha�is inhabi�e�d more tfran ?pOD ma__n_ha_urs_pe�ear. A I�tker prvvided by the�lien� whicf� states the hvurs af oc��pancy is prov�ded �Appendix A}. Ther�Fare, thjs does nak preciude planr�ing s�ree�s. parkin� areas, park'rng structur�s, recreational areas� septic sys�ems vr open space within this zone. A series af fractures� rninor- �au[ts� and shear zor�es were located �vit�in #au�t �renches FT-1. tr�rough 3 as depicted by �he fa�[k trenc�t fogs presented in P�ates � through 4. These features were r�oted within the �uater�rary Pauba Formation and d�d no� �rave Ivcafi�ed kopsoI! or a![�vi�l depnsits to cre�te a sufficieRt age relationship fo�th� features �oca�ed within the pofer���al building area of this project. However, with the revi�v�r a�Schaefer Dlxon's �.9B7 fa��t map and reparting its eviden�t�ere w�s na setback designatian within �his area t� con�ain ac�i�e �a�lting.Tt�e sepa�atian vf minor fracrures and rnln�r discont�nua�s faults� as it related fo it�e lor�l faul�ing,was not�lassified as requiring a setbaGk xone withfn the projec�s�te. �ur interpret�atian a�F t�is inFormation is as such t�at there was na vlsible expression of active faulting within r��` rhe Trench H (Schaefer Dixan� �.9B7� exravatfon as i� existed prior to the subjecr sire being graded. ' '1"herefare we have indi�a�ed khis area as "�oter�tially Ar�ive" and wfll rerommend additiar�al rnitig�tion �`��` measures withi� tne huifding footprint grading and the slab cans�ructi�n �nd design. 'Ct�es� recamr�endations� suc�as overexca�ab�on of th� bedrack within the parking struct�re bullding ar�a, at[east 5 feet to i0 fee� below Qroposec! grade and replaGing wik� compacted fi[I� pos�tens�oni�g slab design� and Tri-Axial Gr�d relnfarcemen� �an �� provid�d in a separa�e r�part for incorporativn by the skructural engineer ta the proposed building design. 3.3 �'round�ra�er Adverse effects an the proposed de�eiaprnent resulting from graundwater are r�ot antic�pa�ed, S.4 5uks�dence In can5iderah�n v� �he an�icipated grading, reGammended �verexca�atio�s, praposed sfr�ctures and improvemer��s and �ubsurface mare�ia[ kypes and their conditivns� unfavorable gr�und su�isid�nce is no� an�Ecipated. 5.5 s " " Landslides or surface �ailures �nrere no� observed at or directly adlacent to khe sike, As a resu�t, the p�ssi�ility of the site bei�g af�ec�ed by land StidIng is not anticipated, 5.6 ro n R ,u,� GroUnd rup�ure due �o a�tive faulting can po�en�ialfy oc�ur withi� the site, rnost likely withir� the prevlausly esta�lished fault ��t�ac�C zone. Cracking due to sh�ki�g From a seism�c event is �ot cunsidered � a significant hazard, a[�h�oug� it is a possEbility at any site. { \;� � Projec�`Na. G14-1�66-i5 Fe6ruary�.i,�n16 Page.T3 3.7 Tsunamis and Sefches � Based on t�e e�evatian vf the proposed dev��opment a�the site wikh resp�ct ta sea level and its dEs�an�e from Isrge open bodies oF waterr tY�e potential far se�che and/or tsunami is considered�o be negiigible. 6.0 S.ITf EAIQTHW�]RK 6,Y er 1' wark Rd Gra i S eciFi i Eart�work and grad�ng shauld be performed in accordar�ce with applicabfe req�irements aF the gradiRg code of the C�ty af Ternecula and in ac�ardance wlth the followi�g recamme�dations pr�pared by �h�s firm. Grading 5hould also b� performed in accordanre with the applicabfe pro�isions of �e a�tacF�e� "�eneral Earthwork and Grading Sp�ifi�ations far Ro�gh Grading" �repared �y LGC �Appendix ❑}, ur�less specifically �evised ❑r amended herein. Zn case of aar�fli�t� the failowing recomr�endatians shall supersede �h�se included �n the attached General Earthwork and Grading 5pec�Fications �ar Ra�gh Grading {Appendix L1}. C.� G teshnical q�serva�lans a�J�"es�irra Prior to the s�ar� oF grading, a mee��ng shat�ld be held a� the site with th� awner� d�veloper� grading con�r�ctvr, ��vil engineer and geatechn�cal con�ultant �a d�scuss the work scfi�edule and geo�echnir.al aspect� af the gradiRg. Rough grading� wh[ch irtclude5 clearin�� overexcavatian, scarific��ian�proc�ssirtg and fill placemen�f �hould be accamplished under fihe full-time ohsenr��ion and testing oF �he geate�hnfcal cansult�r�t. �ills should not be placed without prior approval frvm the geatechnical � cansul�ant. A r�presenka�sve �F �he project geatechnical �ons�itan� should also l�e present onsite during grading � , �pera��ons to document prop�r placemen� and compac�ian of flls� as well as to dvcument excava�ions �_J �� and compliance wi�h �he okher recornmenda�ions presented herein. 6.3 Weeds, grasse5f and trees in areas to he graded shou�d be stripped aRd hau�ed offsite, During site �r�ding, laborers should clear from fills roats, �ree brancl�es and ofiher de�ererious materials missed during c�earfig and grubbing opera�ivr�s, The prolect geotechnica� cans�ltant or his qualiFied re�reser��ative sho��d be notified at the appropriate times to provide observa�ion and tes�ing services during clearing and g�ubbing operations to ❑bserve a�d dvcurn�nt compl€ance with the abvve recvmmen�ations. In addition, burIed str�cture� or �nusual�adverse soil �ondit�ons encountered that are not anti�ipa�ed or described herei� shQutd �e braughr to the immediare attentian of the geotec[�r�€cal consultant. 6.4 nverexcavation and Ground Pnevaranan `i�e portion of ti�e ��te wh�c� is prvposed �a be develaped for �he propv��d parking �trucrure shauld be �verexcavated aboufi 5 feet �o S fee� �o as m�ch as 1a feet vf existing art�Fici�� fiEl �o expase competen� prevjous[y placed engir�eered �ompacted fill or compe�e�tt aedrack. �v�rexcavations s�ould al5v ex�end at least 5 Feet up �a �.0 feet be�ow proposed pad gr�de or 3 feet befow �he Zo�vest praposed fookiRgsr wtth�r� the buildi�ng and wal� areas, w�ichever is deeper, V4f�thin prvpased parking and raadway areas the uppe�r � �aat ka 2 feet of artificial fili shauld be overexcava�ed ro compe'�enk engineered compa�ed fill or cQmpeter�t bedrock. A�kual dept�s af averexcava�ion should be evaivated upon review of final grading and f�unda�ion plans as w��l as during gradi�g❑n the basis of observa�ions and testi�g during grading by the pro�ect geotechnical consul�an�. �� Pmje�'Na. G24-i26615 Fehruary.�1, 2�16 Pa�e 1� Priar �o p�acing er�gir�eered fi��� expo5ed bvt�am surfac�s in ea�h overexcavated:�area s�ould first be scarifed to � depth vf approxirnatefy 6 inch�s, watered or air-drled as necessary ta ac�ieve a uniForm ��� mofsture content af �p�im�m �r higher and tnen compacEed �n place to a relative�compactio� vf 9D � _ . �ercent ar rno�re[based an American Star�dard af Testing a�r� Materials [ASTM]Test Me�had D1�57�. The es�imated locations, ex�ent and appraxima�e depths for overexp�ation are 'rndic��ed an �he en�losed Geotechnical Map (Plate �.}. The geotechnical cons�lkant shauld be pravided wi�h appropriate survey staking during gradir�g ta dacumen� �hat depths andJor loeations af recvmmended �overexcavatian are adeq�rare. Sidewalls �or overexca�a�ions grea�er �han 5 feet in height s[�ouId be no s�eeper than 1:i ��:v) and . sF�auld be periodica�[y slope-�aarded durdr�g th�ir excavati�n ta remove loose surfic�a� dehti� and facili�ate mapping. Ffatter exr.avafions may he �eces�ary for stability. The grading contra€.tor wi�) need �o �ansider appropriate measures necessary ta exr_avate adjacent existing impro�eme��s adjacen��o�h� site without endangering them due t�ca�ir�g ar sloughing. 6.3' " S o es Following ov�rex�avatian of unsuitable sotls, a �5�fout wide Fill key excavated in�o compefien�alluv�al �an depvsits shou[d �e provided �� ��e �oes of filf and �If-over-cut slopes. Th� bottorn oF�he f�ll keys should be tii�ed at� p�rcent back intv t�e slop�. 5.6 _T_emaor�ar,�r�'#�6ilitv nf Excavati�s eecause bf th� recamme�nded depth of remQdial grading, the temporary s�abiiity af the excavatians on th� s��e needs ta be �onsldered. All excavations far tne prop�sed de�elopmen� sho�ld b� perfvrmed ir� accordance wit� current �SHA {�cc�pakianal Safety and Heaith Agency} regulations and t�ase af other �� r�gula�ary age�cies, as appropriate. --'� Temparary ex�avations may be cut ver�ica�iy up to Five Peet. Temporary s�ability s�auld be evaluated on a case-by-case basi5 during constr�ctian. Surta��wafer shnuld be di�erted away from the exposed cut� and not h�al�awed ko pvnd or�top of t�e excavations. Temparary c�ts s�ould not he lef�open for an extended periad of kime. 6.� F!J_5�ri�a�ilitw 5oi! rnafierfals excavared d�sring grading are genera�[y consid�red suitable for use as compacted fil[ provided t[�ey dv not con�ain signi�cank amounts a� trash� vegetation� ❑rganics ��ess than ��lo�, cor�struction debri� and aWersi�e ma�erial. 6.8 ,D,���.�Q#'Qv�r�si��Rock ��er•slze rack (�.e.� ro�k exceeding a maxim�m dimensi�n ❑F 8 inches} that may be encountered will require special hand�ing, such as affsiEe dispasal or ons��� s�ackpile to b� crushed For futur� �se, The �ispo�al of a�ersize rac�C is d�scussed En tI�e Generaf Earthwark and Gradi�g Speci�ca�ia�s for Rough Grading �Appe�dix D�. S.9 nchi Where compacted fi�ls are to be placed or� nat�ral sl�pe surtaces inclining at 5:� �h:v} or greater, t�e ground shou�d be excavated to ereaEe a serie� of �evel benc�es, which are a mfn�mum f�eigh�of 4 feet, excavated into rompeten�materIa�s. � Pra�ett�Nn. Gi4-1�66-.i� Fe6ruar�►.t1,2�1� Page�5 S,IU " PI Fills shou�d be pla�ed in li�ts no greater�an 8 iRches in unGompac�ed t�ickness� watered �r air-dried as ne�essary to achieve a ur�ifarm moisture cantent af at least oprimum mofs�u�e can�ent and ti�en ''�-- campac�ed in place tv rela�ive �ompackivn vf 90 p�rc�n� or mvre, Fiifs should be maintalned in a relarively lev�l condirion. T�e I�baratory maximum dry denslty and vptirnum mais�ur� cvn�en�for eaGh c�ange in soil type shvuld be determined ir� accordance with ASTM Test Mefihod ❑1557. Tn ger��ral, oversized mate�ia� larger than 8 inches In maxirnum dimensior� �ha�l not �e placed within ar�y fills during grading. �,1I �mport Sails fior Gradin4 Zn the ev��t import sa�ls are needed �a achieve flnal design grades� all paten�ial import rn��erfafs shou[d be free aF deteteriaus/oversize ma�erials greater th�r� 8 inche5 in d�ameter, �ery �ow in expansion� and apprQved hy�h� projecC geo�echnical �ons�ltanfi prior to�omrnen�emen�oF de���ery ansite. 6.�� Incle�nt Weatlret Zr�clement weather may cause rapid e�osion during ma�$ gradi�g and�ar constructian. Proper erosion and drainage contr�l measures shvu�d he�a�en d�rir�g periods of i���ement weaki�er ir� accardance with City aF Temec�la ar�d CaliFarni� State requiremer�ts. �.Y3 ,�±enc���fil1�r��C�r�,� `]Y�e ansite soils should generally be sui�h2e �s trenc� backFilf prvvided ik is screer�ed nf rocks and other materia[vver 3 inches in diameter and arganic matter. Trench f�ckfili should be compacted i� unifarm lifts [generally r�o� exCeeding � EnG�es i� uncvm�ac�ed t�ickness� by mechanical mear�s to 90 percen� or more refative�ompackion (per A5TM Tes�Method D1557}. � ' �f trenches are shallaw and �t�e use a� conventional eq�lprnent may result in damage to �he �tili�ies; �� cle�n sand� �a�ing sand e�uivalent �SE} of 3Q or greater, shauld be �rsed fo bed and shade the u�ilities. Sand back€if1 s�a�ld be derts�fied, The dens9fcat�on may be accamplished �y jetting or flaodi�g. � Hvwever,a represen�ative of LG�shalE observe the suh-soil canditians with�n the trench to determine the soil dr�inage caRditian potential, Silt❑r clay hearing sub-sail within the tre�ch should cansider the use o� a v�bratvry plate and then tampIng to ensure adequ��e compaction. A represen�a�ive fram LGC shv�ld observe� probe, and�est�he�ackFIl �a verify cornplia�ce with the pra�ect specifcatlons. �,4 Pl]ST�GRAD�1�1�C_UXS,I���B.��+4J11S 7.� CoQtr�I of5��� �,��f-a►�d Drai�aq�C�r��`rrvl Positive-d�ainage devices, such as sloping sidewalks� graded-swales and�flr area drains� should be provided to coltec.t and direct wat�r away fram the ��rur.ture �r�d slopes. Neither rain �or excess irrigatian water should be allawed �o callect or pond agatns� b�ilding founda�ions. Roaf gulters ar�d dowr�spvut� shouid be pra�ided on the sides oF structu�es. Drair�age shauld be directed �a ad�acent dri�eways, ad�acenk skreets or storm-drain facul�ies. Where necessary, drainage pa�hs rnay he shar�e�ed by use of area drains and collector pipes. Plar�te�s with open ho�toms adjacen� �o bufldings shauld be avoi�ed, P�anters shauld nv� be designed adjaCent to buildiRgs unless prvvissons for drainage, such as ca�ch basins� ]iC1El"5� ar�dJor area drair�s� are made. �ver watering m�ast be a�oided. 7.� Utili Tnenc es Lltility-trench backf�ll wj�htn roadways, u�ility easement�, unde� walls� sidewal�cs� driveways, Flanr slahs and any at�er strucEur�s ❑r impra�emen�s shoufd be campa�ed. The �nsite soils should gene;a[!y be {r 1 � P�ojec�'No. G1$-,1�66-i5 Fe6r�ary�1,24i6 Pag�.�6 suita�i�as tren�h b�ckfill provided they are screened af ro�ks and other m��erial �ver 3 inches in diameter and arganic mat��r. Trench baeEdfl shoUld he compacted in uniForrn lit�s (generally nok exce�di�g 5 inc�es ���� ta 8 inc�es in ��ovmpacted t�ickness} hy mechaNcal means ko ak least 9D percent relativ� density tper �•�.__ �' ASTM TesC Method DZ557}, WherE ❑ns��e soi�s are utilixed as hackfill, mechanica! compaction shauld h� u�ed. �ens�ty �esking� alvng witi� probing, shvufd be perForrned by th� projecfi geoke�tzn�cal cansul#ant or his representative� to dvcum�n�praper cvmpaction. zf trenches are shallaw a�d the use oF can�entianal e�uipmen� may result in damage �o Ehe utilities; clean sand� having sand equivalent �5E} nf 30 or grea�er� should be used to bed and shade the utilities. Sand backffl should be densified. T�re densifica�ion may be accamplished by jetting or floading and then tamping to ensure adequate cnmpactian. A represen�ative �rom LGC sl�o�ld abserve, prabe.and tes�tF�e backf[l!to verify c�mpfia�c�w�th Ei�e prvject speciFcations. Utility-trench sidewalls deeper than 5 Fee�shauld be laid back at a ratio vf�.:�. (h:v} or flaiter or hraced. A trench �x may be used �n lieu o� sh�rEng. If sharing is an��ipared� I�GC shauld be can�acted to provide de�ig r� parame�ers. To avoid point-laads and suhseq�en� d�stress �o clay, cemen� or plastic pip�� imported sand bedding s�ou�d b� pl�ced 1 foat ar more abvve piRe in areas where excava�ed trenc� ma�er�als ro�tain signiFr.�nt cobb�es. 5and-beddi�g materials should be carnpac�ed and te�ted prior to pla�emer�t of backf�ll. Where uti�ity trenches are proposed parall�� ta bUifding footings �interior and�or exrerior �rer�ches�. the bottom of the trench shauld �a� be laca�ed wit�rin a �.:i. (h:v) pfane projected dowRward from the out�ide � bat�om edge of t�re adja�ent Fno�ing. � B.l]„�'RE'LFM�'NAR�'FQUNDA T��N DESIGN RFC�MMF f�,,�,,�,�Q,� � . �Y 8.Y e e a1 � Pravided that sl�e grading is per#ormed in aceardan�� witF� khe r�comm�r+dakions af this repart, �or�ventional shallnw fa�ndatiar�s are considered feasible for supp�rt of the proposed garage stru�tures, DuQ tv khe proximity of the proposed access ramp fflr the proposed parking structure ta rhe exis��ng fill slape a deep pier and grade beam foundat�vn sy5tem wil! be required on fi�ese areas. T��tative faundatian recarnrner�da�ivns are provided herei�. However� �hese recommendations may require modification dep�nding vn as-graded condit�ons existing wifi[�ir� �he praposed huifding �reas upon comp[e�ian o�grading. �.� �1Ln�ra�iL��ea�ci�q��LN�s IG�raqe,,:s,�'r�cturel An allowab�e-hearjng value o�2,��0 pounds per �quare foot �psf} may be used far �4-inch sq�are p�d Faotings and 18-inch or mvre wide �o�tinuaus footir�gs Faunded campletely within competent compacted fill or cornpe�er�� bedrock at a depth oF 2� fnches �r mare he�ow the low�s� ad�acent fnaE grade. Tl�is val�e may be increased by ZO per�en�far each addltional toot ai�width and depth, to a �alue na grea�er than 3,dD� psF. A Fa�tvr of �a�eky greater th�n � was used in evaluating t�re abv�e bearing capa�ity values, The recommend�d aHaw�h�e-bearing �alue lnciudes fac�fh dead �nd live loads and may be increased hy a�e�third for shor�-d�ra�ivn wind and seisrnic farces. 8.3 Allowable-Be�r��a Va�ues„(,�,��rs forAcce�s Rame1 I� is recamm�r�d Ehat ti�e piers may be designed as end-bearEng piers based upor� an allawable end beartn� pressure of 2�,50D pounds per square foa� (ps�} Fvr a min€mum Z4-in�h diame�er and mEnimum �U�foot deep p�er. Based upvn topagrap�Fc and gealogic cor�sidera�ions� we re�omm�nd a minimum �atal , pier dep�h o��� Fe�k for the str�ctures adjacenk tv the tap of t�e descendEns s1oAe and/or within a sIape, �' Project No. G�4-.i266-15 F�bruary 11,2D.16 Page 1� The upper 5 feet in khis area, adjacen�ta�he tiop aF�he descending slope or v�itf�in a sfvpe, should not be �o�sidered For lateral support of the piers. The p�er excava�ions should aEso b� at least 5 fee� i�ro campeten� engineered �II or cornpeter�t bedro�k. The sui�able sp�cing of the �ier shvu[d be witi�in �he sole p�rview o�the pr�je�s�rur,tural eng�nee�bu�shvu�d �e no more than 1��eet or�cer�ter. � 7he installaaon vf pi�es fs cri�cal to e�sure successf�l p�rformartce of the faurrda�ions. &-�sed an a�r f�eld expbr�tion, groundwa�er at the site is no� an�icipa�ed during dri[ling. However nuisance water seepage cauld be encountered ir� fo�a[ized area�. Extreme care in drilli�g, plaGeme�t af khe s�eef reinforcing and cancrete wilE be essential ta the qu�lity of the pro,�ect. It may he necessary to�lean vufi the b�ttom of the boring oF loase or disturbed �ompacted fill vr hedrvck, �an�reke placement hy p�mping and tremie tub� sfiarting fram t�-ie hottom of �he pi[e boring is necessary ta d�velap ti�e recommended ��in ��ictivn. �ancrete placement shautd be can�inuous, Concrete s�o�ld achieve a minimurn �ompressive sfirength of 3,��� psi in Z8 days. 8.4 Settfem�r�t Based or� the geReral settEement charac�eri�tics of the camPacted f I!; a5 we�l as the afaremen�ioned o�erexca�ati�n re�ammendations and anticipa�ed laading, it is �srim�ted �hat the total set�lement o� conve�tionai fvotings w�(I be appraxim�fely�.5� inch. Qifferential settlernent is expec�ed �o be 0.�5-inch over 3� Fee�, wlth anguiar distortion o� �.:72D. It is ankicipated that �he malo�Ity af'�he set�lernent wi[I occur during construc.tion or shortly thereaf�er as b�ild�ng [oads are appl[ed. The aba�e set��ement estima�es are hased on the as�umptiorr that khe grad�ng will be perfoimed in accardance witi� the gradir�g recomme�rdation� presen��d in t�is report and thar the p�oject geot�chnical . �vnsultant will abse�ve ar�esk the soil and�or bedrack cvndltions I�the footing excavat[ons, 8.5 Cateral R�si��anGe A passiv� ear�h pressure oF 250 psf per fovt of depkh ta a maximum val�e �p to Z,OOa psf may be �sed to determine lat�ral-hea�ring resistance for faotings. The passive ear�h pressure inc�rporates a factor af � safeky of ahaut �.5. The above �a�ues may he i�ereased by ❑ne-tF�Ird when destgr�ing for s�tark-duratiun w�nd ❑�- seismEc farces. In additionf a coefficier�� of Fric�ion of 0.35 times the dead-[oad Forces may be � used he�rnreen concrete and the support�ng sails to de��rmine lateral�sliding �esistance. V�1hen �ambining passive and frictian For I�t�ral resistance, ti�e passi�e componen�sl�auld be reduced hy �./3. `I`I�e abo�e values are hased on faatings placed directiy agains� compe�er�� compa�ted fil[ ❑r carnp�t�nf �ndisturbed hedrock. In the case w�e�e fao�ing sides are �ormedr ba��Cfill placed against the footirtg� shvuld b�compacted to 9� pe�cent or more of maximum dry density as det�rmined by ASTM d�557. 8,6 „F i►xr�Se�backs Fn�m De ndin�51�p� Where structures are prvpa�ed neaf �he tops o� des�ending graded ar na�ural slopes� the fovting setbacks frvm the s�ape facE should confvrm wi�h the 2�13 CBC, Fgure �.8�8.7.�.. T�e required se�back is HJ3 �or�e-third the slape f�eight} measured alvng a f�vrizonCal fine pra�etted from the fower outside face of the Fov�ing to the slop� face. The Foo�ng setbacks sho�ld�be 5 feeE where t�e stope ���g�t�� 15 fee� or�ess and �p tv a rnax[mum of 4� feet where the slape height exceeds 15 feet. 8.�' e,�ldin�Clearances From Asrendina 5 o�,es Bui�ding seEbacks from ascending gr�ded ar nakura) s�4pes should ��nfarm wiEh �he 2D13 CBC, Fgure �,SQ8.7,X khat requires a buildir�g c�earance af HJZ �vne-�a1F�he slope height} varying €rorn 5 to i5 feet, The building clearance is meas�red atong a horixontal I[ne prajecred from the tae of the slope to the face af �he building. A re�a�ni�g wall may be cor�s�ruct�d �t the base o� �he slape to a�hieve the required hcailding �learar�ce, �_J Project Iva. G1���.�66��5 February��t,.�ax6 Page�B 8.8 Fnotina�6servafions ��---� Faoting and pier excava�ions sho�ld h�observed by the praject g�otechnical consultant tv document that �, , �hey have h�en excavafied into cvmpetent bearing carnpacted fifl or�ornp��ent bedrock. The fou�dation excavations sho�ld be n6s�rved priar to khe placement of forms� reinforcernent or concrete, The excava�ions s�ould he rrirnmed nea�f levef and square ❑r round, l.00se� sio�ghed ar mo�sture-saF��ned soi�sh�uld b� removed priar tv cancrete pface�nent. Pier drilling�hauld be abserved and [ogged Full-time by a represent�t�v�of LGC. Exca�ated materials frarn footing excavations sho�ld nok he plated in slab-an-grdund areas unless the sails are ctimp�ched �a 9� percent or more of rnaximurn dry d�ns[ty as determined �y ASTM ❑1557, 8.9 Expansi ve Sai!Cansiderations Results oF pre�irniRary labvratary tests by LGC iRd�ca�� or�site so�l and bedro�k materials exhIbi� an expansion paten�ial af YERY L�V�1 tn accordance with Z413 CBC� Chapter �,8. However, �xpa�si�e soil conditions should he evalua�ed fo�-individt�al �uilding pads during and at the camp[etion of ro�gh grading �a observe and dacumen� the anticipated conditions. The design and construckion details preser�ted he�ein are in�ended to provide recommendations for the le��l of expansian potential wl�i�h may be evident at the camp[etion oF r�ugh grading. Furthermvre, it should be noted that additiona[ slab tt�iGkness! Foating sizes and�or reir�forcement more stringent than the recflmmendations t�a� follow sha�ld he pr�vided as recammended by t�e prvject architect or stru�t�ra1 eng[neer. BRIn F — The Following are our reCommer�da�ians where the foundation soils exhibit VERY L�W ex�ansion pvtential as cfassiFied by the Z��3 CBCf Chapter �.8. F�r this candition, i� is recammended tha�footings a�d floar� be �ons�ructed and reinfvrced in accordance wifih t�e folfowing criferia. However� additiona� � slab thfckness� footing sizes, andJor re�nfor�emer�� may be required �y �he prolect archik�ct ar structura[ �� �-� ' engineer. • Fnatings — Exterior cant�nuous faotir�gs 5hould be fo�r�ded inka compacted engine�red f1� helow the lowesk adjacent finaE grade a� minimum depths nf �4 inches deep fv�- vne-stary and two-story construckion. respectiveiy. All continuous ��otings should I�a�e a minimum wid�h vF 1.8 inches� far ane-story�nd twa-5tary buildings. -- Continua�s faotings should be re�nforced with �w� ��} Na. 4 bars, on� fiop and one bottom, sub,�ect to cor�currence with the stru�tural engineer. — znteriar isQla�ed pad footings shvuld be 24 inches nr more sqUare a�d Founded a� a dept� of�4 inches or rnore betow khe I�wesfi �d�a�enfi grade. Faotings s�ould be r�infarced En accorda�ce with the s�r��tural engineer's recarnrnendation. -- Ex�erior pad Footings should be�4 ir�ches or m�re square and founded at a deprh oF Z4 inches or more be�ow ��t� lvwes� adlaCer�� grade. Footings shvuld �e reinForced in accordance with khe str�ctural engineer's recommendativns. • Flaar SIa6s -- Concre�e flaar slabs shou�d be 5 in�hes �h�ck and rei�forced w��h No. 3 bars spa�ed 1B inches or less oR-centers, both ways, S�ab reinforcement sf�ould be supparted on concrete chairs or br[cks so that the desired placemenr is near mid-d�pkh, � . �} Pro�ecr��vo. G1�f-1266-r5 February 1i, �OiS Page Y9 �- CvnGrete �oors shauid he underlain wi�h a mvlsture-vapor retarder cons�sdng of i5-mif th�ck vapar barrier. Laps wit�in the memhr�r�e s�ould be s�aled ar�d overlapped �,Z inches. Two �nches or mvre vf �1ean sand should be p[aced ahave and beEaw the membr�ne ko promate � u�iForm�uring of�he cor�crete. These recammendations mus� be confirmed {and/vr madified} by _. �he �a�ndation e�gineer, witF� vu�r c�rzc�rr�ences� based an the pe�fvrrnance expectations �F the foundarion. It ls t�e respons�bili�y ❑E�� con�racEnr to ensure that ti�e moFsture�vapar barrier sy�tems �re placed in ac�ordar[ce wl�h the prajec� p�ans and spec�fications and �hat th� moisture�vapor retarde� materials are free of tea�s and p[�nctures prinr to cv�crete pla�emenk. Additionaf moisture reduction and�or prevenfiion meas�res may he neede.ci� de�nding on the pertormance requlr�ment�of fu�ure interivr flaor cov�rir�gs. -- Garage area floor slab� shauld he 5 inches rhick and sh�uld be reinforced i� a similar manner as concret� flvor slahs. Garage ar�a Floar slabs should aEso be p[aced separately Frvm adjacen�wall fao�ings witF� a positiWe separation main�ained with 3/8-inch mir�imum felt expansion �oint materials and q�arter�d wikh weakened-plane joi�nts. A �.�-inc� wide grade beam faunded at the same de�th as adjacent Fovtings sha�ld be pravided ac�oss garage entrances. The grade beam sl�au�d be reinForced wi��a minimum of two�2} No. � bars, ❑ne top a�d on� bo�tarn, Prfor ta placi�g concrete, subgrade �oils should he �horaughly maisfiened to approximarely 100�YQ aF apfimum moisture�antent withir�the upper 1�in�hes. 9,� J�F�AIl11�111_G_�A�LI..S 9.I e s e � . Conven�orral Fo�ndatior�s far retaining walfs within properiy campac�ed fill within vampetent t�edrock should be embedded�t leas� i8 inches below [owes�adjaeent grade. At this depth, an �Ilowa6le bearing capac��y . af�,00� psf may be assumed for retalning walls faunded in compete�t c�mpacted FII. � . � The Following a�e latera� earth pressures are recarnmended far re�aining wal�s up �a 1� �e�t high that � may he praposed. 'The recommended lateral pressures for approved ❑nsite s�iis �with an expans�vn index af�� or less and a phi angie of inrern�l ir�ct'ron af at leas�32 degrees� For level ar�loping � bac{cfiEl are pr�s�n�ed in Table �, Onsire soi! shvuld be screened of r�cks �nd other material o�er 3 incF�es in diam��er, Cvnventivnal �Founda�ians fvr rct�ining w�lls ent�re[y wi�in properly camp�r�ed Fill ar wi�hin competen� all�via[fan deposits shauld be emhedded at lea�k 1g inc��s �elaw lowest adjacent grade. A�tha�dep�h, an allowable hearing capac�ty af 2,0�� psf may be assumed for retaining walls founded In Competen� compa�ted flll. T�e follawir�g lateral earth pressures �re recamrnended for retaintng walls t�at may be prvpvsed up Co fi feet high a�d far dynamic candit�ons Fvr retair��ng walls wit� k�eights rar�ging from greater thar� � feet up �o ifl feet. Th� recomrnend�l iakeral p�essures far approved onsi�e soils �wit� an �xpa�sian ir�dex �f�b or less� for leve� or sloping b��kfill are presented in Table 4, Onsite FII svil shauld he screened o�roc�Cs and otf��r materia� a�er 3 inches in diameter. �� Project Na. G�4-i.�65-.i5 Fe6ruary 1.T,,2��6 Page Z� TA, BLE 4 . �i.a!'aeraJ Earth Praes.sur�s , � � � E UFVALEIVT FLU�'D WF�GHT fe�e1 Bac�!'� tevel�3a�11- �:,�Ba�l! .�:�Backfill CaiYD3TI41lIS (up Gv�feetJ Dynamic As�ending A.s�endirrg- ��6 i�eet tn.tn �up�o�r�et] o�rnami��,�6 fe�er fee� ta.�4 feet A�ive 45 7� G5 9Z A�-Res� 65 9� 9� ��.5 Passive �5� �5� - - F�r sfidir�g resistar��e, the friction caeffici�rit of Q,35 may be used at the �oncre�e and sai� inrertace. INaI� faotings sf�ould be designed in a�cordance with strucf�ura! cansidera�ians. The pas�ive resis�ance val�e may he increased by�r�e-third when considering �oads a�short duratian su�h as wind ❑r seismic ioads. Emheddeai structuraf w�ils should he designed for lateral ea�h pr�ssures exerted on them. R�strained s�ructural walls should be des�gned for at rest condi�ians.The magni�ude aF those pressures depends an the amaunt of deformahon that the wa�f can yield �nder load. If the wall can yie[d eRough ta mobili�e the fvil shear skrength of the sail, i� can be designed for "act�ve" pressure. If ti�e waEi cannok yield ur�der t�e applied ��ad� the shear s�trengEh oF the retained svil carrnot be mabilized and �i�e earth pressure will be higher. Su�[� walls shauld �e designed Fnr"a�-resfi"co�ditivns. If a structure ma�es toward t�e sails, the resul��ng resis�ance developed by the soil is the"passive'�resi�anoe. The equiva�ent fiuid pressure Walu�s assume free-draining condi�ions and a svil expansivn index of �ti or t�ss. zf canditions other tF�an those assum�d abave are anticipated� revised equivalent flu�d pressure vaEues shaukl be pravided on an individual-case basis by the geo�echnical engineer, ��i S�rr�harge toading effec�s from tF�e adjacent str�ckures shvuld be e�af�ated by th� geotechnica! and -�"� structural engineers. 9.� F�nq,�Em►hedments Tlze base af retaining wa�l faotir�gs construc.ted on level groc�r�d may be founded at a depth of 18 in��es or mo�� beiaw �he Ivwest adjacent final grade, V1li�ere refiaining walls are praposed on or wikhin 15 f�et frorn th�to�oF an adjacent d�scending flll slopes, �he Foot�ngs shovld be deepened sucf� ti�at a horixant�l c�earance of HJ3 0�more (ane-third the slope height� is main�ained betweer� t�te autsIde bottom edges of ti�e Faarings and the �a�e of the sbpe but r�ot k� exceed �5 F�e� nor be Iess �han � feet. The abave recommended fvoting setbacks are prelimir�ary and may be reWised based an si�e spec�Fc soil Conditians. Foating ar pier excavativr�s should he observed hy the p�vject geatechnical representative tv document that the fao�i�g tr�nehes have been expvated ir��o competent b�aring svil5 and �o tf�e emhedments recamrnended above. These observations shau[d be perFarrned prior to pla�ir�g forms ar r�infarcfng steel. 9.3 rp alr�r�e Surc�arge lvadir�g eFFects from ti�e adlacer�� stru�tures sl�ould be e�aluated hy the geotechnical a�d structural engir�eers. AIl retaining wali structures s�avld be pravided w�th appropr��te drainage and appropriate�y waterpraafed. The outle� pipe shvuld be sf�ped to drain to a suitab�e ❑�tle�. �t should be noted t��t thak recornmended suhdrai�r does nvt pro�ide prokectivn against seepage thraugh t�e face Q�the wa11 and�or efflar�scence. If such seepage or efflarescence is undesiraf�[ef retaining walls sho��d be waterprflv�ed to reduce this pat�r�tial. V11eep hol�s �r apen vertical masanry join�s shvuld he provided in r�kaining wal�s 3 feek or less in height to (" � red�ce the likel€hood o�entrapment of waker in the backfill. V1leep holes, if u�ed, shautd b� 3 inches or �' Froaecf lifo. G.t�-.1266-.t5 Fe6ruary.�.T�,�p.i5 Page 2.� � mare in diamet�r and provided a� intervals vf 6 fee�vr le�s along the watl. Open verh�cal masonry joints, i� used� s�o�[d be provided a� 3��inch or less intervals. R �ontinuous grave� �ill� 1� in�hes by lz incheS, sho�ld be pl�eed hehind t�e weep �oles or open masonry join�s. The gravei shou�d be wrappecl in Fl�er �� �abric ��reduce inflt�ation of fi�es and subsequ�nt cloggi�g oF�he gra�el. F�Iter Fabric may consist of Mirafi �4�N ar eqUivalent. �n lieu o� w�ep �ales or open joints� for retair�ing walls less than 3 feet, a perForaked �ipe and grave[ subdrain may be used. PerForated pipe should cansish of 4��nch ❑r mare diame�er PVC Schedule 4a or ABS 5DR�35, wi�h the perforations laid down, The pip�should he embedded in i.�cubic fee�per fo�t of Q.75 or i,5-incf�ope�graded gra�el wrapped ir�filter fabric. Filte�Fa�riG m�y�onsist oF Miraf 14DN equi�aler�t, Re�aining w�lls grea�er than 3 feet k�ig� si�auld t�e provided wi�h a con�inuaUs backdra[n far�he Fu11 h�ight af ti�e wall. This drain �oufd consist of geosynthetic d�ainage camposite, s�ch as Mir drain �UOfl or equivalent, ar a permeabl� drain ma�erial� pla�ed agains� �he entire bac�Cs�de o�the waEf. xf a permea�l� drain material is used� the bac[cdrain shvuld be � or more feet thic�C. �altrans Class n perme�bfe materia! � or open graded grav�l or crush�d stone �described aho�e} may be used as permeable drain materiaf. If gravel �r crus€�ed s�one is used, ��should have less than S percent material passing the Nv. ZOD sieve, T�te drain should t�e separated �rom the baGkfiil with a geofabric. The upper 1 �Fno�of the Ia�ckdrain shau�d �e covered wit� compacted fil�. R drainage pipe cansisking o� �-inch dlameter perFara�ed �ipe �descrlbed a6ave} �urraunded by #. cubic Foo� per foot of gra►►el or cru�h�d rvdc wrappeci in a fifter fabric shoul� be pravided alvr�g�he back af t��wa[L The pipe shauld be placed w�Eh perforatbns down, sloped a��p�rce�t �r mare and discF�arge tv an appropria�e au��et thrvugh a solid pipe, Th� pipe shtiuld vutlet away from s�ructures and slopes. The outside pvrtions oF retaining wall� supparting hackfil[ s[�ould be coated wit� an approved wa�er�roofing compo�nd�a inf�ibit ir�fiitra�ion of mois�ure through the walls. . 9.4 Tern�ra Excavations Reta�ning walls, i�any are proposed■sho��d he constru�ted and backflled as sovn as �ssibie after backcut excava�ivn� are �onstruc.ted. Rrolonged exposure ot baGkcut slopes may resulr in some lo�afixed s}ope ins�ahi{ity. To �acilit�atie retair�in� wa�l canstructian, the lower 5 feet of�emporary slopes rnay be eut vertical and the upper�artians exceedi�g a height af 5 feet should be cu� ba�k at a gradient af 1;X �h:�} or fla�ter ��'' for the duration vF co�s�ructior�. Howe�er, temporary slapes should be �hserved by th� proj�t geat�c�ri�cal consultant far evider�ce af po�e��i�l instability. Depending ❑r� �F�e resulks of tf�ese ❑bservations�fla€ter sfopes may he necessary. The pofiential effects of varivus p�rameters s�ch as weather� hea�y eq�ipmen� trave�, stflrage n�ar t�re taps of the temporary excava�ions and construckion scheduling s�vuld afsa be cansider�d in the stabi�ity af temporary sl�pes. 1Nater sh��fd r�ot be peRnitted to drai�away fram the slope. Surc�arges, due ta equipmenfi� spai! p�les� e�c., s�ould nat be allnwed w[thin 1a F�et of the �ap af the slope. All excavations sho�ald �e mad� in accordance with Ca1�QSHA. Excavation safety is the o e responsibility vf rhe�ontra�or. 9.5 ,�et�i►�ir���ll Back�ill Any refaining wa�[ hackfill saEls�wi�h an expans�on index of 20 0� less}should be placed in 5 to 8 �n�h ioase lifts, wat�red ar air-dried as nece�sary ko a�hieve near opt�mum ma�s�ure condltions and campa�ted ka at I�aSt 90 percer�f relative densi�y(kx�sed❑n ASTM Test Methods D292�and D30J.7}, so.o sart coR►tas.rvr� 1�..� Corros�vftv rto Co�crete arrd MeEarl The National Rssoc�ation af CorroSian Engineers�NACE} defnes cnrrosfon as"a de�eriora�ion of a substance or It� properties because of a reackEvn wikh its en�ironmenr', From a ge�technica�viewpolnt, �u� Project'Nn. �'14�i266-.�5 F-�hruary�,T,20,�6 Page Z2 �he"envira�menk"i5 ti�e prevailing faundation sails and tl�e"substances"are ki�e reinforc�d c�ncrete �o�rtdattons or variaus buried me�allic elemer�ts suc� as rebarr piles� pipes, eEc,� whicF� a�e iR direct �r � con�act with or wi�hin clvse�icinity of the Fo�Rdation soil. �. T rn�en�ral. soil en�ironment� that are detrimental�a concrete have �igh concentrations oF sol�ble sGlfates, ACZ 318R-�5� Table 4.3.�. provides specifc guidelines far tk�e concrete mix design based ❑n different amount aF saiuble sulfate con�enr. The minimum amoun�of chloride ians in the�oil enviranment t�a�are��rrosive to steel, eirher in the form oF rei�farcement protected by concrete cover, �r plain st�el suhstruc�ures such as steeE pipes ar piles� is 5�� ppm per CaliFornia Test 53� �nd AC� 3�.8R- �5�Tabl�4.4.1. Based on current and previous 1a�oratory tes�ing contained in the reFerenced geotechnical reports the o�site soifs are cfassifed as having a �egfiaihle s�l�ate expasure condi�ian in accvrdance v�ith ACI 3�.8R- a5,Table 4.3,�., and neg[laf�le cl�laride expos�re condition in acCard�nce with ACI 318R-�5,Table 4.4.1. Based previous labaratory�e�ting of ons�te soils ik is alsa our opinion tha�ansite soil shoutd be con5idered moderatefy carrosive to buri�d metals due �a�he modera�e resis�ivfty. DespiE�th�minimum recvmmendatio� abave, �GC ss not a carrosivn-engineering firm. Th�refore,we r�c�mrnend�hat you consuI�wi�h a cornp�rent c�rrosivn engineer and conduc�addltiona!�esting (if required}tv e�afuate�he actuaE corrosion patential vf tf�e site and ta provlde recornmer�dativns to reduce t�re corrosian paten�ia�wikh respec��v�h� prapo5ed improvemen�. The recvmmendations oF the corrosson engineer may supersede rhe ahove requirements. These r�ammendatians are hased on t�e prevlo�s samples of the near�ur�ace engineered fiif soils, TF�e ini�ia�ion of re-grading at the si�e could bler�d varlous soi� EypeS ar�d impart sails may �e us�d Iocally. `These char�ges made to the Foundation 5�II5 cauld after su�Fa�e-content le�els. Accordir�gly, i� is recommended tt��t additional testing may be perFarmed at t�e campl�tion oi�grad�ng. �� ,__� j.i.a ���,[�,�1Si�,�i'P_r4_�I�M�141T�],E5.�GN 5�ructural pavement seckion design recommendaE�or�s presented herein are based an sai! samples recovered during aur suhsurFace exp�orat�on. Hawever, it shauld he �nderstaod that ti�e soil ma�erial exposed during grading may differ from the matefials sampled and tested during t�is investi�ation. ThereFore� prelirninary pavement recommendations are subject to verificakivn and pos�jhle rev�sIon b�sed on �ny�ctual traffic indices as we�l as�mpling�nd festing of subgr�de sa�ls�hat exis�after gr�din�. LGC has prepared the foliowing prelirnjr�ary pavement section� based vn an R�value tQsting an a near surFace soil sample calfected. B�sed ❑n �n assumed Traffi� zndex {T'.�.) inFormakion fram the projec� �iv�l englneer for pr�posed �nterlor parking areas and a�cess IanesJroadways, Table 3 presents recommer�ded pavemen�design f�r a range of trafF�indices af 5.� and 6.U. FA��€� Prelir�inarv Pa�emen�Desi4n AS5IGNED TR►4FFtC D�5IGN ASPNAL'FjC AGGREGATF AREA �C[ANCR�7'E BAS� � xNDE�C R-�VALtJE AC incf�es AB �nch�s �nt�riar Rarkin Areas 5.0 24 3.5 6.� Ac�ess Lanes Road 5.q 24 4.D 8.Q Bas� ma�eri�ls shvuld cvnsis�of crushed aggregare h�se cortforming fia Section 20�-� of Gr�enbook. The upper �2 inches a� the subgrade soils and all aggregate base matertals shouid be �vm�acted ta at least 95 per�en� o� ; ', t�e lahoratory maxim�rn dry density determined in accardance wi�h ASTM D�.557. , , _� Proj�t`IVo. G.�4-1�65-.T.�' Febr�ary 1�,�DI6 Page 23 D�r pavQme�[t rec�mmendativns should be considered as minimum and can bE superseded by �e regulatirtg agen�y. --. ,��,q PLAN RE�/IEW A1VD C�NSTRUC'T'l�NSFRVICFS �_.:� �u�ure �lan r�views are necessary to ensure that recommendations and concEusivns from �GC Gea- Envirvnmental, �nc.'s prelimfnary s�udies have �e� zncorpara�ed into �he plans. Madificatio�s to the plan ar addi�io�a[subsurFace explaratiar���abaratory testing may be required based upon our rev�ew; tnerefare our r��iew should be perFormed as savn as prac�ical. 5�ch re�iews should i�tcfude, bu�are nafi limited ta: � Raugh Grading Pia�S ■ Precise Grading Plans ■ Fo�r�dation P�ans . � U�i[iky Plans Pla�s s�ou�d be Farwarded to the �raject geotechnical engineer andJor engir�eering gealogist fvr�GC for re�iew and carnrnents,as deemed necessary. 'Tfie prel�minary concfusions and recommendations provided in t�is s�mmary repvrt are based Qn revi�w of previous geotec�rni�al reparts� gevlagic f[e1d mapping, and geotechnfcal�geo[ogic anajy5es ta date, A represen�a���e af LGC shou�d observe the �n�erpatated s�bsurface ronditions in the feld during oor�s�ruc�ivn. �, Canstructivn observation and t�sting should al�v h�pe�Fvrm�cl hy�e geate�hnical cansultant during f�ture gradin�� fa�ndatian ex�avations, backfii! of utility tre�ches, ❑r when an unusuaf soil condition fs enc�untered at the sire. Future grading plar�s, foundatian plans, and fnal projecE drawings sF��uld be re�iewed by this office prior ta construction. � 13.a un�rr�arroNs �ur services were per�ormed using the d�gree af care and sKill ordinariiy exer�ised, u�der simila�c�rcumstanr_es, by reputable �ngineers and g�o�agis�s practicing in this or similar locali�ies. No o�her warranty, expressed or implied� i� made as tv �h� con�lusions and proFessional ad�ice included ln this �-epor�. The �revious suhsurface observat�vns and inF�rma�ion cantafned in �he previaus refe�enced geat�hnical reports are belie�ed repr�senfative o�' �he en�ire proj�ct, based on review of the refer�nced previous geatechnical repot�s; hawever, sai! and gealogic canditions revealed by ex�a�ation may be d�FFeren� than our prelimir�ary findings. If this o�curs, the changed cond[�ivns must be e�afuated hy the projec,t geotechnical er�gineer and engineering geofogist and de�ign(s}adjusted as required or al�ernate d�s�gn�s} re�omm�nded. Th� findings af this repor� may he madiFied upon perFarmi�g f��ure geotechr�ical�gevlogic e�alua�ions. However, changes in the conditions of a property car� and do aceur with the passage of �ime, w€�ether they he due �a natural proQesses or t�e wvrks of man vn ��is or adjacent praperties. This repart is issued witi� the unders�anding rhat i�is ti�e respvnsibility o��he vwner, ar of his�her represenrative� to ensure that the in�armakian �nd recammenda�ians cantained herein are brougi�� ro the a�te�t[an o� t�e architect andJor projecr engineer and incorpvra�ed �nto the plans, and the n�ces�ry steps are taken Ca see tF��t the eon�ractor andJ�r sulxvntra�tor properly Implernents the recommendatians in the fietd,The cantractor and/or s�bcontractor sho�ld r�otlFy the own�r if they �ansider any o� the recommer�dat�ons presented herein to he u�safe, The c�nclusions and a�inions contained in this repott are based on �he resui�s of �he described geotechnical �. evaluatians and represent our professional judgmenr. Th� �ndings, co�c�usions a�d recommer�dations contained �� Proj+ec['I�fo. G.14-x.�56-.t5 Fe6ruary 1�,.�015 Page�9 in this report ar� ko b� car�sidered �er��a�ive ortly and subje� to conFirmatian �y LGC during �h� conskruction process. Wi�hout �h+s confirmativn� this report is to be considered ir�camplete aRd LGC will nvt assume any ���� respvrrsibilifiy for�ts use. ,� Th� conclusions and opinions contain�d ir� this report are �alid up �o a period of 2 y�ars from the daxe of this repvrt vr �hanges with�n the Ca�i�arnia Bu�lding Code� whiche�er accurs Flrs�. Changes ir t�e conditions of a �raperty can and d❑o�cur with the passage oF time� whether those he berause of r�atural p�a�esses ar�he works oF inan ❑r� this or adja�e�� propertie�, zn additian� changes in applicahle or appropriate �odes or s�andards may o�c�r, whether they result Frarn ��gislatton or fhe hroadening af know�edge. Accardingly� the fndings af �his report may be in�afidated whvlly or partially by �hanges ❑utside LGC's �antrol. Therefore� �f any of the above mentivned sit�ations accur� ar� update of�his report mu5k be camp�e�ed. This repvrt has not been prepared �ar �se by parti�s or projects other than those named ar desigRed �bave, It may no�ca�ta�n suffic�enk i�format�on Fflr other parti�s❑r vther p�rposes. Th� appartunity to be of servic� is appreciated. Sha�ld yvu have any questions regarding the rontenfi oF thi� repart, vr should you req�ire addltional informativr�, please do �c�� hesit��e �v c�ntact this ofFi�e a� yaur earllest conve�t�e�ce. , t ' ��.J Projec'L'J41o, G14-.��66-�5 February I.f, 20j6 Page 25 �� APPFND�'�ICA ��EF,ERENC�SAIVQ A�ERI�L PHOTQGRAPHS l �� � �� ►�PP�111DFX A RefereR{�Re�iewed Blake,T.F.� 19�8, Maps of Known Act�ive Fautt Near Sourc��'anes in�'aliforni�and Ad�jacen�Portions af Ne�ada� Prepared hy�alifarnia Divis�on �f Mines and Geolagy. Bergmar�n� M,C, and Rackwell, T.K.� ].995, Holocene Slip R�te of fhe Elsinore Faulf in �emecula Yalley Baserd on Three-flimensfonal Trenching� Con�ract Na. ��3�-�3-G23D1r da�ed �ebr�ary B. gryant� W.A. and Har�� E,W., 2007� Faull-RupL�ure Nazard tones in Calffornia, Alquis[�Prfolo Eart�hquake Fault� �aning Act wlth Index fn Farthquake Fault.�one Maps� Cali�"ornia Deparfinent ofConservation, Special Publication 4z. CaliFarnia Division af Mines and �eolagy, ��D�� Dig!l�a�Images o�n�cial Maps ofAtquist-Priolo Earfhquake Faul� �one5 af�'allfornia, 5ou�thern Regian� CD 2,0�0-0�3. EQFAUI�T� Seismic Hazard Analysis,John Hine Ma�d�, dated March �.Z� ZD�5, �errir�gton� Mark A.� 2014, John fllne Ma��d�Su6aru Temporary Parkir�g Layout Study 3Sn�'ars� Sca[e: �" = 3�; �vt dated. H a rt, E.IIV., 1994 f Fa�rlt-Rupture Hazard�ones in Cafifornia, Alquls[-Prlolo �'arl�hquake Faull�Zone Arf of I97� with index�o Specia!Srudies 2'ones Maps� C�lifornta Di�ision of Mines and Gealogy, 5p�cial Publicatian �4Z. �� h��Ll�cedc�caltech.edulsiqniffcan�lindex.html, �U15r 51,gnificant Eart�hqUak� and Farrlt� Historlcal Ear!`hquakes t�:__. and Faults�n Southern Califarnia� dated J u ne 3. LGC �eo-Envirvnmenfia�� �nc.� �015� �eo�ec�l�nl�al Report af Fault Tren�h Backfill Campactian for t�he Pmposed John f�ine Su6�aru of Temecula C�mrnerc�ial Development, Lvcated at 4247� DLf2 Drlve, Cily af Temecula, Riverside County, Califarnta.� Projert No. GX4��.�66-30� da�ed Qttober �.2. � LGC Gea-Enviro�rnental� Inc,, ��iS� Limited Gervt�f�nica!Investigation for �he Main[�enance and Temporary Parking Additions a[�.lohn Hlne Su6aru of Teme�cula, Located at 4.2R74 pLR Drive, Ci�y of T�rrrecula, Rivers�de County, Califamia., Prvj�Na Gx4-�,2fi5-�.U� d�ted Ma�ch 1�. �GC Inland. Znc.� Geo�echnical►4ep�rt of Rough Grading, Propvsed Hine Mazda Dealership, Clty nf Temeculaf Riwerside Coynty, Cralifornia� daked Dctaber 1I,� 2406 �P.N. I45-1.�.�?4-3�), Mann� .I.F.� �955� Geology nl`a Port�ion of�he Elsinore Fau1C�.�one, division oF Mines 5pecial Report 4�� dated �ctaber 1955, Morton, Oouglas M., �QD�€� Preliminar�Ge�alogic Map af the Santa Ana 3��r6�'Quadrangle, SoutY�ern Cafifornia: tJ.S. Geologi�a[ Svrvey ppen File Repart 99��.7�, Version �.�, L15G5� �alffvrnia. Petra Geote�hnicaf,. Inc., �'eotechnica! Reparl� af Raugh Grading, IVorth Plaza, portfons of PM23495, Cily of Teme�ula, Riverslde County, Callfornla� da�ed Navember S, �002 (�.N. 54�-98} Petra Geotech n ica I� Tnc., Geo[�echnical In�es�i'gatior�, Proposed Commercia!De vefopment, T'ract��8.3D9, City of Temecula� Caunty ofRiuerside, California� dated]anuary Z�r X999{J.N. 546-98} R�ve�side Count3r �and Tnformativn System� Fauft Zanes Map for par�el 9��-730-��6, far "Jahn Hine Mazda �• ; Temparary Parlcing", dated March �.�� ���.5. Riverside County Land InFvrrnafior� 5y5tem. Lique�actiort Map for parcel 92i-73Q-D46� "Johrt Hjne Suharu � Tempvrary Parking"� dated Marcf� �2,2�15. Soufhern Ca�ifornia Earthquake Cen�er� Univer�ity oF 5outher� Califor�ia� Reramrrrended Proece�durns far Implementafion of DMG Spe�cial Publication �Z7� Guidelines For Analyzing and Mitigahng Liquefac�lon Hazards in Calrfornia, March ],999. USGSf ���.6 Design Ma�s 5ummary Repart far"�ahn Hir�e Mazda'; 5i�e Gcrvrdinates: 33,5XDA°N, �.1.7.1,531,°W� 5ite Soil �lassifica�ion"D", Risk Category IjIIJIII, dated February �.. SchaeFer Q�xon Assac�at�s. Znc.� �987, Prelimrrrary Soifs and Foundal�an Investigatr'on� North Plaza Area, Ra�cho Ca!lfornla, Rtverside County, California, dated(]ctvber �.3, ].987. 5c�ae��r D�xvn Assacia�es Inc., 1987� Reparf on Ge�c�te+chnical Investigation of the Wildomar Fault, 111orth PJaza Area, Rancho Catf�'ornia, Riverside Cvunty, Califorr�ia� dated Augus�31. �iany�].L.�a�d 3ones, �,M., 1989� Map Showing Late�ua[�ernary Faults arrd.T9��-B�Selsmlcl[}�af the Lns Angeles Reg�on, Callfarnia, U.S.G.S. Mi��ellan�vus Fi�ld St�dies, Map MF-i964. Aeri�1 P'ha�vgraphs R�vi�wed . - - . . :F . -,-r•, .:.�¢ewr+;:t-�1Hv:�r::.:...� --.�.��, r� :s•-.F.�� .. �•'!� ,�.:=--r'?' -- '.ti� ��.r,. . . - . - �a:s; .:-y-;;�.:�.�.:..u��' y'=7��:"*f�.'h�= """"":.'?y: ,� . � •' •,. . • -.. ^ � � . . e7 ytp_ +� , r • •. s+` �.mu "'r'Vi > �y t. �r/ /� �. -�l'w�v,�i��'►;.��.�.rir/����:;�,'j} yI�'���JJJ���� �•tia:e�.,,��..1.�a1.�_� ' `� � � �_ 4.�E �^ •�' _��lr� ' ��NM�lI� 1� � '��� i Y�`����y �/Pi�■lf�. , �����M'4F `�' �=J y ;Z� }` .� � �,.�+; �i W,.��ir� ' 7 K.. �,.- ?�'.,_ X� v rx.� � .a t y-s �r �S� s, r�.� ��,._ .�".� :.i: r ` �.��=':.�.. ���'• �.n'•i•:•.'3 .7� ;•C'•.�r•_.� ..Y::-::•�::�,"- - ,���? ::r�•' 1�� :i:' -�s ,�`�!;:�, c� '.�:'w if �-s-,.(, - ';�;. •�K� - - �..�'�r c�• w .v�'`:.. iti:.�'•7::...r�tw�:-�e�)�'' d�;;*�:.�i�. �::.a.� :.:'.vi^i�.. ��aF..�',�.c�-.,4_ a+L S�L� '�r�-r..SMh.=•.. �iiL:k.:..� ..;d:�:a.�-._r7�" Con�in ,ntal Y 91033 5 7-8 2 ZD �99�. �:480Q0 ��� , e ► 1 � ._ Con�inen�al NA �J14J�992 NJA ' �011�1�eR�l �94-4 1Z1-1ZZ 6f�4f 1993 �"=2��Da' �an�inental CAP �.78��.79 ].D��j�.995 1"-2DOD' Continenta[ 9U116 �6��4 5/4J199Q �:3fi0D� Cantinental 89��.9 6,7 1.�13/�989 1:48DD� Con�inental 94Z�� 178 �D�12Ji990 1:�40D� Cc�n�inentai 88201 �.���.3 7J8J198B 1:480�0 cor,dnenr�i aao�o �,3 z�zo1��sa �:�soaa Continen�al 87238 2�3 ���7J1987 �:240�� �vntinenta! 8fi�.19 11�12 S�8]].9B6 �;48�40 Con�inental AXM�5HH 44-45 7��.SJX957 NjA Cantine�ntal A]�M-9F �.4�.-�.43 5J23/1949 i.��a00 Con�inental C�.��-7 85-�7 7J9J1998 �."=2000' �� � �� APPEIV ��'�T�'�'I�'N.�iG'AE AN�FAUL T IIVVE,�,r,,,�','� TI'ON FIELD i�A TIDN � l _._- �.. �.�J � ��� APPENDI� _ Geate�chnical and Fault Fn�restiaatinn Field Fxpl�ratin►r Geotechn�'cal_F_ield Ex,..ploratlon�ytlined nera! A re�onnaissance of t�e site was carried vut by LGCs persanr�ef. The location of the exploratary excavatian was �1�osen ta obk�i� subsurFace infvrma�ion needed to achieve �he ah�ective tor this i�vesbgation. No u�d�rground lines were eR�o��tered during tF�e Field expl�rakary program. FxcaWarion arrd Sam Iin TF�e subsurFace inves�igation was carnple�ed an �ar�uary �9, z0�5. Xt consis�ed of the excavakion, sampling, and iagging of two ��} eight �8} i�ch dlameter ho!!ow-stem auger bori�gs (B-x and B�2}� to depths ranging �rom ��.5 Fee�ta 5�.5 feet. ��re (Z}addition bulk sample was obfiai�ed between D feet�o 5.0 fee�for pavement analysis. �oca�ions aF th� barings are depicfied ar� the Geatec�nical Map tPlate 1], Th� baring5 were exc�vaked to eva�uate the gen�raf characteristics of the subsu�Fac� soil condit�vns vn the site ir�cluding �lass�fcation af site soils, determfnatian of depth to groundwater� and to obtain repr�ser�tat��e sofl sam�les. B�lk and relatively undis�urbed sampl�s were collected during the course of drilling ar+d wer� selec�ed for clas5i�ica�ion and testing purposes. Bulk sampl�s rnay represent a mix�u�e af soi�s wit�in the noted �� d�pkhs. Recavered samPles were ret+�rn�d ko��e laboratary for Further c[as$ificatron and kesting. -- Miseeltaneous TI�e boring lag des�fibes the e�r�h materia�s encoun�ered� the �are numberf date af completi�n� �nd the n�me af the logger. A geologist of ��C logg�d ti�e barin� log in accorda�ce wiCh �he S�andard Prac�ice Fa�r Descriptivn and �der�tification Qf 5vils (VisualwManual Procedure} ASTM a�48B-93, Th� boundaries between soil �ypes s�own on the lags are approx[mare and the transition be�ween di�Feren� soil layers may be grad�al. The lag af the baring is presen�ed ❑n the following p�ges. Fault Inv�sbi afion Field Ex lara 'oR Dudined General A re�onn�issan�e of �h� �ite was carried ❑ut by LGC's pers�nnel. The �ocations vf the exploratary exeavations were c�osen ra o�atair� subs�r�ace informatian �eeded �o achieve �he objec��ve For this evaluation. A vlsual survey was conducted �a verify �hafi the proposed excavativns wa�ld not encounter any �u�surfiace utility Iines, N❑ �Rdergraund lines wer��ncountered du�ir�g �he fleld exploratvey program. Excava�ian �]rillin and Sam !in The s�bsu�Face explora�ion program �or this projett was pe�Farm�d from A�g�st 3�� zD1.5 thro�gh Septemb�r 4, 2D15 fvr the �xpforatory fa�lt �renches. TF�e approx�mate locafiiar�s of the fault tre�ches �����•, are shown vn rhe�eatechr�ic�l Map�Plate 1}, �v� � � The faul��renches were excavated with a track-mounted excava�or with a 36�inch wide buck�t, Mfscellaneous The fault �renches descrihe the ear�h ma�erials er�countered during vur skudy, The Eag� also shov� t[�e treneh number, da�e af campletion, and the name of i�he logger ar�d subcan�raetor. A cer�ified Engineering geologis�logged the fau��trenches ir� a��ordance wit� the Standard PrackiGe for Description and IdentiFication �f Soils �Visual-Man�ai Proced�re} ASTM D�488-93. The boundar�es �etwee� soi! types shown on the fogs are appr�xErr�ake and the trar�sitivn b�tween dlfFeren� soi[ layers may be gradual.The�ogs of the fault t�ench�s are incl�ded as � pockeE�nclosure, . �� �� � �� Geotechnical Elarin Lv '� �ate: '�-29-�I� Pra'ect Nam�: .I�hn H�ne Subaru Pa e 'f of 3 F'ro'ect h[umher: G 9 4'(266-'f D L ed B : Kf�M Drillin Com an : 2R T �vf Ri : �I�1E-55 Ori�e Wei ht �bs. : '14� Dra rn. : 30" Hv�e Dia. in. : 8" TQ of Hole Ele►►ation ft : 7���' Hale Locatian: See�eateGhnical Ma � a •�• Skandard Penetrat�on Test N � � � � SPT CUF�VE �,, � ''"' � C.'3 'v' �' � � � � z � oEs�RfPTiant � � � � � � a 3 E --a a� � o Depth lV � w ro o m cn rn U'� (� cn � � 1 Q 3� 5� � � ASPHALTIC G�NCRETE ;'r„�;� ,�;r;� ARTIFZCiAL FI�L,CUMPACTED ;r;r,r. p���y.$��gd 5AND1Cf�yey SAND;dark allVe �osa ;r;x;� a �'f'� �p-S� �C°wn=maist.medi�m dense,fne to caar�e Ba9-t(0- ,a R' :�;x.,���, grained�friable,I'rfls visible,lrace fine g�avel ��.�ti2�.� 2.�.5 �� �'y pH� �� :,t:;r'f Resistivity, ��'?'��: G�lorides, � �� �z :?: Sp PvorIy-Sarted SANO;vlive brown and da�lc#v �.T 12�,0 �.o-s.a 25 �Sulfales xn mediurn arange bmwn,damp ta rnofsi, ��"�{�� "`' medium dense,�ne ta caarse gr�ined,friabie, ��} "I055 •;:' i� "_::: same 2"sifty SAN�lifis s,� �z2.3 r�,s 1a �d R3 �:;" Moist,trace�of clay and si�t �3 �.. ':: � 9 Q s �a .,�.�;� SP-SC Paa�y-5o�keci SANDICZayey SAND;dark olive � so.o-s�,a � _~.� 13.21�2,3 ifi s3 .r:�x �r�d arange brown,rnafsk,mediurn dense,fne , .s:r:r. �� �a�� ;,�;x•1 tn coarse grained,friahle,�ifts visible,same '�'x�'� silk ar�d clay,trace pinhale por�s ;r.?r:r. :x;x✓ :x:�';r� ;i.y �� .x;�r� ___ �1 � ..:�`.'`:'`' Afc ARTIFICIAL FILL(�LDER�,COMPACTED �3,�119.9 �n.o-ts.a 43 2a '�''`'�'SW 5C ,�� ;;�;;�:,�; Well-Sorked 5ANE3EC�ayey SAND;allve �D45 �:�:�; brflwn,moist,very dense,fine grained�some _ r�� oxidationpresen,t irace�inhvle gares — —— ,a Rs Sw Wel!-Sorted SAND,medium lo lighi�live tan, �z.a 1�a.a �T.��a.� �r �5 damp ta mvlst�very der�se�fin�tv m�diUm �Q _ ::�; : rainedR same vxidatinr��sli�c h�mir,a��ous � __ ___ 2a R� ?E��;.E SP-SM pvorly 5ort�d SANI]1Sllty SAND,med3um ta �o. 121.8 �•o-x�.a 39 �;Ftt1 3z ;��a r 19ght ollve br�wn,damp ta ma�st,very dense, :i��t'ri �ne to coarse grair�ed,trace ax�dation and i�44 ,..,� ..,, __�. i4 � SM ��Y— �..... ._ �................._ _..._......., i3.7 i2�.3 2z�z3.� 3T 23 RB Sitty SAN[];afive brown,mvist,very dense, � fine ta mediurn with v�rasianal caarse grains, �� z1 ;; highly axFdixeti,some o�ay,sli�hkly micaceesus � �a �;_' �IIghtly mak�led,trace arganirs ��. 12�.3 z�.a-xs.a 49 �a '�D35 ;iE $arriai@�@aBil� G ��T Ge�techn��al 8 Ri�g SamAle�CA madi�ied] �an$V�t�n� � f �` 1 G�vtechnical Bvrin La 'f Date: 1-29-'15 Pro'ect Nama: Jo�tt�H��e Suharu Pa e Z of 3 Pra'ect N�mber: G1412fifi-10 La ed B : KRM Drillin Com �n : 2R T a�Ri : CME-55 Drir►e Wai ht 16s. : '[40 Dr� in. : 3�" Ho�e Dia. in. : 8" Ta of Hol�El��ativn ft : �Ofi2' Hv�e Lflcatrvn: 5ee Geotec�nicaf Ma .-. x � �- 5tandard Penetratlar�Tesk r�n `.�° � � a 5PT �URVE �, .. U �n m � � � 0 1 0 � � � � a � Y ,�_ �ESCRIPTIQN � � ,� ca� ,_ [� a, ,� .° ,�� p Depth N �°, � � fl. 3 � . oE a � � w � � m ui c�n� L7 cn � 0 10 30 � ��• ��0 5�' Poar�y Svrled SAND;IigF�gray�dry lo�famp, 4.i 1oo.s aa.aa�.o 3� Cnnsol. �:;i��� very dense,sfightly mir,aceous,f�ne to 1o3D r:::�:: medi�rm gra[n�d,slight�y matiled ::: ::: :.,..'.: ... ;i:•• • :... ':_::� �� 74 • �ps QElATERNARY PALlBA SANC]ST�NE 1T. 91fi,4 a�.ass.o 4� DFre�t R11 ,. � . �� C�ayey SAh[DSTUNE;all�$�rowr�,maist, Shear �p�� very dens�,ftne graine�i,abundant axidatlon, motkle��trace of ca�an � �� �' R,a � sP SANDSTaNE;light altv�,dry ta damp�ha�rd t _ __ _ .��_ � ;.::::;: a.a tor.� �o.��.a 3a .:..: very�ard,f�ne ta�oa�se grained,some fne :;,:;. - ���� ;:;;•; gr�vel,slighily m�caeous arid trlable�slightly ';;:?; maftled ::,. :;:: ...,.:.: ::��;. 45 ';i;' ;i:�: :;i;.: 1415 i%i�i: :....:.: ::_::: :e: �:_::'r 5� '� Ria Ml. Sandy SILTSTaNE;dark ia med[um 6rovm� �, �pa,� �a.a3�.o 3g � � � wei,hard fa v�ry h�rd�fne grained wilh � �p�a acaasivna[medium grains,ax[di�ed�snme mot[lirx,�,slight�y m�cacevus,trace�nhafe �ores �S 1�Q5 5amae_Les�n� _ u ��T G�atechnical 8 Ririg Sample�CA madifwdy ��n$V�t�n� � � Geo�echnE�al �orin �.o 'I Da#e: 1-29�'�5 Pro'ect Name: Jahn Hine Subaru P� e 3 of 3 Pra"ect Numher: G94'i2fifi-3fl Lo ed 8 : KRM Drillin Cvm an : 2R T e of Ri : CME-55 �ri�e W�i ht Ibs. : 14d Oro in. : 3D" Hole Dfa. in. : 8" Ta af Hole Elevatian ft : '1 Q62' Hole Lacativr�: 5ee Gefltechnica! Ma � � Q Standard Penetratian Test vt � � � 3 SPT CLIRVE � .. C7 u, �, �'"n � �' � z � oEscR«T�ar� � � ~ � � � � � o, Q�° � o D�pth N � w � o m cn u� � C� cr�i � o 'i 0 3D �a � �❑ ��. Ri4 :. : sP SANDSTQNE;lighttan gr�y,wet,hard,fnei ��,���7,� soa-si o 3� c�arSe rained hf �i oxidlzed �riable �aoa Tv�al oepth:s�.5� �raundwater at 49.�' ss 985 70 � �J 99� 75 985 80 98� 85 975 � Sampi�].eqe� � �RT �eotechn�cal H RiRg 5�mple�CA modif�ed} �Q�s u���n� �� ,J..-�� ,� 1 �etitechnical �vrin L� � Date: 1-�9-'i 5 Pro'ect Mam�: .la�t�Hine Subaru Pa e 1 of 1 pro'ect Number: G'�41�66-10 Lo ed 8 : KRM Drillin Com an : �R T e vf Ri : CME-55 Dri�e YV�i ht Ib�. : 14[l Dro in. : 3�" Ha1e❑Fa. �n. : 8" To vf Hole Ele�atian ft : 'f�39' Ho[e Lacatian: See Geat�chnica!Ma � _ � � � Standard�'enetratior�Test n � � " g 5PT CURVE �,, . � � � :�' �, � o � o z � � DESCRIPTION � � . � � � r� U a. � Q.n � o Depth N � � -n o. � � � o E v� �, a w m � m u� c° C,�7 C7 u''i � � 'i Q 3D 5U � A[c ARTIFICIAL FILL,C�NlPACTED ;; �M Sijly SANO;light alive,damp#o rnoisk,dense, fine to medium graineci,lif�s visible,some ig vxidation,trace cfay gag_����y z� Ri �o.�tas.z 2.�.5 sa 1 Q35 3z c i i $ �a � E�:;= fine gCaine[i 19.1�ia.2 s.n-a.o �7 1� :;:;_ :f:i:: $ 51 M� Sandy 51LT;light olive brown,malst,stiff,ve �a r y�go .�� ^ 103� s fine ta fine grained,trar,e clay . �� 12 �� ;..;.:;..:; �W G�E]ATERMAI�Y PAL]BA 5AND5TONE �g ���,p ifl,a�s.a �3 � i� ':"""' SAN05Tt7NE;light a1iv�,maist�a wet, ts ,.,;,,�::�: mediurn dense,very frne[a fine graine�,tr�ce siit and c�ay 'f025 :� " � 5� Clayey 51LTST�NE;medium ta lig�f olive, � W� � ��� �s.a�s.5 �� ia Sz darnp�maderately hard,very fine gra(ned iQ ��' fine gtainecf,oxidi2ed,slighlly m9caeous, massive 10�(3 �a i� trace carhon and pi�hole pares �s ���.7 za.a��,a 3t 18 � 26 Tatal Depti�:�1.�' Na Graundwaler 'i�15 25 1010 5amole Leaend G S�r �eot�chnMca! � Ring 5ample�CA madflfedy �*a['��u�t�n� �� . � �r�' PP �ABtlR..t#TDRY T►ESTI'NG PRQGF�IUR�S�� TEST I�i�'���",S � � APPEND,IX C Lahora!'��►y Tesdn Prnc��dunes and T�sf Resull�s � ; t The laboratory tesfiing program was directed towards prn�iding quantitative daka r�iatirzg to the relev�nt engineering propert�es of the soils. 5ampies considered r�presen�ative of site conditinr�s were tesked in geReral accardance with Amerfcan 5ociety F�r Te��ing and Ma�eriafs�ASTM} pra�edure aRd�or Califarnia Tesr MeE�ods {CTM}� where applicabfe. The fvllowing summary is a hrief outffne of'the�est type and a rabl� sumrnarizing �he tes�resuE�s. Sai1 Clas�ifica�on; 5oils were classifled according �he Unified Sail Class�Fption System �U5C5} in a��ordanGe with ASTM Tesk Me�hods D�487 and D24g6. This sys�em uses re[ies on the Atterberg �imi�s and grair� s��e distrih�rtian af a so3f. The soll class�Ficat�vr�s �ar graup symbo!} are �hawn on the laboratary test dak�f and baring log. Maximum Dry Densit�• Tes�: The max�mum dry density and aptimum moisture can�en� af typical maxerials were deEernnined in accordance wj�h ASTM D�5S7, The tesk resul�s are presented in khe tahle below: ; �MAL �` �1�I� � -�" ,�."�,- 1r7 Y�t7-N�TY ��! 4�' � , .��;:�� L�3�A►T3'Q s � _�- -;;. .� .�' 9�.�' ��� C�l�f�7'�' oy�, ;��� u� �,d.. �Y�r B-� @ 4'5.4' S��ty�.SANC],����} �.Z5.6 10.Q � _S�1_u_b1e 3'�lFat�s: Tf�e so�uble suEfate cantents of selected sampl�s were determined by star�dard geotechr�ir�l methods tCTM 4�.7}. Ti�e soiuhle suffate cankent iS used to deteRnine the appropriate cemenE type and maximum �� wa�er-cem�n�r��ios. Tf�e�est resu��s are pres�n�ed in the tabfe below: ��d�p< � � � ' aCAfTrI�'O_�. " J � RE� B-i @ 0'5.0' SAN D&���yey Sa nd�.(SP���}, 78 N�eg�i�ib�e *Per ACI 31QR-45 TabRe �.3.�. Cf�laride Content: C�Ioride conten�was tes�ed wi�h GTM 4�2. The resulhs are presen�ed in the�able below: • ':�s , i;�?:�,:r'r.,R r.i 1M• �``� `�1�fPL�E�D- ►�!]I i� .���.�=�'�SA PL�E�L��C�'P�Qf�I' � ltt), :, r B-�. @ 0'-5.0' SAND&Clayey 5and{SP�S�} � 53 Min�'merm Igesi.stivity and pH Tests: Minimum ressstivity and pH tests were perFam�ed with CTM 643. T�e resu[ts are presented in the tahle below: Sr4'L� _ ,: �: .�.,...... , ..�w. ..�....y...� ... a �� � r �.�r1���0� y��a {, _��� �~ _ ��A�f.h . .�r � B-1 @�-5,�' SAND &.�#a �y SaRd-��5P/5C� J 8.8� 5�04. � �� D►►�e�ct She+ar, Direc� shear tests w�re performed o� se�ec�d undisturbed samples, which w�re soaked for a minlmum vf �� hours under a surc�arge �qual to the applied normal farce during kesti�g. Af�er transfer af the s�mp��into th�shea�box, and relaading fihe sample, pore press�rres�t'up in �h�sample d�e tv t�e transfer were � ailawed t�dissipate�ar a period o�appraximate�y 1 hour prior to applic�tian of si�earing force. The sampl�s were �^ tested under various normal loads, a rnakvr-dri�en, strain-controlled, direct-shear tesbing apparatus a�a strain ra�e o�abaut 0.0a5 inch per mi�ufe�dep�nding �pan the soiljbedrock type}.The tes�resu�rs are tn�he�ab�e pre�nted below: ..,.�-� S ��:,:�s� �!,,�:. y�,.'y " '�;::r !i� Y_'��i�a` .z�9 •p��vtis.y�ew}.�Tq •r,� .�r � �:�,.';;."��•�'��� `�bT ' �' x`T`� S�I�IP�E;9:. :� � r� �:�;„;��A1�P�F�:�-,�;; ��. :�����'� , ,,,� .<. ,, ° �.::�,_;,;,; ; ��;�r; :���..�:s�y M1 Ai1���1�... ��� �. t� ��: ���L�o ,��r��� �. ;��:�S�-� eo��'�ro�v�ry: �,,. � �"�x.�y,- �J� -.�ui��e;:�r.�71����u'� ;, :!%4:�',�ai...��=+� �: ' �'' ..s� y �,7i . ir'r�" ri:r':}:. d.=;r....,�.;�..�:i � '��� i_.. 1 �' Fr L�• � f Q �.,�.�:� ;.E: �� :•--:�. ..,.,;,�::.:, �� �., �` ] �.� N�! ��a�i������; - s:a � �t'����!��'i� °: :,y e; ;:;��, ��.'�;'l w..a..��i. ...,� _ _l1�. W..�,�...,. �d:::s•� ir�,::5.�...�..a.,.�.,d�,,..�..6,:d,�: s�.�...�J `+'�`� �'•.:<i�=.=--gi-.�: ��h�... ��.�9 {������-;�' '��� ��.�,�.'� B-� @ 35.�' Clayey Sa�dsbane 3z ��� Exp�ansion_In,��x T�: Expansior�Index of selected samples was �valua��d in a�cvrdance vrrith ASfM D4829. 5pecim�ns are malded �nder a giver� compac�ive energy ta appraximately the apt�mum mvis��re content and apprvximately 5� percent saturation or appr�ximately 9D percen� �elafii�e compackio�. The prep�red �-inch t�Ick by �-inch diamet�r specimens are loaded �a a�t equivaler�t 144 psf surcharge and ar� inu�dated with tap water until volumetric equili6rium is reaci�ed.The resu[ts❑F��ese�ests are presented in the tahle beiow: ���: ,, .,>- ��,��.,,,�,�-..� _, .F.: ,��o�: ,;x �/ �. •iT:•�4.�.•�=`s'n a f�_i» .. rm w.:.y �..rc ^"i��'ti�f#J'a+� :r{"'r�<`� "�'r+"'o.'"'•��"'""^�+''�"":�?ae -�����:��AMIp'�4E L[1C� 7►3'4��' -:��=:' ��,:�;'=F'�P .� 01� - �;�. § ��� � :i�;ii: .s .�.y„y:.�� ,�. �:��i '`���:'^:� -,�"� ��� �/���i:._�• �. r � � �� `�'�'� �:�_-:�,:����.. ,�j�x� �,�.;Y, �;�:�'���� :k -YF_ :d .� £,��� �`�,.:.. �P 'NS�DN'P1l�3'.a,.. ��.:; �. SL',�','-•,ti..,. •.�s,�:: eas�:_-<.�.:..�..s�.�i��[4�.�.,s�.�A�._.. �'x• ���,�^..�1.'�.�,y.i§�1=";"�.�u�S��Y1�1'�ir:��^:+iF1';l=�`.s��.� B-i @ 4'-5.�' �.8 Very l.ow B-1 ���,0'-�5.D' �,r} Very l.ow R-V�Iue; The resistar�ce R-value was de�ermined by t�e ASTM DZ844 for base, sub-base� ar�d basement so11s. � � The sarnples were prepa�ed and exuda�ion pressUre and R-�a[ue were d�r�rmined. These res�lt�were us�d for �J pavement deslgn: 'y�'v,�1-�c'�.�a�. .�. ..�.q._y� y -• y._� .,i.^!�;sc�'�m ,:-,d� n�s•'-p'rn" - ^^' - - - @C:'� � rr,Y...•i' "� ���.Y�.t�,.'✓.R i: fY.f r q H�- ,6':�-':r r S� X? .+�W�F ti:}. ~�� y� ! Y�SYf�".R?f3.' l��?^'�x.i. � .� .9�''•'�` ���. ���S�I�J'P,�f'r�[i..�ATI41.'V�. _ � ,_�.� PL� f' T,�' 11��=��;�:d���.-���V,.AL!IF -- �::�; !N' � S.CI�'� Q � - �-�Y� � R-Value 5am fe[a] �'-5.0' _ C�a e SAND SC Z�} Cansalidation: Cor�solida�ivn test� we�e perFvrmEd an se�ected, relakive[y undis�urbed ring samp�es �Madified ASTM Test method D�435}. The sarnple �2,4� inches in di�rneter and 1-inch ir� height] was piaced in a consol[darneke�r and increasir�g loads were apAlied. The samp��s were allowed kn cvnsolidate under "dvuble drainage" and tota! deforma�ion for e�c� loading step was recorded. The percent consalidatior� For eac� load starnp was recarded as the rativn of the amount af verticai �ompresslon to the origir�al sample heig��. The graphira� kest result�are presentecl�n fihe folEowing pages. 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'� �� � I� � � '� #S i� L Y � s �= g1 I : I ■'� M r`�'� I� .�, �.'�,,, �S �~ „ � �'�a .�'y '� 'rr ��o E �� � � - - ' p.. rI �� is� ;r 'i� �4.1t '� � ';i � � ts " ''' ' l.N�' � � J� � �� � v � I �� `•4: , y:��`� ; � � .�y � � �I �'�� f� ��'14 , '� u .Y °o � ii�;1 r- �� �y 4 7 C7 � M ksjtil'�� � � � � � � � � � r� r°�I [� " �' �� � ur � � � � 1 K � [� t :� �ti. �`�"� �' ,� �� � � �� ��` I �' p : �� � � � ., , f ` ` � +n. i ,� .�f..:. � � �i � }�t I' +�i�� � �� �� i j '�i l •1 i{ .... r„ ��.�R� R � � � ���� E I i i i ��t, '' � , ��s�s � ' J �' ;�f r }t��` � J � ���� ;� f ' � • lf �'� � ��l9it I�1 IF � V w� � 'q ■ �q Q°� �. .t3 'I fnl,1, �°�,°d A �t r � �� � U�� : � .�r� �� , killl.,f� j �� LL�� � M :x�� t w i' i� ..f ��n � , I � � o �3 �� • � ��� �r„ Ca � '� .=�1=�t � �-� i ��[�! b � �, E � � =t=F. �� , � �� " {�� '� s "' '� � f� � a a a � �. b T��Lr, ' � ��� � � �+*I`, -- �. +"' '� '� w � . .".". , � � i � � ' '�'" �� �� :ti � APPENDfJI�D GFIV�R�L ,E�BT�iI'�Clf�'!{C�I ND_G�D�J_11_G SFEC�TF.�CA T�'DN5 � �J � � � APPFNDI.�D Genera!Earth wark and Gradin,a S�ecif►rati n fnr Rour,,�,�h, r dinq 1,� General I.� rnf�nf. These Genera[ Earthwork ar�d Grading 5pecificatiar�s are far �he grading and ear�hwork shawn on the a�prv�ed grading plsr�(s) ar�d/or indicated in the geotechnical report(s}, These Specificatio�s�re a part vf khe re�ommenda�ions cantai�ed 1n the geatechnieal report�s}. TR ca� of confl�ct� �he specifc recarnmendatians in the geotechr�iCal repnrt sh�ll supersede these rnafe general Specificakions. �bservations of the earthwork hy ��e project Gevkechnical Cvnsultant during the caurse of grading m�y result fn new or revised recommendations that c�uld supersede tf�ese specifications ar the recommendations in the geotechn�cal report�s}. �,Z T1�ie Geotechnical�Consuftan�o rid: Priar to commen�emenfi of work, the awne� shaZl emplay a q�aljFed Geotec�r�ical Cons�ltant af Record (Gea�e�hnic.�� Consul��+r}, The CeotechnicaE Cansuftant shali be respvnsible for reviewing �he appraved geotechn€cal report[s� and accephng the adeq�a�yr o� the preliminary geatec�nical fndings, canc[usians, ar�d r�cnmmendattons prior to the rommenaement o�the grading. Pr3�r to commencement aF gradingr the Geafi�chnical Consultar�t shall ieview the "wark pfan" prepared by the Earthwork Cankractar (Confiractor} ar�d sched�sle sufficlenr personn�l �� per�orm khe apprvpr�axe level vf vbservatian, rnappin�, and compac�i�n testing. Quring th� grading and eart�work op�rakionsr the Geo�echriical Consuft�ar�k shall ohserve, map� l and doc+�ment the subs�rface exposures to Werify the geotechnical design assurnp�ioris. If fhe � observed candit.ions �re �vund to be signiRcandy �iFFerent thar� the interpre�ed assumptions `J during the design phasef fhe G�o�echn�cal Cor�s�ftant shall inform khe owner, reGammend appropr�ate char�ges In design �o accammcxia�e the observed condit�ons� and nahfy th� r�view agenGy where required. The Gea�e�hni�al Cansu�tant shall abserve �he moisture-Candfaoni�tg and processing of t�e subgrade and fiil mat��ials arad perf'orm relative compactian testing af fiii �o oanfrm khat the attained leve� �f eompackio� is being accvmplished as Speci�ed. The Geofiec�nical Consult�an� shali provide th�e test results�o the awner and the Coritracto�r on a routi�e and frequent basis. Y.3 Tfte Earthwork Canfrac�rr. The EartY�work Car�trac�or �Car�tractor} shalf be qualifed� experienced, and kr�owledgeab�e �n eart�work �ogistics, preparat�on and processin� of ground to reaeive fi�E, moi�ture-canditionir�g ar�d pracessing af FI�� and compa�ting fili. The �vntractor s�all rev+ew and accept the plar�s, geate�hni�a[ report(s}, and �hese SpeciFcakions prior �o commen�ement oF grad�ng. The Con�ractar shall be solely responsibl�for perf'orming tf�e gr�ding in accordance with khe prajec� p�ans and spe�ificatians. The Can�ractor sha�� prepare and subrnit to the awner and the Geotechni�al Cansul�ant a work p�an th�� indica�es �te sequeRce of earthwork grading� �he n�mber v� "equipmen�" o� work and the estimated quantities af d�ily ear�hwork con�empla�cd�ar the sike priv�r to commenaeme�t of grading. The Cantractar shall in�arm the owner and �he Geotechnical Cor�sul�ant of changes in work sched�lEs and updakes �a tF�e work plan a� least Z4 hours in advar�ce vf s�ch changes so fha� apprapriate per�anneC will �� avai�abl� far ohservation and �es�ing. The Con�ra�tor shal[ no� assume�hat the Geotechn�cal Consultant�s aware of all grading apera�on5. The �ontractor si��ll have the sale r�sponsi�ility�a provide adequa�e equipmen�and mefihads t4 � � accomplish the earthwork in accordance wi�h �rhe app��cahle grading �od�s and age�cy �' i � and/or tesked priar to k�ing ac�ep�ed by tt�e Geotecl�nicai CansuZtant as suitable ta recei�e FII. - � The Cont�actor sh�ll ❑btain a writfien acceptance from the Geofechnfcal Cflnsui�ant pr�or to fll pl�cemen�. A licensed surveyor shall provide the sunrey controf for determining el�vations aF �rocessed areas, �teys� and ben�he5. 3r 0 FiII Maferial � 3..� r�1; Mater�a) ta be used as Fill shall he essent9aliy free vF ❑rganic matter and othe� deleteriaus substances evaluated and accep��d by �h� Geotechnic�l �a�s�t�ank prior ta pla�ement, Sails o� pavr quality, suGh as those with urtaccep�ble gradat�o�� high expansian potential, ar tow s�rer�gth sha![ he pla�ed in areas �c�eptab�e to the Geotec�r�icaJ Cons�ltant or mixed with�t�-ier svils�v achiev�satisFactvry fiEl material. 3,� Llversize: �versi�e material defiRed as rcxk, Qr other irredUcihle mat�rial witi� a rnax�mum dimensiar� greaker �han 8 inches, shalf no� be b�ried or placed in FII unless locatia�r materials� and placement methods are spec�fr.aEEy accepted by the Geatechn�cal Cansultant. Placernent �perations shalf be such t�at nes�ing af ove�si�ed rnaterjal does nat occur and sueh th�t av�rsire material i� cvmple�ely surra�nded by �ompacted ar densiFed fill. aversi�e material s�all not be p�aced within 1❑v�rtical feet vf finish grade ar within Z fQe� of Future utiiities ar tandergraund cans�ruc�ivn. 3.3 I�: Tf importing o��Il material Es r�quir�d for gradin�� pr�posed import material shall mee� the reyulrement� of Section 3.1. T�e poten�ial import saurce shal[ be given �o the ��o�hnf�al Gonsultant a� leas�48 haur���warking days} before importing f�egins so�hat i�s suita�ility can he de��mnined and appropriate rests perform�d. ` . �� �.0 Fill Plaaement and Compaet�►'nr� 4.Y Fill LaYe_r_s: Apprvv�d FII makerial shall be placed in areas prepar�d ko receive f[I �per 5ectivn 3,0) in near-har��ontai layers not exceeding 8 inches in lvose ti�ickness. TI��Geatechr�icaf Consul�an� may accept thick�r layers iF kesking indicates the grading procedures c�n adequa�ely eompac� t�e t�ricker fayers, Each layer shaH be spread ever�ly and rnixed tharough[y to a�ta�n r�la�ive urt�formity of material and moisture t�raughau�. 4,2 Fi11 Moisture Candi[�i�nin�r: �ill soils sMalf he watered, drieal ba�K, b�ended, andjar mixed, as �ecessary to attain relative�y unifvmn maisture confent at ar sligl�tiy over optim�rn. Maxirnum densiijr and op�imurn soil mai��ure oon�ent �es�s shall be �erformed in �ccordar�ce wit� the Ameri�an 5ociety of Testing a�d Matert'als tASTM T�s�Mekhad DX557'�91}. 4.3 Com,�actinn nf1�il1. Af��r each layer has bee� mvisture-�orrditivned� mixed, and e�enly spread, it sh�11 �e ur�iformly �ornpacte�d tv no� less�ar� 9U per�er��of maximum dry density (ASTT'I Test Method D�.557-9�}, Compaction equipme�t shall be adeq�ately sized and be e��her speciFi�afly designed for sail cornpaction or af praver� �reliability �o efficiently achieve the specifed level of campaction with �ni�ormity. �.4 Cam ct�on af Fili S! : In addition ro narm�l compaction procedures speci�ied abn�e� compaction af slvpes sha11 be a�camplished by hacicrailing of siope� witY� s�eepsfoot rol�ers at incre.men�s af 3 t� 4 feet in fllI elevation� ar by ot�er methods praducing satisfac�ory resu[ts aC�e��a�le to the Geotecfi�nical Cans��tar�t, llpor rnmple�ion of grading, relative �ampacti�n af the firl� �ut �o the slope face� shall be at leas� 9�percen� oF inaximum density per ASTM TesE Methad ���57-9�.. �� � � 4.5 Comaac[ion TestinQ. Field �est� for mois�ure con�ent �nd relative evmp�ctian a� the fill soi[s shafl �e Perforrr�ed by t�e Geo�echnical C�nsultan�. Lacatior� �nd frequency vf kests sha[I he a� t�e Consul�ant's dis�ret�an based on �eld �andi�bns encou�n�ered, Campaction �esk 1�catians will no�necessarily be selec.t�d vn a randvm basis. Tes�locations sha![ be se[ected tv verify ad�qu�c.y af c�ompa�tivn Ievels in areas th�� �re judged tn be prone to inadequate compackivn �s�ch as c�ose to sla� Fac.�s and at t�e filljbedrock benches}. .�.� F uen of C m cfion T 'n : Tests sha11 be taken at intervafs not exceeding ��eet in vertical rise and/ar X,000 cubic yards of compaeted Flf svils embankrne�t. In additior�, as a guideliRe� at [eas�o�e �1.} tes�s�a[I be f��cen on slope ��ces for e�ri� 5�a0�squar� feet o�slope fac� andjor each �.4 feet vf ver�ical heig�t of slope. "f�e Confiractflr shall assur� �ha� Fill cons�ructivn is such �hat rhe rest�ng �chedule can �� ac�ampli�I�ed by t�e Gec�ke�hnt�al Cansu�kant. The Contractor shall stop ar slaw dawn tt�e ear��work ronstruc�ion if�h�se minimum skar�dards are no�met, 4.7 Co►r�p�action Test Lorafians: The G�otechnlcaf Consulfar�� shall dvcument t�e appraxima�e elevafiian and hari�on�al coardinates of �ach test lflcatia�. The Con�ractor s�all coardina�e with the praject surveyor to assure tF�a� sUffi�ient grade stake� are established so that the ��otechniral Consu[tan�can determir�e th�tes���ca�ians wit�t suff�ienk accur�cy. A�a minirnum, two ��} grade s�kes within a horiaont�al disfiance of 100 feet and ve�ticafly less thar� 5 Fee�apa� from patential tes�locations s�all be provid�cJ. 5.0 Sufadrains �� 3.,� Suhdrain Installalion Subdra�n systems sh�ll be ins�alled in aGcordance wit�r �F�e approved geotechni�al �eport�s}, the grading plan and the City of Murriera gradlr�g ❑rdin�nte and st�nd�rds, The G�a�echnical Consul�an� may recommend additional subdrain and�ar changes in su�drain ex�ent� lac�tivn, grade, or m�terial depending an conditivns encauntered d�ring �rading. All subdrains shall I� surveyed �y a �and surveyor�civj! �ngineer For li�e and grad�ai�er instaE�a�io� and pri�r to burial. Su�fiG�ent time should be allowed by t�e Cvntra�or for�i�ese surveys. �, �� � P E P FVIaI15 PQ S ErF' � � �f._� {, � � ..�.� ..r....�. ..-�� ..-.�.-.. .,...-... � ��� �'�LI�EI� ��V��R LET�`E� � �.�� ��LL��Tr�� �H��� ��l�C��� LE�TER � - [�`���.I�I�.AI� ��'�R.T� �S� �� � 2 � � �...E���I�TS� '�'� ��31�M��TT� � ��T J1��Y �� ��'� LE�I`rTER ��� �S��I�LEA���� � NfiI�'�EME� �.A.�� � �LE � N��'��F ILE �. _.-, �� �1 � � � � ....... �...�. ,..�,� ^� ^� T I� . � ��^� ., �� �� �� ��� ������ -- �t�`�'� ����.���r�'��N �'��� �. �ir� �U.: "�� I�fs3�C�[ F��ti. �'1 ��ti ���1'�, ClC} _ ,^�_ '� , ' .�_ ----.� E11'i� �a's.. � � . � � V Sit�Lvcal�on. � � 4 � �� ,t�� d�[ Da[t af ReQort: � � Date Appro►�ed: � SGhJ� Z] u ..�- Au�ho►-of R�pon {Cpmpa�nr3: N � a o a Ti�le o�Re�ar�: � � � �� --- J v ° �� � �� ,���s� ���� � Inves�i�ation T�e: F�u1� Haz�rd � L�quefartian Haaard Gcocechnica] �''�llit ]�11'C5{i Q8�11 �SYe3: Ap Zvn� County�.one Other Not Zaned Faults: Ac�ive � Inactiv� No�Found Setbacks ���f�. fra��� fault} � � � F�u�E Name: � �� ����„�,., ��� a��.� _��f. Unnarned Li uefaction Investi ation Dat�: Liquefaction Potential Fo�nd: l'es Na .�.. 5e�tlem�n� CalcuIated(incl�es}: Tota� Liq. Ind�iced I]iff'erentia�Liq Indu�ed Tv�ar Dry Differential Dry ���" Depth �a Groundwater�feet below�roun� surfac�}: Dunng Invest�gation Histaric High �,..,�„ Anticipated Hi�h Liq. Investiga�ipn i��e�had: Holtaw Stem B�rings Cl'T Sc�eenin Levei ` '�- � Slope S���i�iiti�_l�at�„�if i�cluded�: Propased Slopes Max�ut SlopeHeight (feet} inclinatian of Cut ��:�,etc.} �� A�ax Fill Slape Height �Feet} Inclin��iori of F�1 [2.],eFc,} Other H�ards EnGnirntered frac�:f�,f.�. laiidslide. subsidence.etc.}•,,,,,,,,,,,,, ,.,. �,_,__._ � , � ?:lgto�ag��l�en rr.parc da�ca�lr.ctian farm.doc � ::��� ,..; � � � ,.�.. .....+.. R �T s � � ��- 1 �7 �I�C��II�C ���L� � 1 . ..� ,.. .. � �--- ��an��r�� ������r���r�. �anuar� 28, 7 988 (Revised June 13, �988} 5chae�er �ixon �50C1���5 �1�8 So�ixh Nathaway 5treet Santa A�na, CaliFornia g2705 Attentian: 11� PauI Dawis; � SL�IFCT: 1�l�uist-�Priolo Spe�ial Studies 7�ne Project; 70�25a AP��; �2�1--�8�-�14, D�I� Tenta#ive Fareel N�a �3498 �ounty Geol�gic Repart No. 455 � Ranch� CaIifarnia Ax�a Dear Pau 1 : � have reviewed your re�or� entit�ed "Repar� an Geotechn�cnl �nvestigation �f �he �Viidamar Fau�t, tEort� Pla�a Area, R.ancho �alifornia, Riversxde Caunty, CA," dated August 31, 198?; the Sec�nd �'a�•ty r�view far the sub"ect project by Roy 3. 5�1�mon and Assa�:iates, dated 4ctoher, �987; and your a�dei�d�u�n repQrt dated � Decemher 14, �987. Yaur report deter�nined th at: 1. The surface trace vf the t�iidomar fau�t ext�nds narthwest-svutheast a�rv ss th� s i te. k�olocene-age,d i�placemea�t a�ong the �ilda�nar fa u l t a i the s i t� is indicated t�y {�[j disruption �� �robabl� Hol4cenewage soil ]��r�zons, {�� alluvium and pond dep�sits faul�ed against Pauba sed�m�nts, and t3} affsets ��ithin Ho��c�ne--age pand deposit. �, The small di sptac�m�n�s and di�continuity of the f'aults encountexed i n excavatians easte�-ly of �he �i�doniar fault sugges� that fhese faults are re 1 at ively m�nar, nvn-reo�curring pre�-Hoiocene features i n Pleis�ocene--age Pauba formation sedilnents. 3, The potenrial t'or Iand�Iid�ng is con�idered remote. 4, Th� potential fvr e�rtl�quake-�nduced �'laading , tsunamis and seiches can be precluded. 5. The pot�ntxal for s��mpathetic movement nn adjacent fau�ts is cons�dered t a be extremely �ow. ��__�� � 4�80 LE1VI��[STREET,9t*' FLO�R 4fi-2U9 4A515 STREET� R�QM 3�4 RiVERS[�E,CALiF�RNIA 925(]7 INQI�,CALIF�RNIA 42�nI ('T�4}787-818� (��342-a27� � r • � Schaefer Dixon Associat�s - 2 - �une �3, 1�SS 6, The patential for �i�uefact�an, lateral spreading, seismre settlement and differential �prnpacti�n is �onsidered law based on �our P�e�iminary Sails and Fou��dation Investigation repart da#ed August 31, �t987'. I t s]�nuld b� n�ted that �Ixis repart has nat be��1 reviewed and appraved 6y this ❑ffi�e. �our report �recomm�n�ed �h a t= 'I. i�a habita�Ie structures be p�aced a��ng the trace of the actiue �i ldamar� fault �one shown as "Fault Setback 2ane" �n Flate 1, �eotechnical N�p of your repor�� and des�xib�d i n yaur rep�rt. � � `�ae boundari�s o�' the fault setback zone �stablished �y this r�port su�ersede thos� r�Gomrn�nd�d by Pioneer Consultants , �980 ��c�unty �eologi� Repart Na. ��9}, I t i s our opinion that the report �as p�epared i n a campetent i��anner cansistent , with th� presen# "state--of--the�-art" an� satis���s th� 1.equirements of the AIquist-Priola 5pecial Sttidies Zon�s A�t and the associated Riversid� County �� C7rdinance Na, 547. F�t�al approval �f this report i s hereb�r given. � � V� rec4mnend �hat tlae follawing conditions he satisf'ied bet'or� issuance of any� �aw�ty perm�ts associated wit�� this praje�t: �!. 1`��e "Fault Setback Zone" shown on Plate x, Geotechnical Map of yaur rept7rt shall be delineated on the �z�vi�arimental Constraints Sl�eet �E.C.S.}, and the ar�a i n be�ween the .�etback zane shall E�e Ia�eled "F a u 1 t Haza�d �rea." 2 A note shall }�� pla�ed �n the E.�.S. sta�ing: "Th is property i s affected by �a�•�h quake fau lt i n�, Struc�ures fa r human a��upancy s h a 1� nox be allc�wed i n th� Fault Ha�a�•d Ar�a, T h i s constraint at'��cts parcels � through 8, and 11:' 3. Nates shall be placed an the final land divisian mep stating: {a} "Cou�.ity s�al ag�c Rep ax� Nn. 455 was pre ax�ed far th is property, an August 3�, 1981, and zs an fi 1 e a t tFie �iv�rside �;nunt�T Planning �e�artment. Sp�ci#'ic Items af cancern i n th�s report are as follaws: active earthc�uake faulting and un�ompacted tr�iich �ac�fill." (b} "This property is affected lry eartht�uak� faulting, 5tructures fvx• . �nm�aa� aGcupanc� shall nat be allowed i n the Fatii� Hazard Axea. Tf�e �ozastrain� at'fects parcels 2 thr�ugh 8, and 1�, as shown c�i the c�CC[II17�7�17VII1a Enviranmental Cvns��aints Sheet, the c�riginal v�' which is a�n r i 1 e at the office of the R�v�rside Cnunt}� Sucveyor. � P �J ^,' � - , 5chaeFer Dix�n Associates - � � J'un� 13, ]988 4. A copy a f the �'i n a� ma� and L�n�ir�nmental �onstraints She�t sha I I be su�m�tted t❑ tl�e Plann�ng Departii3en� Engineering G�alvg�st x'or review and approval . I t shauld be noted that the areas cvvered by these reports mw supersede �he same areas p�r�viousl}� cavered b� Coun�y Geolo�i� Repa��� 1g9; fhere�ore, the R�stricted Lke and Fault Haza�d zanes i n Cvunty Geolagic R�port l99 � n this ar�a are n� lo�ager applicab�e, Ve�y� truly yaurs, � RYV�RSIDE C�[]NTY Pf�r ��P����fi R.a,ger 5, 5treeter " Planr�i � �i�� , � ; fr l �" � St�ven , Kuv et•man � En ineering Ge�lagistl �-1Z�5 , � SAK: rd c,c, �saba Ko - Rancha C a I i f. Dev Co. Roy J� S�el mon ~ Consultant �orm �ostbom R Building & Sa�ety t2} Earl Ha�t - CDMG Creg Neal � P 1 a n n i n� Tea�n � � � �� �� � �� �� r..... � � � � • �'� � . � � ... . /�� �Zf-..�rl� 1� �-J� � � R�Y,�.SHLE�IaN&ASSOG., �Nc. � � Geolag[caland Environmental�onsul�arr�s Pnst�1fce Box 3065 Qua�maryGeolag�. NeWp�h Beach.Cafifornia Eco�amic Geomarphalvgy U.S.A. 92663-a 62 U Soi[5tratigraphy Tel: (71�4� 675�2695 �oarchaeolvgy e sEcaHa PAR�Y R�vIE� � Repar� of GeateChni�al �nves�igation af the �Jildomar Faul,t� North Plaxa Area, Rancho Califarnia� River�ide County, California by � Ray �. Shlemon far Hanch� California Development Company �ctaber 1987 {, r . � • . � C4NTEHTS Page INTRODUCT��N . . . . . . . . . . . . . . . . . . r r . . . M 1 Purpase and Scage r ■ r ■ � ■ r ■ r r ■ ■ ■ ■ ■ ■ a ■ r C. Acknnwtledgmer►ts . . . . . . . . . . . . . � . . . � . . 2 GEDTECHN�CAL Z S SUES . . . . . . . . . . . . . . . . . . . . 2 INVESTXGATIVE PR�CED[IRESr r . . . . . . . . . . . . , . . . 3 �: Lineament l�t�a�ysxs ■ ■ • a ■ ■ w � ■ • ■ ■ ■ ■ r r r r � Trenehing . . . . . . . . . . . . . . . » � . . . . . . 3 Can� P�netrometer Tests �C�T� . . . . . . . . . r � . . 4 CGSCL�5TDNS . . . . . . . . . . . . . . . . . . . � . � � . . 5 REFERENCES CITE�. . . . . . . . . . . . . . . . . . r r » « 7 � � - � • • . d �� � � - S�CDWD PARTY ��V��! R�por� 4� Geo�echn�.ca1. Znvesta.gatzon a� the ir��ldomar Eau1�, Narth�� Pla�a Ar�a, Rancha Cali�arnia, Ra.verside Coun�y, Cali�arnia. ZNTftOdUCTTON Pur�ose ana� Scaa� This second party rev�ew bra.ef�}� �ummara.�es basic da�a and con�lusians dacum�n��d a.n "Report of G�o�echn�.c�1. �nvesta.gata.an vf �he �f i l�ama� Fau1�� Nor�h PZaxa Azea� Ranchv �a�.�.�o�n�.a, R�vers�.de C�un�y� C��if�rni�" subm�.�ted �a �he Ran�ho Cali��oarn�.a Deve].opmen� �RCDC} by � Schae�er Dixon Assoczates, Inc. �S�y. The rev.�ew focuses on �he adequa�y of te�hnacal. �.nves�igations, and e�r��t����xes compl��e�ess of �i�1.d wQrk and documen�ati.an o� the final. report. Fie�.d review ❑f the 5QA �n�restigation� �nc�.uding �r�nch p].ac�ment and lo�g.�ng, and resu�.ts �f the cone ��nek.rane�et- �es�s (CPT}, was carried au� �n �u�.y '198T. Cr�,�zque o� draft and �a.na� r�par��, and rel.a�ed discussians were �om�1Pt�� in August. Laca��.an and �eo�.og�.c maps, and athex pertinent g�o��chnica3. graph�.cs ar� qiv�n zn �he SDA repart and h�nce no� reproduced hexe. The conclusions of �his re�riew were prevxousl,y discussed wzth RCDC mana��rnent and SDA gea�echna.�al, personne]., but are resta��d here as more ���rmaJ. documen�a�ion. �. � .� L� r � � Acknowl.edgments This review t�as commissianed b� RCaC as part ❑� a �eotechnical Qua�it� Assux'anG� Pragxam. Managemen� suppox� was g�neraus�.y provided by RC�C� in�tial�.y b� D. Gh�.nia�ff� and later by C. Ko. Fa.e�.d assi.s�ance� par��.cu�.�x�.}� �oz trench insp�ctzon, was kindly a�faxded by SDA eng�.ne�ring geolog�.s�s P. Dava.s, 5. Hazdman, and A, Meeker. � GEQTECHNZCAL TSSOES The Hor�h P7.aza ���e lies as�r�.de the �ra�e o f the active Wzldon�ar �au.l�k �CaI.�.�. Da.v. Ma.nes and G�aJ.ogy� Z980� , a spla� and ma�ar s�ru��u�al component o f the w�i k�ter-�1 s i nare sys��m f see Iocatzon n�aps in 5DA repoxt}. Consequent�.y, ti�r�.�h resp�ct �o �ault�ng, �wa primary gso�echnical. ! issues t�ere appax�n�: �1 y what ev�.dence a.s sp�c��z�al.ly pr��ent f d � docum�nt the ac�a.va�y o f Wz�domax �au�.� zn this area; and ��} what a.s the wid�h vf the zone for setback purposes? I r� ���r�i cu�ar, z� �he Wil.domar �aul� coinciden� and 3.im�.ted �o a striking, northwes�-�rend�.ng �eomorph�.c escarpment acxass �h� �ite; ax, a.��ernatzt�e��� axe the�e o�her subparal.�.e]. fau].ts t�ns �a hundreds a� f�et di.stant also requ��ing appropri.a�e se�backs? S�condary, awing to high grvundwa�er I�vels, there is a geote�hna.ca�. conc�rn alaout po�enti.a�. �.a.quefactian in a porti.on o� the s�.�e, an issue addressed �.n a sepaxat� SDA r�por�. _ � � � � �� ; . To address these que��ions, �he SOA �nvestig��ion emp1oyed several , �er�znen� field and .labora�ox� te�hna.ques; narnely, �'�y identi�ying �nd assessi.ng the o�czga.n of aerial-�ho�ographa.G li.�eaments; ��� �mp].aca.ng and . logging 13 b�ckhoe �renches from �he e�carpment ta the eas�exn edge vf �he Alquis�--�rioZo {�-P7 Sp�ca.a�. Studies �one; and {3� si�ing and perfarm�.ng . CPT across hiqh graundwater �or�ions ❑f �he si�e to th� WES���'n �dge o� the �P �one. ZNVE5TxGATxjIE PROCEaURES Lineamen� �1na�.y��� . Fou� ae��.a1-pho�og�aphic �xneam�n�s weze iden�i�ied in the s�ud� �SaA Pla�e �. � La.neamen�s L--�, L-3 and L-9 were gen�ral�y subt�.e and dis�on�inuous. V�h�re interce�ted �y �renches, these ].ineaments were demons�r�bly n4C assaca.ated with tau�.�s. This a.n�o�mat�.vn was l� particu�.ar.�� �eZ�Wan'� �n L-�4, a �.ineamen� cl�ose3.� caacr�spond�.ng t a an ��� inferre� �ault mapped by Kenn�dy {��77� . an�.� l.-I, the dam�.rtan� nar�hw�st--tzenda.ng lineament� carresponds �o �he str�king ��omorphic escarpmen�f and �o �he close.��-spac�d �arailel faults comprisi�g the Ni],d�ma r �one. Trenc�ing ' A's si�4Yrn an the SQA geo�echnical map {p�.at� ].}, same 13 baci�hae �r�nches w�re si�ea across the Mi�damar �au�.t escarpment ��.-1] and, as appxopra.ate, acrass lineamen�s L--2 �hraugh L--�. Th� �renches cross�ng �.h� Wildomar fault shaw pre--Ho�ocene P�uba �eds on �he east c�ear��� jux��posed a�ains� Holacene pand sediments on �he west. Th� �au�.t is genera��y character�.zed b� a 5 to 1�--ft wide �one of cl.ay gouge with �.n�erna� s t�'����e�rs o� �he coun�ry rock �SD� Trench I, Fa.g. P.�-1�) � Lo�ally� �'� .. � .. � � however, smailer t'au[ts and fractur�s also abour�d, usually �uithin 3a �t af' ,,,,,�- ,t�e mairt breaks. Additionally, same individuaI �'aults extend �irtualfy io the top vf the trench, displacing th� n��st recent callu�ium ❑r� the geomorphic es�arpment, as wetl as extending i nto tli e modern so i 1 ar�anic (A] ��rixo� �e.g. , �SDA Trench F: Fig. A-7). This trenching documentation, as r�e31 a s the preser�ce of th� associ ated geomvrp��ic escarpment, t h u s paints not �nly to a H�Iocene ag� for th� V►lildomar faulr, hut alsa su�gests tl�at last displacement rnay well have taker� pIace within tl�e past few hundred years! . In c�mparYs�r�, faults east of the Wildomar fac�lt are alj very small, have abser�able �ertical displacements of inches rather than of many f�eet, � �ren� in d irections ❑ther than ta the northwest, and are devoid af lineament expressiQn. These characteristics all in�iicat� that these jitiore � distant faufts are prvbably not associat�d �L�ith tl�e present tectonic � stress regime and are therefore nat part �� the active Wildoma�r tau�t zone. Ratl�er, these small fau 1 i� are prabably infra--Pauba i n age, as deter�llin�d in re�ent investigatians ���ighton and Associates. 1987}. Cone Penetrarne#�r Tests CPT) A k time of the 50A l�n�estigatian, graundwaEer tables K�est af the Wildomar fault �ere but a fev�� feet 6elow the sur�a�e essentially p�ecluding trenching a�ld logging. A.ccordingly, four lines of CAT saundin�s, tv deptlrs fr�m �2 to 54 ft. were s ited across the A-�P zone i n this area �SDh Plate 1�, Whe�e pra�tical, the Iines vverlapped trenches ex�asi�g the - 4 - � . . � ��',� . Wildomar fault, and thus pravided �isual confirmat�an of �AT �nterpretatians.� Additiona� calibration of subsurface CPT data was afforded by five 5U-ft deep barehc�les placed west of th� fa�it �scarpment {S�I� 1�Iate I}. The CPT data are parti�ularIy instructi�e, Fo� «�ithin their approximately one--ft resaluti�n, the� sh�w no apparent of�sei (vertical } 'of Kaloce��e--ag� sedimec�ts west of t}1e �li�domar faulf t❑ the edge of tI�e A�P zone {SDA Fig�tres a-5 and �-6�. Distin�t fluvial sands and interb�dd�� organic--rich dep�sits prouide excel�en� straii�raphic markers whiGh can be tr�ced as overlapping paeke�s af s�diments aeross t�is enti re higlj groundwater �on�, up io 5�a-ft wide i n the s��ithwest portion a fi th� �� site, ,Addi�ionally, as shown on the �PT cross sectionsr v�rtical disp�acement of ihe top of "alluvial deposits," abaut �5 ft below the present surface, apparent�y increases from about �4 feet on th� southeast {CPT 1 i n e A� t a �� �t on �E�e nort�west ��PT 1 i n e �}: Sedini�nts a t th i s . depth, srrat i graph i ca�ly belaw radiacarbon-dated organi� cin its observed �n an adjacent paFcel , are prabably a t or near th� Pleistac�ne--Halocen� boun�ar3r. The hori�ontai �ompanent of displacenient a # the Narth Pla�a s it� is unknown: but the appar�nt northward in�rease of v�rfica� offset G�anfarm� to regianal gevinorphic ob�ervations that t h i s particular sp�ay af the 1�'iidarnar fauli "dies out" ta the south, hut is iikely increasing ta the north. �- 5 - . � - • • . ,� , r � � �V�� The Wildvmar fac�It trend� nvrihwest acrass the North PlaLa study ares. Bas�d m�in�y an lineament ai�alysis, on �renching, and on interpretatsoil af CFT da�.a, i t is nol� wel] demonstrated that the �ault closeiy corresponds to a cl�arly-disc�rnible �eamorphic escarpment. The presence af �l�is essentia�ly uneraded escarpment, plus offset of organic sedim�cyts and s�ope co[Iuvium, suggest t h a t �a st dispfacement of �.he �au l t . may �a�e wel� oc�urred ��i i h i r� t��� past �ew hur�dred years. �PT and �'l i g h C ,auqe�- horings indicate stratigraphi� continuity af pr4bab�e Iatesi Pleistocen� to ear�y HoloGenc sediments west of rhe VVildomar fault to the A�� zone ba�i�dary. ❑ther fau]t s observed �n tren�laes �ast of the e5�arpment are srnall, trend in r�nd�m directi�n, have nv ��r�eam�r�t �xpressian, and are tltus prvbatale intra--Pauba tectonic featur�s unrelated � t❑ �he present �Holoeene} Wi�dom�r fault. In sum, based on these ne�vly--vbtained geotec��x�ical data, t��� �il�omar �„�fau1 t in the Nor�h Plaza area is jud�ed ta he unequivacaily active, but confined to a well deIimited zone. Aecardingly, a s�t�back zane centered � the fatclt and rrarying i n widcls frotn approximatel�r IOti t� 2�� ft �BaA Plate I}, i s naw fvrmu�ated, ,superseding �reviQusly�estabi ished boundaries 1�Fioneer eQnsUltants, 198D}. 1 _ � _ � � _�. � Y �� � �� 7 REf�RE�C�S CZTED Califaxni.a Qivi�ian af t�a.nes and G�al ag}�, 198�, Sp�c�.al s�udies 2ones mapsr Murzie�a and T�mecula quadrangl.es, �a�.i�orn�.a: scal.e �_�4,Oa4. �iar�, E, �f,, 1985 {revised), E'aul�-rup�uxe hazard �ones �.n Ca].a.��xn�,a: Califoxnia Div. ❑f Mines and Geolvgy, Special Pub. �2. Kennedy, h;, P., 1�77, Recency and character of �aul�ing along �he E1s�.no�e faul.t zan� in sou�h�rn Riverside Caun��, C�lifozna.a: �ali�arna.a Div. Mines �nd ��olvgy, Special Rep�. 13�, 12 p. �+ r Leighton � Assacia�es, 1987, Eng.ine�rxng gealoga.c inv�s�iga'�ion of fau�,txng, Rancha Ha.gh�.ands, Ten�at�.ve Trac� �a. �1.7�a, Rancho � Ca1 if Qrnia� Coun�� a� R�.ve�rsi.de r Ca�.a.�orna.a, ..�as Rancho Californza Developmen� Company; consu�.tants' R�g�.. (R�.vers�.de, � �.li�.}; I�a�rch 31, gro j ect no. �8fi2���-0�, app�nd�.ces. P�oneer ConsuZ�an�s, 1980, Geo��chniGal. �'V�.�U��'14iZ y 'a portion o� t�he ��.].domax �au�.t zoner Rancha CaZifflrnia area� R�.ve�si.ds, Ca�.i�oxni.a: �rar Kacor Real.�y� Rancho �al.zf�ornz� Di.vzs�.on; Consul.�ants' Rep�.� �Red�and�, Ca1.if.7; Jun� 1.3, job numb�r 1�4�--156 and �.59� . .� 7 .. ��� Geoiechntca[Engrneers 2'168 S4u�r�Haihaway 5ireet [774)546•SB02 Ssnla Ana. CaltFQrnia 9E7D5 t${?Oy2�5•iT�i � 'ti. �f, —w.- �-w�--- .---�r� _..:—_ L . �sy Assaciates Schaefer J �ixon 5chaefsr Dixon E�ics J Jnnes Rabert J Lynn Paul UBvis Wi[liam J Mvnahan James J Weaver John J Bute�a .]osEph F Montagna ^ James M SA11 Jahn H Fnsisr E7gnn[s V l,ong �"I� 9� -[]�rp.. /� � � 7 R�PDRT C7N GEdTECEINICAT� INVESTIGATI�N 4F TT-iE WILDflMAR FAULT NORTH PLAZA AREA RANCHO CAL I F��tN I A RIVERSIDE CauNTY� CALI�`�RNIA �� � �� � For � RAN�HO C A L I FD RN I A D�VEL�PI1�^NT C�MPA�' �7405 Yn�z Road Ranc�yo Cal i farnia, Ca� iforiiia 9239� . By: � Scliaefer Dixon Assaciates, Inc, 216B �❑�tl� Hnthaway S�reet S an t a Ana, C a 1 i f a r n i a �27D5 August 3 l , 1987 7��-25D --_ �.. � ��� � � �� • �.� '�` ;. V� —� � �' �` '� •'� �' � ` �� .{ �� � �° !� � R� a � i;.-.�a�. � 1 � �.' +'� �f � t C � 1� � ' r '� � r. S� �3�,� � � � �-� .'� l••�� y` �� �' I ' Q � �� � :�•� �. ; �� �`��� , � w ' � d � �SiTE AREA� � `' � ` •'� Z,-- - ¢ << '�"� :t`•,��� � tir f ` :�� � �� �� � iSEE PI.ATE 1] '+ �,��,*�.c'� � ,. . �SpE�IAL STUDI S �ONE . � �, � �-.�-��. - !1 �__ � - f..���'. �� �~�' r _ . ,• i��pr \ r r� `. �'�Q�� r � ,� � � � ,�• t! � � .) Q ��//��JJ . : � ��:.. � • � -.. �--� {� � � � t� + ., �f �° -�\��'] r � •� � •� +'1 ! 1 �t � �r ' u f'(� �� L� .� � �/ '�1 *��+ � '� it r�•• � � �� iG.r�f� _ 1 �L"', � , � � 'y �' • �•�• ��y �' /� � +/,� � ..'..�j�r� `"� ,} � � Z w ' d ,.drf'�1•,'-r �- ��` `` � °� , i �- � �� ,.�� r+�r � j' ,�\ r� ��� • �!� � fi `�� ( � � � � ' , O � �:=I� � �.�� � � . � r�. �`� � � L, ,� ''~ V � a *�rars � �-S � �r � � r� ��+ , , 5 J „ �` . � � !� w ��� �{. ' '► .��. �• $ .�► �'+ .�+�r1�� `�.� r ��/.� � ', ti • ; ,.r •�• 4 - � � • ;dd-� J �� `' '�.. +ti• .: ; �� ;.► .��� � ly .. � �,.�►--,s,.�;� � '..� ••: �� , -�� a [5Q� ��� �.�� �����= � �'. � � � � ,� �..�, �� l-• �,f, q ,;� `', qp�����;��, '' 9e`r�Fio er o.l �-- � � F 4. - ,,:. . � .y,r c����;'�'��� � ��;.. �'•,� G I i�3�� a �� . ..; '��c�f:T_:��, �. �. 'f� � ��-'� . • �s� ��r : ,� 4ps W1L�]aMAR � f�. 9 w � � > � �' �`� G �} d�.,-�� •. '9 ' �.: �°° �� FAULT, � . ' �� �; - J-��� -- ',.��,��•►� 4PS ;i �� • '.,.�� ° i�1� Z�1 / �}3 -� ;p � ---�- '^��� � � -, � Q 1 � ` ,r '� �y Q �'�c- �Z ''t• �- : • ,. � � )�F: � �' � � � �}+ ' + t5 �� ti` '� , . /��� �`' � r _f"""��` �. . � .a„� � �q [� . � �, J � G �� �+S_ •w •i � �� � �n *~� � YJ,t+J ` � � t/� � '�"`y��{ �r �Y_ ` 1,� i �' r`a� r �a � _` ^�� 'a �.�!�. � t �_T� �r ��� ti f- ,�� �. `:.� •f. � + � �, `'f � � ��' �.r'",�� 1„�a��,,, ����. �r •� ,+$'a�� � iC d '. � � t � � l.I y�j r -� � � � 1 . 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'��l►�� v.r /� � ' �� _ �►;, r 1V``.'/�/� ��� � ��+ � �'�yti �' ��� . t�� �' ��� � � ��� ��� � ,�'\ J! i�[• ti�• �� �'�•� .,v• �b�"",'�I � ��'� �� � � . �`�'� .�t� •,���. -,, � �r,�� ������.°����yyl , '� � � ����w...ri •.,.�rr �4 +� �w �f'� + � �� ��y'�Lr"' ��;�•/`. ��j����` ■ 1 1 ti,+�+r r�" • C ��•�� � � 3-. � t .�LIL�' l ��.,�1'� rr•�� ♦�, '"r '�fl` �.r � � +r� � �.f `_r- �''��� �G �sy`�� '� ; �'+� �'�-L� ���+ � �• � ! +►; ra s � ' .Y�� �4' ! ����� 'Q � 1 � � ..:. � _. �- • �y� . { y � � � � �` � � • =�, -a�'��•,� ' o� J � �, � �' � t . � i o C f � � � ��r ��� � �r � r ' I�� � { r� M i ■ � p �r � 'q � l �� �� ` ►� ...�., .,,- r• • r—' '��f � • �jn-n � , k'1� ' q PR�•1ECT S1TE� ,! =_��ag� � • 1! � r ' ��`{�': n�G1 • � ; �} ► +� ��z'-+�' �Q l �. � �ll /� � .l` ti . � � ♦ - �•-f� '� ..f �1 a �` �.. �' �E , . . ,n: � s � �.� ' �� f � I """_#-� � . ' I �, �'r . IN�F..�C MAP �;� RE�ER�NGES: G.�IJFQRMA SPE�IAL STllDI�S Z�N� MAPS, MLIRIETTA AND T�MEC�LA qUA�RANGLES NORTH - {E���CTIVE t9s0�; K�NNE�Y. �LR.. ����7r. o �,o�a a,a�a FE�T ,' � LC]CAT�ON �1�4P 0�' PLAZA N�RTH AR�Q, RANCHD CALIFC)RNIA � � F�GURE 1 ,- - � Associates �� SchaQfer aixun � r � �� Gsdec#►eti�tal Eng�nesra 21fie So�uth HxthAway straet (7taf 5�r,�sR� 5anta Ana.Califarnia 9Z7Q5 {800}2�5-174� � �� ���....._�w.�. � .I �. ASSDCI��e5 5chaelerJ Ducan �� Schaefet E]ixon Eur9� �Q�,� �o�en d l.yn� Paul[3avia WAlism J Mnna3�an � Jarnea J Weavar John J 8�leb Joaeph F' Manlagna Jernen i�l �e1E 1 John H Foatnr . . August 3�., 1987 �1�v��'D � � Rancho California ' � �7�4a5 Ynez Road Rancho Califarni.a, California 9�39� Attentian: �ir , C�aba Ko � Sub�ect: Report on Geotechnica]. Tnvest�.gation � �f the i�i�.domar Fault . North Plaza Area , Rancho �alifarnia Ri�rerside Count�'� C�lifdr�.i� � � Gentlemen: � , We ar� p�.eased to submit the sub�ect report in accordance wlth Contract Nos. CJ�36-87 and C��55-$7 da�ed June 5, 1�87 and July 2?, � 1987, respectivel�. This r�port de�.�.z�eates the surface trace of the acta.ve Wildamar fault across the site within the Alqu�.st-Pra.ola S�e��.al 5tudies �one. 'The locati�ns of fault txa�es w�re deter- mined util.i�ing Gone Fenetrameter Testing and borehale sampling in � the ].ow-lying areas� and backhoe trench lagging an the hi�.lsides . A description of aur in�estigation, and a summa�y of our findings� -�onclusions and recommendations are pre�ented �n this repc�rt. � , � The in�re�tigatian was performed by Ann D. Nleekez, �roject Gealcagist, and S�ott L. Hardman� 5t�ff Geatechnical Engineer. under � the supervisian of the undersigned. Ran�ha California was very . helptul in providing lvga.sta.cal support. We especially appreciate th� technical expart�.se and guidance pravided throughout the study by Dr. ktoy J. Shleman. � 1 �:�. � � � �� 70-25� August 3�.� 199T � , �_ If you have any questions regarding this repart� plea9e do nat • hesitate to contact the undersigned. �. Respectfully submitted� � SCHAEFER DIX(7N ASSUCIATES, INC. - �� a ' Paul Davis Principa� Gevlagist � CEG �32� � . pn:�►aM:SLH.dk/�� � Distribution: I5) Addres:see i13 Ray J. 5hlemon� Ph.D. � r� �J � � � � ..� ��. �� .� Associat�s � �, S�h�efer Dixon � � � .��. .. ..f � August 3�, 19$7 7�--25Q TABLE QF C4NTENTS � PAGE N�. �. �.0 TNTRODC]C'Z'I�N . . . � . . . . . � . .. . rrr .. . rr , . rr . . . . . . .. � .. . 1 . �..1. General . . � . � .. �� .. . ... .. . . . . . . .. . . . . . � ... , . . . 1 1.� Purpose and Scope of Investigatian R . � . . . � . R � . l � FZGURE 1. " �4C AT IQN MAP �F P�AZA 1��RTH �RE� � RANCH� CALIF�RNIA �..3 Site D�s�riptian =.. ... ... ... .. .�.�.. K..�. .... � ;� 1.4 Geologic Setting ... . .. .. . . .. .. �.. ... ...,. ..,. 3 � l.5 Previous 5tudies ... ......... ... . .......�. .... 3 � 2.0 ZN�'ESTIGATI�N METHQDS .. . .. .. .. . .. ...... ..�.�.�. ... � . � 2.1 General Approach .,. �... . ...... . . .. ..:...... .. �4 2.2 �it�xature and Aerial Photography Review . � . . r d � 2.3 Rec�nnaissance Gealogic Mapping � . R . . . . . . , . . . . 5 �,4 E�plazatory Trenching . ..k.. ..... ........:.. .. 5 2.5 Cone Penetrometer �'estin� [��T� Study . . . . � . , . � � 3.0 RE�C]LT5 aF TNVESTIGATxaN ... ..�..�. ........�... .. .. 7 � 3.1 Gea].ogic Units ... R.. ..R. ............ ... .. .. .. 7 � 3.2 Photo--Lineamen�s .. ... ... ... . . ......�x.. .. �. .. 8 � � 3.3 Fault ing , . .wMMx . . . . . �. . . . . � � , . � .. . . . . . . . . . . . . 9 � � 3,4 Resu].ts of �one Fenetrometer 5�udy . . . � . . . . . . K l� � 4.0 CONCLUS��NS . . . . ... . � � .. .� . . . . . . . x . . . . . .. . . . . .. . . . . �.� 4.7. Location of the Wildomar Fault � . . . . . . . . . . . . . � �.� 4,Z Pre--Holocene Faults ..... ..... ... ..;.....� r r .. 13 � 5.0 RECDMMEN DAT I�N S . . . . w� �. . . �.x�« . .. . . K . . . . . ... .. . . . . 13 REFERENCES ,,�: APPENDZ� A - EXPLnRAT�RY TRENCH LOGS � Figures �►-L through A--�.3 - Trench Logs A through M A,PPENDI?� B � CONE PENETR�METER TEST�NG RESU�TS AND BaREHdLE LaGS Figure B-�. ' Typical EleGtrvnic Fx�iction Cane Tip ' Figures S�-2 � 1. through �-� , 1�b � Cone Penetrometer Te�� Results �'igures B�-3.l through B-3.5 � Boring Lo�s Figure B-4 ' Key ta Bozing Lags �� k'�gux� B�5 `� Geolc�gic Section far CPT Line A � F�.gure B--6 � Geolog�c Sect�.on foz CPT Lines B, C and D �� PLATE �. � GE4TECHNZCAL I4C4P � Schaefer�ixvn ssociates �„., .� � ,� 1 � � 7�ugust 3l, 1,�87 70--�5D 1.� �NTR�DUCTI(7N :� l.l General The site is located xn Rancho Galifornia, Riverside Caunt}�, Califarnia �Figure ly . Zt is s�.tua�.ed within an Alquist-Pri�lo Spe�ial Studie5 2one, delineated by the State Gealagist based on the presence of the active Wildomar fault. The Special Studies � Zone was estalalishe�3 tca re ulate construction vf habitable struc� � tures a3.ong known active faults unti� geolog�.c investigations demonstrate that the site is not sub�ect t� possible surface �� displacement from future faulting. The lacation of the 5pe�ial Studies Zone at the sit� is depicted an the s�.te Locativn Map �Figure 1 ? . l.� Purpose and Scape af �nvestigation 'The principal purposes of this investigatian were { 1� ta deli- neate the active {Halaceney ��ac��sf of the Wildomar fault within the North Pla�a site area, in compliance wi�h the Alquist-Prialv �� Special Studies ZDI1G'S �Act, t2y ta evaluate the presence of any other previously unrecognized faults a.n the area� and t 3� to iden�- f- tif�r those areas demonstrably fr�e of acti�r� t Ho�.ocena f faults. To �� a��c�m�lish these goals. subsurface investigatians wer� extended a�ross the southwestern part af the site beyond the Spec�.al Studies Zone for completeness� and recammended building setba�k zones have been established along the active faul� trace. � , '�he sco�e of work consisted af the following main tas}�s: �lf Review of pertin�nt publ�.shed and unpublished reports, an� in�erpretata.on of stereographic aerial photographs for anal�sis of line�ments; ,� [2� Gevlagic field recannaissance; (3] Excavation and gealogic �.�gging of 1915 feet of bac�hoe � trenches in hillside areas to delineate faults and stra- tigraphic units: � ��l Fer�vrm a tvtal vf 3��4 feet af Con� Fenetrometer '�ests �CPT� in the flat-l�ing areas, with known high ground-� water ta�le � � �1] r:--..-1 � Schaefer Dixon ssacia#es .r � � August ��, � �a7 �a--25o � �� �� l.4 Gealogic S�tting � . - � Temecula Valley forms a tapographic and stzuctural trough baunded by l�w hills on �he northeast and by steep and rugger� slopes on the southwest. The Valley traugh at �h� pra�e�t area is 1 a roximatel one mile wide and is bQunded b the Willard fault on p� Y • Y � the southwest, and the �ildomar faul� an �he northeast tFigurel,7 , _� Pleistocene�-age Pauba �"armation sediments underlie the hilly terrain an , t�e east side af the site, whereas the ].owlying west - side contains late-Pleistocene ta Halo�ene--age lake or pc�nd de�o-- ' sits and a3.luvium. The Pauba sediments consist mainly af genk�ly� dipping sandstones with siltstone interbeds. The pand deposits ar� �vmpar�5ed chiefly �f harizontal depasits of c].ay--sxYt mixtures. ' d'n The Wildomar fault farms a narrow band vf northwest-tren Y g faults along the base af the natural slape. at the eastern margin ' of the lake beds� The faul� trace is characterized by strong geomarphic expression, phato--lineaments, shallow groundwater seep�, and sag ponds. Any geornorphic e�pr�ssian of the fault which may have exist�d across the law-lying lake beds has been �radicated by � farrning and grad�.ng. �..5 Previous Studies � �� The most pertinent gealogic descra.pta.on of the sa,te �eglon is � that by Kennedy tl9?7) r who delineated the Wildomar fault based main�.y on gec�marphic expression and photagraphic intergretation. , �ater� a geatechnical study was performed by Pianeer Cansult�nts � ( �.98Q� , spe�ifically to locate the trace o� the W�.ldomar fault. Their investiga�ions utilized a magnetometer survey in th� flat, � law-lyin� areas ta d�lineate subsurface anomalies which were interpreted as evidence of possible Holocene faultin�. ►4s a resultr they recomm�nded a restricted use zane between 25o and 350 � feet wide acrass the sit�. � carisiderable amount �f our inUes�i.ga- t ive ' e f f art has been concentrated in and ad�acent f�o �hz s zone. znfaxmation from thes� pre�ious studie� has been considered in this investic�ation. 1 ' [�] � Schaefer Dixon$�°�ia#es ',� � � ' � 1 �-�� Au�ust 3I , 1987 7a-2S0 � . � 5� Excavatinn, Ia��ing and s a i 1 sampling fi�e explorato�ry � boreholes, u t i 1 i � i n g hollo� stem auger d r i 1 1 i n g equip- ment, and: [6 ) Preparativn vf t h i s report and accompanying �raphics. � 1 �� Th e rrenches �ere exca�at � and subsequently ba�kf illed b� Y ' equipment prvvided by Rar�cho Ca ' ornia ��velo --Gax�p The CPT eyuipme��t rnras sub�ontracted ram The Earth xechnoloqv Carporatian af Z...ong B�:a�h. Uri 11 i n� �quipment was subcontra�ted � from F & C Drilling of San D�eq❑. - 1,3 5 ite Descriptian � The pra,�e�t s xt e a s located apprvx�rnately one m i�e north of t h e _ town �f Temecula, along the foQth i I1 s at t h e no�-the�.st s.�d.�,of � Temecula 'U'alle� (Figure 1 y . 7'he s i t e cansi sts of abvu 40 aere� adjoining the existing Ranch❑ Califarnia �'laza comn�ai�1 -vp�- me n t on t b e narth. The �rvperty is bounded by I nterstate Highv�ay ] 5 (Escvndida Fr�eway) vn the wes� and Ynez road aiz the east. 1 . . A low-Iying, near[y le�e! area character�zes t h e weste�rn p�r- � � �ion af the s i t e adj�cent to the fr�eway, and an upper, graded pad � area farms the eastern part of th� pz-aperty n�xt to Ynez Road. Tl�e two, p art i a l �y rough-graded �ad areas are sep arated hy a southw�st-- fa�ing n atural s lape appro�imately 4� feet i n h e i gh t, which varies i n inclination be��veen about �} : l and 9 ; �. �hari�antal;vertical f . Th� �aatuxal sl�pe xs dissected by severa� darainages which emanate from the eastery� foothil�s. The �argest canyon, at the sou�heast side of the property, �ontains n3an-nlad� f`i 1 1 used to suppart Ynez � Road and a �aved access t'vad which �rosses Cl1e s i te along the bas� of' the slapes. I�b structures are presenY an �he u�aper pad. A small �ommercial s�orage structure i � p�resent on �la� Iower pad � area. Man--�nade f i 1 l to ab�u� fiWe feet €h i ck and dump t�ebris are pre- �� sent an the lower p�d level. A pt�nd surr�unded l�y thick brush zs present a t the sautheast corner �f t h � property. NaturaI chaparra� mant�es t h e slop�s. � � [ � � � ~ � Associafes J Schaefer Dixon ' • f 1 � August 31 r 19$7 7D--�50 � �� �. - 2.0 TN�ESTIGATI�N METHDI�S .� � 2,1 General Approach Fault la�ation� were evaluated through a phased study. This �� at ion of hoto-- sec�uen�e basically consisted of � ],� a.dent�.�x.c p lineaments, [� l gealogic zeconnaissance mapping � 3 } subsurfa�e �xploratian ac�oss natural lineaments and other ar�as suspected of � being fault relatedr and ( � f �valu��iori o� recency of fault displa- � cements using soil stratigraphy� g�omorphi� features . and ��u].�- stratigraphic relatianships �in tne absence of radiometrically � dateable mate� ial,s } � Cone Penetrometer Tests (C�T1 were used to expLore the lower � flat-l�ing site areas uz�derlain by saturated fine-�grained s�dimen�s and high graundwater. The CFT is an in--situ tes�ing technique that measures $oil prc�perties direetl.y as an ele�tranicall�r instrumented cane is pushed through subsurfa�e soils. The CPT was used to trace �� the �antinui� of alluvial and pond C��pC]51t5 for several hundred Y feet within the special studies zanes and within the restr�.cted use z�ne re��mmended b� Pioneer Consultant s { �.9 S 4 � . F�.ve hallaw�-stem � �y ,� augez barehvles were excavated� sampled, �nd logged in arde� tv � �� - carrela�e CFT data with soil type. c �,� -"� �� ���� Locations af tr�nches� CFT soundings and bo�eholes are shown on �� ' � �late 1. These lo�atlons were determined by land survey methods� � with refer�n�e �o the California State Plane Coordznate S�stem. Each phase of our study is summarized in the follawing sections. � �.� Lite�ature and Aerial Photography Review ;� Publ�.shed geologic repor�� (�tan�f 7.955; Kennedy �9 7 7 � and unpublished geotechnical studies by ath�rs {Fa.oneer Con�ultants� 198�; Leighton and Associates. �5$7J were rev�.�wed priar to com-- ' mencing our studies. Pertinent data fram these reparts� such as �� boring and trench laqs and magnetometer anomalies� were cons�,dez�d in planning our field exp�.�ratary pragram and irt evalu�f.ing the xesults of our studies. Exploratory trenches and ma�netflmeter . _ lines lay Pioneer Consultants are shown an the G�atechnic�l Map �Plate 13 . ' S�ereo�raphic aerial photographs f1Qwn during �96�, 1974 and � �.9'78 at �ca�es ranging from l, s 2 4 Oa t❑ �. ;�4 �400 were re�riewed to iden��.f� phato-lineaments that trend acrass the site. The photo- � . ��J Assaciat�s � , Schaefer E3ixan � J �� AU ll5t ��, 19�7 7�-�54 � g . �� lineaments are plott�d on th� Geate�hnic�l Map �P1ate LJ , and are labeled lineament ���. through lineamen� L-4. �.3 Reconnaissan�e Gealogie Mapping Ground locations of phvto-lin�aments and nearb� areas w�re � field checked by �ecvnnaissance mapging and were subsequ�ntly investigated �a� �xplaratory trenches. Some la.neaments were deter�- mined not to be fault related, but rather a result af differential erosion withing �he Pauba Formation. �ther phatv-lineaments were � found to be fault-related and additional tren�hes were excavated a�.ong their traces to evaluate the extent and characteristics of faults. 1 2,4 Exploratory Trenching .� Thirteen backhoe e�cavations. with a total length of �.� 915 linear feet, were placed acrass the entir� northern hal� of the site, in the hilly terrain. Continuaus ex�avation ta the south a�ross the lower �ralley flaor was abandon�d owing to high ground- ��. were s �cificall sited across the . wa�er. Mast of thes� trenches p y phato--�ineaments and fault traces. The trenches �rere designated `_� Tr�nch A thxaugh Tr�nch Ni, fram narthwest ta southeast �Platel� � �J MQst trenches w�re sited a�ross a str�ng phato-lineament �lineament G-�. f at the abrupt change ir� slvpe correspanding to � previous�.y-identified �races of the Wildamax fault �k�enned�r� 19g7 ; - Pioneer cansultants� 198�; Plate 1 ) . Additionally■ a 558 feet�long trench �Tr�nch fl) was excavated acrass the upper pad area from the ' top-of-slope to Ynez Road. Trenches were also e�€cavated as far downslope as practical at the low�r portion ❑f the property, into _ high graundwater. CPT �.a.nes were e�tended westerly where trenching was impractical. � � General�.y, the n�rth wall of all trench�s was prepared for logging by removing all caked and smeared materials with hand tools � ta �xp�se a fresh surfa�e. A string and nail baseline was leveled, � and geologic features were me�sured b�r hand-held �ape frorn the baseline. Trench walls we�e mapped at a scale of one inch equals � ten feet t 2 r 120) � ane ineh equals twenty fe�t ( �, : 2�0 } and, where ,.. more detail was consa.dered necessary, at one a.nch equals vn� foot (1 : 1�) . The gosition of litholvgic �antacts and planar features :� �fractures and �auZts 7 was preserved far ease af I.agg�.ng with nails and flagging. Unit colar� are presented using Munsell notation. � [ 5] 1 Assaclates � 5chaefer Dixan , . � . August 31� �987 70--250 � :� .� � Trench lags A through �i a re presen�ed i n Appendix A, as �'�.gures A-�l t hrough A-9 3. 2.5 Cone Penetrometer Testing ��PT� 5tudy 1 . - Four lines a� CPT soundings w�re �onducted in the southern, law--lying area af the site across the �lquist--Priola Special � 5tudies Zone. These linesE designated A through 1�, were placed acro�s areas believecl most likely to e�hibit HQ�.ocene-age faulting. ' SQunding lines were e�tend�d n�rtheastward to the slope toej and .' upsloQe as far as practical in order to averlap tr�:nch exposures. , Soundings were more closely space�i �.n axeas where exploratvey trenches indicated possible fault traces� and in area� where anoma-- lies wer� reported in the previousl� conducted magnetorneter sur�rey � �Pianeer Consultants� �.98�� . LocatiQns of the CFT lines and �.ndi- vidual �PT soundings are shown on Flate 1. The C1�T is particularly applicable to fault stu�ii�s wher� high groundwater �Qn�i�ions prohibzt �renching to depths suffi�ient to produce the x�equzx�d geologic information. Therefare, in the sou�h ' part af the sit�� �he CPT was used to delineate continuvus ar possibly off set, near--hvri2ontal subsurface beds at d.epths useful to this �tudy. Through use of the c�n�■ i� was p�551kJ1� t� trace the continui.ty af alluvial soils and ancient pond deposits, and then to determine the presen�e or absence af any apparent vertical � off sets or geolvgiG anoma�,ies. ,' The cone penetrometer is an ele�tronic pxobe which� when pushe�3 , � through the soil� gi�res high-resalution data �orrelatable with soil type and �ngin�ering properties of �he ma�erials p�netrated. � Layers a few inc�es thi�k may be identified and ac�urately located in the soil profile with the CPT. A summary of cu�rent practi�e in the use and int�rpretat�,on of the �one penetrameter is given i.n :� �ppendix B tsee Figure g-1J , CPT soundings were conducted to depths b�tween �2 and 54 feet. 5oundings were spaced 5� feet apart where Line A extends outsi,de ' the �lquist-Pric�la 5pe�ial Studies �one� bu� were placed 5 ta �Q � feet apart within the �ane. G�.ven the close spacing� th�nly-�bedded hoxi�an�al strata and the high resolution of CPT data� an apparent ' vertical off set of one foat or greater should be detectabl� along ' the CPT lines. Cone penetrometer sounding logs are pr�sented in Append�.x B, Figure� B-2.l thraugh B-�.�.06 (not inclus�.ve} . I � fsa � ' Assaciates 5cl�ae�er Dixon � ,� � I� �- Auqus t 3�., 19�7 70-��5Q ,� Five �oreha�.es wex� excavated to correlate CFT data and soil types. Bareh�les were drilled using a hvllaw stem auger. and � representative soi�. sampJ.es were obtained. 5vi1 types were deter- mined visuall�. Soring logs are presented in Appendix S� Figures �--3. 1 through B--� � � , �: 3.0 �ESU�,TS �F IN�TESTIGATION 3.1 Gealagic Units � General. Two major �evlogic uni�s occur in the North Plaza area. the Pleistoc�ne-age Pauba Formation (Q{asy and �uater- nary-age a].lu�ia�./pand deposits (�al� 7 � The northeas�ern half �� . of the site, or footha.11s area, is under�.ain �y the Pauba Fvrmatian and the sauthwestern low-�lying �.rea is generally underlain by a�.Zu�r i a 1/po nd dep�sits. Minor amaunts o� s�.ope�- �� wash wer� expased Qn the f�.anks of the tac�thills �.n the central part af the site. Ea�h of these unit� is describ�d below. and detailed gealogic unit descriptians are �aresent�d � on Figures �-� thr�ugh A--13 �A�pen�lix A1 and on the boring I o gs �Appendix s� , �� Pauba Formation {Qps � . The Pauba F�rmat�.an consi,sts ofi inter- bedded szltstanes an� sandstanes separated by both grad�tional ' and �rosional cantacts. These alternating E�ci�s ar� thinl.y ta thickly bedded� slightly ta moderately well-cemented and � laterall�r �ontinuous far about 1D0 feet or more wh�re unfaulted. �eds generally dip �.�55 than �0 degrees tc� the �- north�as�� excep� wheze cu���a.�.�, channel struetures wexe abser�'ed, and near maa�r fault� where drag fvlds and s t�ep�.y- dipping beds are camman, � . �3.,luvia]./Pond Dep,os,it,s t4a]. � � . Horizontally-b�dded 51�.'�Sr sa�nds and �lays were��� enc�unter�d in the hollow stem auger � bocings� CPT soundirigs and trenches i.n low-lying ar�as of the site. These deposits ap�arentl� represent l�w--energy pond ar . lake beds interbedded with ave�k�ank alluvial deposit�. They were encountexed to a dep�h of a�mos�k 60 fee� (Baring 8-11 , and are probably much �hicker. �. � The po�d �.eposits �onsist of uncvnsol�.dated, moist fio wet� dark grey, thickl�r-laedded sand� silts and �1ays with ar�an ic� rich ZOI725r �o a dep�� of �� to 3D feet, These �ine--grained - depvsits are underlain by c�arse� depQsits at medium dense, � [7] .-- ' S�ha�fer aix�r�$saciates ,� � August 31 , � 987 7Q-25b �, � �f� � d a r k brown tv 1 i � h t gre�r, t h i n I y t o thz�kly�-bedded s i 1 t y t o cla��ey sands. 7'he sands be�ome dense to ��ry dens� approxima-- t e j y 4q-5� fe�t be�ow th e ground surfa�e. � The fine-- raii�ed 5l' �ItS and cla s obserWed i n the u er �� �o � Y pP 30 feet of t E� e low-- lyin� area were prabably deposited i n a quiet� water �n�►ironment such as in a smal� lake or sag pond � alang the WildomaF ta� l � . T��e underlying coarser sand layers u�ere I i k e l y deposited as a 1 1 u v i a l o�erbank or flaad deposits frvm Murrieta Creek or th � adjacent side canyons. ' A radi�c�rbo�� date was abtained in �ine— grained pond deposats �acated about l/4 m i I � to tItie southeast i n a simflar � geamflrphic se i t i �i g �D�. Roy J. Sltleman, perso�� a] cammunica-- t��n, ].9873 . Results indicat�d a mean residence time iMR�'7 da�e of appraximately �,040 years before pr�sent a� a deptli of � aboiit � 2 feet. Accvrdingly, the contact of' the fine— gra'ir��d upper pond d�posits r�rith tl� e underfying coarser beds at a � depth of 2� to 34 fe �t may correlate with the Pleiskacene— Hol❑cene transitian, a time af r�gional changes in � climatic and sedimen�atinn �egimes. Sla�ewash �Qsw� aild F i l ! �af 7 . 5lapewash de�osits. as much as �� D t'eet th ick, were expose� s r� tr�nches B, C, F, �. � , K� L � � . and �i near the base af the natura� slape ( P [ ate I� . These deposi�s general �y consisted of loose t� mediun� dense, �ro��n '� s i l t � sand wi tl� some c 1 ay and scattered gravels. Tl�ese reIa— tiveiy young soils wexe o�served fn fault cvntact wit� the Pauba For�nation bedr�ck i n trenches C, F, G, X , K and M (se� �.ags of Trenches i n Appendix A�. � . . . . . . tVlai�--made or a r f � f� c � a l f i ] 1 �v f� �e feet t h � G k v�►�as obserued i n - Bo�ing� 1-3 �nd 5 and trenches K ar�d M (Pl�fe ly . The f i 1 l rconsists rnainly af uncansolidated si � ty sands and appears �o � be the result o� road construct� an as w�ll as grad��ag f�r a fvrmer fair �rounds i n the southcentraE paz� af tt� e site. � 3.2 �hato—Lineam�nts Several photo— 1 ineaments vuere obserued in t h e s ite area or� � aerial photographs �see R�ferencesf . T�ese nor#hwest— trending - featt� res, w i th a photv-- lineament des�ribed by �enn�d�� i s� ] 977, are . sl�own by symbal on PIa�e X . A brief descripti❑ n nfi' ea�1� t�atur� � fo�lows, and their relationsl� ip to faults, if any. is pr�sented in Section 3.3. [$] :1 � Associates 5chaefer Dixon � �1 � �� �� August 31, 19$7 74-254 � _ �hato�-Zineament L��. , PhotQ--lsneament G l. is a dominant, strvng, through--going feature across the site. It r�ughly parallels the break-in-slope betweer� the foothills and ].ow-- l�ing area and is enhanced hy �egetatian tonal changes. 5a� pands are visible alang this trend, at and b�yond the site area, vn th� alder stereographic phvtographs. � Pho�o�-Lineament L--2. Several minor breaks in the natural slope angle near elevation 1�50 and vege���ivn tonal changes �uggest ' a pos�ible fault at the location of L--�. '�his northwest-- trendx.ng lineament is discontx.nuaus and very su�t�e. � Phata--Lineament L-3, Lineament L-3 is a relatively diffuse and discontinuaus feature near the top of the natuaral sla�e, roughly parallel tv L-2, Th�s lineament is defined by vegeta- tzon tonal changes and widely-spac�d� but well-de�ined brea�s-- in�slape. Pha t o--Li ne ament L-4. �iennedy (J.9?? y inf erred a rough l�r :' nQrth-south--t�ending splay off th� mazn trace of the Wildomar fault ba5ed on linear topographic features, La.neament L-� is � an �.nd�stinct arid dis�ontznau� feature. visible on stereo � aerial phatographs acrc�ss the higher foothill elevatians. � 3.3 Faul�ing ` � General. A continuous, through-go�ng alignment af nar�hw�st-- trending faults displacing Fauba F�rmat�.Qn bedracl� and slope-- wash or alluvial ma�erials was exposed alang th� base of the � natural slopes. In addition� relat�vely minor� discantinuous fault breaks were �etected on the hillsides northeast of the rnain fault alignment, Bo�h styles of faulting are des�ribed below and are shown vn P1ate l. Throuc�h-Gozn� Ma7or�, ,Faul,ts. Through--�oing� major faul�s are present along th� �aa�5e of the faathz�].s substantially GQ117-- � cident with and sub arallel to hQto-lineament G-l. � Generall ■ ,p P Y � Pauba Foxmat�on loedrock is ju��aposed against �ounqear slopewash ar alluvial materials. Mappak�le units wer� not c�rrelatable ' acrass these faults. Thereforet apparent vertical offset observed is a minimurn offset, and the actua�. tvtal amaunt of verti�a]. d�.spla�ement is pxobab�y much larger. Signi�icant � horizontal mov�ment has alsa clearl� occurred� but the ext�nt � a.s not measu�eable. Maac�r fault planes rlip steeply between � � l �'� ' Assaciat�s Schaefer ❑�xan � � �ALI�Li,St. � �, 1 �g7 7�-Z�Q . � � about 7 Q and 9� degr ee s� and st ri ke Iaetween n�rth 5 U and north � 70 degrees west. Fault traces are generally dis�inct within the pauba formazion� and become �ess linear and more diffuse where they trend into slapewash ar alluvium. 5eepage is common � alon ma 'or fault breaks. The loeatian and extent af these �. � J ma�ox ��u�.ts are shawn on Plate �., and graphic descriptions af the faults are presented �n L�g� of Trenches B, C, F, G, I� � ' and �t in Appendix �A. D�.s�vntinuaus Minor Faults. Other north to northwest-trending � faults were observed �n the hillside area af the site. but differ markedly from the major faults described above. These relatively minorr dis�antinuous faults displace onl� the Pauba � formation. �igparent �rertical of fsets are an the order of ❑ne to seven feet. '�ertical offsets diminished significantly over several tens to hundreds of feet� as the faults either died out c�r �played into a broad zone of offset�, each on the arder af ' several inches .in m�.gnitude. Minor, disGontinuous faults were ' � oriented between 35 and 6� degrees w�st ❑� nort� and dip �i5 to 90 degrees to the south. � - � A series of min�r breaks was observed in '�xenches $, D and E subpaxaZl�l to photc�-lineament L--� �see Plate � ) � Typically� � � the apparent �rextx.�a1. af�s�ts were abserved to decrease to the . �ast� fram o�rer seven feet tc� less than fi�e f�et, with no evi denc� of faulting in Trench H� 3�0 feet farther ea�t. Na faults were observed in the vicinity af photc��-line�ments L--3 �_ and L-4 . In summaz�r� se�reral splays oz traces af discontinuaus faults � with measureable offsets occur in the Pauba Formation �.n the faothills area nartheast af the main fault trace at photo- linearnen� �-�1 , gowe�rer, these short faults were observed to ' terminate ar decrease in amount of affset� are not th�ough- . gaing� and da not alZgn with strong geomorphic oz photagraphzc lineaments. Given their limited v�rtical displacement and la� � of g�omorghi� expression, these minor affsets are �ae�.ieved tcx be Pleis�ocene in age� comparable to other " itttra�Pau��'' fau�ts in the region {Leighton, L�87 � , � 3,4 Results of Cvne Fenetrometer S�udy Results from the �PT investigat ion are present ed �.n Appendix B� � Figures B--S and �--6. Thes� figures 5�'1pW geologic cross sections o� .1 [la� _ =--� Assvciates � ��� Schaefer 0 ixon ',. � �� AllC�llS� 3�., 1�8� �0-�50 .� �, a].l.u�ial�pand depos�ts along the individual CPT lines. By inter-- . � polati�n between adaacent CPT soundings� th� lateral.� overlapping cant�.nuit� �f individual soil layers and geologic con�acts were , traced �ver most of the area investigated. �eolvgic anQmalies � - andlor ��f52�5 were identified near the toe af slope, in CPT lines A. 8 and �. Fault traces identified by the CPT study are shown on th� C�Q55 se�ti�ns, and on Plate 1.. � The cone tip res�.stance for each saunding is shown on �'igures B-5 and S-� . B�cause of space limitativns, the soundings are also � shown at a reduced s�ale. A brief discussion of �indings tram each C�'� Zine follows. � �FT Line A. This ar�a af the site is underlain by fine�-grained pand deposits ta depths of 23 to �8 feet �Figure e-5 } , The pond sediments consa.st af thickly-bedded s�.�.ts and ��.ays �rith � some thin interbeds of sandy material. These depo�its are . underlain by allu�rial soils� consisting of inter�redded silty �.nd clayey sand, and silt. The lateral continuity af stra- tigraphic features within the pvnd deposit�� and the gond � d�eQas��s/a 1.�,u�r i Um contact, are shown i n Figure B�-5. N�ar the toe o� slvpe ���T-38 and northeastward� � the contact ��� between alZuvial and pond c��posits dips sligh�ly westward. -�- �lso. a wedge of caarser sediments i� overlapped by the pand deposits. from CPT-99 nartheastward. This is most likely an � al�.uvza�. fan cleposit emanating frvm the nearb� drainage chan- nel. 'The lateral cantinu�.ty a� these sediments is evident. , ' Cant�.nua.ty af sail units is traceable along CPT Line A from CPT�-39 through C�T-97. Between GPT-47 and CPT-48r an offset af approxirnately two fee�t has heen i,nd�n�i� i�d along the pond d�posits/alLuvium contaet. A complete change in the sail pro-- � file is evident at the slope toe, between CPT--5� and CPT--�.O� � clearly indicativ� a� a strong anomaly. Fault traces id�n- tified in nearb� tr�nches M and �C �.ndzcate this anomaly is � fault-related. CPT Line �. Geolagi� units underlying CPT Line B tFigure 8-57 are very similar to S�ine A. The through--gaing t�iagnastic �on-- tact between pond and alluvial deposits occuxs at depths o� 1.9 �0 22 feet b�law t�e ground surface. �� �verlapping continuity a� beds is traceabl� along Line B �zom - �P�-51 through CPT-�5. A dis�ontinuity in the soil profile I ���� Assaciat�s 1 Schaef�r Dixon �J� ' i xu�u�t 3�, �.�8� ��-�50 � � � � e�ists between CPT--65 and CPT-�G. This anomal� is interpreted � as a fault trace� having undetermined vertical offset. � CPT Lzntls C and D. The pand deposits beneath �PT Lines C and D extend ta depths vf 20 to �S feet ( Figure B-S } , The contact between these fine-grained soils` and t�� underJ.ying coarser �.� alluvium is less distinct here than at Lines A and g, but is _. nonetheless laterally traceabl� across �he site. � The pond deposit/a�.�.�vxum canta�t dips slightly near the slape base� similar ta �ine A. �lluvial fan deposits e�tend �,nto the fine-grained unit northeastward of CPT�-Z03 a.n Line C r and CPT�-7 9 in Line D. ' � Continuity of overlagping sc�il layers and gealogic contacts is �vident zn Line C from CPT-67 thraugh CPT--1�5. A three ta ' four-foot �rertica�. affset zn the alluvial fan deposit between � CPT-105 and CPT-?6 at the base of the natural slope indicates fault displacement between th� twv s�undings. CPT Line n encountered �ont�.nuous, correlatable beds with no evidenc� of ' ealo ic anomalies that mi ht be inter reted as fault related. � g � £� +4.� CONCLUS IONS I � 4.1 Lvcativn of the Wildomar Fauit �� The surface trace of the Wildomar fault extends nar�hwes�- southeast across the site along the bass of the natural s�.opes, substantially coincident with a praminent �hrough-going photo- � lineament. The fault farms a narrow band af subparallel displace-- ments that ju�tapose allu�rial and slopewash deposit� on the 5QL1�I1W�'.5� against Pauba Fo�mation on the northeast. Holacene=age displacement along the �ildvmar fault at the site is indicated b� ( 1 � disruption af probable HoZo�ene-age soil hvrizonsr (� � alluvium � and pond deposits faulted against Pauba sediments. and � 3) affsets withan Holocene-age pond deposits. ' CeT �oundin�sr placed acrass the fault prajection at the t4z-- of--slope� indicated apparent vertical Oft5�t5 af as much as �auz feet within va�.�.�y alluvium and pond deposits. Se�reral lines ❑f � close].y--spaced soundings along the valle� floor west of the �ase ❑f slope demanstrated continuous, overlapping beds to a depth of about i� 30 feet, with no e�ridence of disp�.acements. These undisPlaG�d beds� at a depth af 2�-30 feet, are earliest Hol�cene �r late � . i �.�'i � Assaciate5 5chaefer Dixan 1 � l J� � August 3i, a.se� �a-25o � pleistocene �.n age, based on C-19 calibrated sedimentologi� rates and on the climatically-cantrolled change �f sedimentation from - basal gravels and sands to averlying silts and pond sediments> � Pr�-Holacene Faults 9.2 � � �f Faults encaunt�red i.n � v ' n ter �, e ca atio s ea5 ly of the Wildamar fault disp�.ay�d measurea�le apparent verti�al offsets of 7 feet ar l�ss i.n PleiSta�ene�-age Pauba Formation sediments. These displace-- ments were observed tv decreas� in amaunt or terminate within �hort distances. Assac�.ated lineaments are weak and discontinuous. The small displacements and d�.seontinuity of thes� faults sugges� they are relatively minar� nan--reoccurring pre-Holoeen� features. �1: 5,0 RE�Dr�.+�NDATioNS � We �recommend that no �iabitable structures b� laced alon the � � trace t�f th� ac�iv� W�.ldomar fault 2one. A setback zone consistent � with Staze Alquist-Friol.a Special 5tudies Zones Act provisions has �� ;.� , b�en establ�.shed which incorpoxates the throu gh-gcaing fault traces, �r, £�'f . subparallel offshQat splinter faults and c�isplacements i.n pond l�' �- deposits interpreted betwe�n CPT saund�.ngs. The eastern limit of � ►, �' th� Wildomar fault zone is delinea�ed by cantYnuous expvsures � �i , � Trenches B f F, G� x, K and M. AcGordingl�r� an approximat��.�y���.� � Z5--fvot setback is recommended here. The western side ot the , f��� � Wildomar fault zone is �onstrained b�r CPT data. However, because ;�' :r the western fault s la s cannat be directl obser�red in the field A Y Y � � �.t is recommended that a 5�-�faot wide setback be established on the west side of the fault 2one. The total width of the setbacl� �one � varies between 75 and 11� feet, as shown an Pla�e 1. The boundaries af the fault setback �one supersede t��ose recom- mended by Pianeez Consultants �19801 . This revised 2one is based , mainl� on newly available� high resolutian CPT data not previausly available. The baur�daries af the setback zone have been defin�:d b�r i � _. �-, �+� � . � - � � �� , . �� � 4� r : � 13 � [ � i Schaefer ❑ixoh 5sociates _' '�' , ,,�•"' .. � August 3"�,, 1 �87 7a�-25fl �' � coordinate po i nts 5-1 through S-'�3, whi�h ��re shown an Plate '1. CaIifornia State Plane Coordinates for ihese points are as foll4ws: SETB4C� PflINT WnR7HING EASTI�G 5--� 490 ,�fifi �,724,��� � s- Z 490,093 '�,72� ,�39 s-3 489,760 �,725,1�7 5-4 �a9 ,7 01 'f,7�5,�03 s-� 489,5�D '�,7�5,429 � S--fi 48� y321 '�,725.7�� s- ? 489 ,� �8 '�,�25,�54 S-8 489,430 '�,7�5,4U'� :� s-� � �$9 ,639 '1,7�5, �3a - s-- "�� 4�9 ,7�0 'i,7Z� ,98G �-11 490 ,07� � ,7�4,4fi2 s-l2 490 ,� 59 � ,724,392 _ S--�3 480 �2�4 'i,7��,�59 . , _ � ., . � � � 1 � 1 �, . ' ( 14] Assvciates � 1 5chaef�r Dixon � • � � � ���r������. c�un�� �L��1�ii�1� ���'d�i�li1��1� � ]anuary �8, I9R8 Schaefer Dixvn A�sociates z�68 South k�athaway Street Santa Ana, Cal ifornia 9z7Q5 Attention; Fir, Paul Davis; S�B�IFC"I'. Alquist-�Priolv Special Stud�es �one Project: 70--25� APN: �-n�A-�i4, ni7 C�unty Geologic R�porr No. 455 R�ra.ch� CaI i fo r n i a At�ea Dear Paul : � ha�e re�iewed you�� report entxtled "Repor� on Geote�hnicai Znvestigation of the VL�i�damar Fault. f�orth Plaza Area, R.aneho Califoz�n�a, �iverside Cnun�ty7 ��," dated August 3'I, '198T; the Secand Party Revie��v for the sub��C� �3FO��Gt �3,�► �►y �. Shlemon a�yd Assaci�tes, da�ed Octoher, 19�T; a�d your ad�er�dum repart � dated I�ecember 'I D, '1981. �our report determin�ed th at; I. . The surface trac e �f �he Z•�i 1 dom�r �'au lt e�tends narthvvest--southeast across the s i 1e. H��ocen�-age displa�ement �Iong t��e V�ildomar �`au]t a t �he s�t e i s indicated hy ��} d�sruptian of pr•obahle Holo�ene-age soil hor•izoils (�) a�luvi ian �nd pc�.xi deposits faulted against Pauha sediments, and �3} �f'f'sets «•i t h i n Halocene--age pond deposit. 2. The small displa�emen#s and discontinuity af the �aults enGounter�d in excavatifl��s e as f e rI y of the �ildnmar fau�t suggest tha t th�se fa u Its are relative�y minor, �aon�-reoccurring pre�Hola�ene features i n P1ei stocene--ag� Pauba forma�ion s�diments. 3. �he potentia] for landsliding i� cansidered remote. 4. 'l,he otentia� for earthquake-induced floading, fsunainis and �ei��es can he pt•cc��ded . 5. The pote�itial fQr sympathetic mvverneR� on adjacen# faul�s is considered to he extre�n�ely lo�. � 4480 LEE11l�N�TREET,s� FLooR 4�i�2�9 QA51S STREET, RQ�f1A 3�� RIVEI�SII]E�CALIF�RNIA 92501 INDID,CALIFQRNIA 92�D'I (71d] T8T-fi'181 !�7 ql :�4�-A?7? , � Schaefer Dixan Associafes - � - January �B, �9Sg �. The potentiaE f�r liguefactiQn, latera( spreading, s�ismic settlement and difFerential campacti�� i s considered iow based on yaur Prefiminary Soils and Fou�dation lnves�igation report dated A�gust 3�, '[9g7. It should be n��ed that kh i s r��ort �as no� been reviewed �nd approved by f h is office. Yvur report �ecommended that: 'I. N� habitable stru�f�res be placed alang the trace af the ac#ive V1lildarnar fa u f t zone shown as."Fau�t Se�bac[� Ivnen an PEa�e 'l, Geatechni�al M� af your report, and described i n yvur repart. 2. The bvundaries of the fau�t setbac[� �o�e estabfis�ed by t�is repoTt supersede th�se re�n�rme�ded by Pianeer Consultanks, �98� t�ount}r �evlagic R�part No. �99}. I t i s vur opinivn that the report wJs prepared i n a c�mpe#ent manner cor�sistent with the presenf "state--of--�he-art" and satisfies �he requirernents of the Alq�ist-Priolo Special 5tudie� �o�es Act �he assaciated Rivers��e County �rdi�ance Na. 547. Final appr�val af t�ese repor�S i s h�reby give�. V+� rec�nmend fhat �he following con�litiar�s be satisfied be�are issuance af any � County permits as�ociated with th i s praject: "l. The "Faul# Setback �one" shown on Plate �, �ea#echnical Map af yaur repor� shall be delineated oR any prQ�ect maps, and �he ir�side of th� setback zone s�a�l be labeled "Fa�lt Ha�ard Area."' �. A copy o� #he fina[ pro�ect map s�all be suhrnitfed tv the Planning Department Engineering Geologist for revi�w and approval, 3. The tren�hes ex�avated for #his projeck were ha�kfilled b�t not campacted. These �n�ompacted trenches s�ould be addressed by t�e p r a j e�t s a i I s engineer p rior #o issuance vf grading permifs i f ar�y structures o r structural f i I I s ar� Gantemplated fvr construction over any pv�tivns of the krenches. � . � . � ' . 5cha�fer I�ixon Associates - 3 w aa��uary �8, I988 I t should be noted that the areas covered b� these reports naw supersede the same areas previous�y covered by C�u.ilt�+ Gealvgi� Repart 19�; th�refvre, th� Restricted U9e and F au I t Hazard zanes �n County Geala�ic Report l99 i n this area ar� n� longer applicable. Very truly yours, RIV.��� ��UNTY A� �EPARTMENT Ro,ger S. �re�ter " Plar�t�ing 1��r�c�¢r � r ev r� . K��f�r�ma r� En� neerir�g Gev3ogfst CE�C'r-1�0� SAK; r+d c,c. Csaba Kn • Rancha �al i f. �v. Co Ray 3. Shieman " Consultant �� iVorm l.astbom - Building � Safety �2} - Ea rI Hart - CDi�G � � 1,. . � �� Au st 31� 15B? 7��-�5Q '.J 9u � REFEREI�CES � ' Califarnia Div�.s�.an vf Mines and Geolagy� 1980 � 5pecial Studies . �anes Maps, Murrieta and Temecula Quadrangles, California, sca�.e � � 2� , D4D . 1 • Hart, E.�'. � 1985 �R�yLsed ) Fau1t-Ru�ture Hazard Zone� a.n Cali�- farn.�.a, Califoznia Division o� Niines and Geology, Special Publicatinn 42. " Kenned�� Michael F. , 1977, Recency and Character of Faulting �lang the Elsinore Fault Zone in 5c�uthern Ri�vers�.d� ' Cauntyr Califarnia: Califarnia DivisiQn of Mines and Geology, Special Repart 131, 1��, � ' Leighton & Associates, 19B7; Engine�ring Gealagic Investigatian of Fault ing, R�n.cha Highlands. Tentati�re Tract No. 2�?�Q� Rancho Cal ifvrnia, Caunt� of Riverside� CalifQrz�ia; for Ra.�cho C�.l ai f vrni a Deve 1 opment Cvrngany: �cr n s u 1�a r��.s ' ' ' � March 31 ro `ect no. repaz�, Rivers i de, Cal�.f , � , p � 6852�04-t�1� , ' ' Mann, �vhn. F.. �Tr. � �.gSS, Geology of a Pvrtiorl of the Elsinore �'ault Zane California: Califarnia Division of Mines, Special Report 43 , 2�p, � ' Pivneer Consultants, 1980, Geotechnical Evaluation, A Portian of the Wildamar Fault �one, Rancha California Ar�a, � � Riverside County: for Ttacor Realtyf Rancha California �a.vision: cansultants repoxt, Redlan.ds� Califarnia (June �.3 , J.N. i�oa--156 � 159 f . � ' Robertson P.K.� an.d Ca anella� R.�. � 1985, Gu�de�.in�s for Use � m'A Interpretation and Application of the CPT and CPTu, third edition, Svil Mechanics Series No. 79� t7nivexs�.ty of ' British Calumbia, Vancouuer, B.C. , l96 p. � ~ Shleman. �r. R.J., 1987� Personal Communication. i AERIAL PH�ITfl�RAPHS � DATE FI.�pVVirl DE�IGNAT I QN 5 CALE � � 7`-'2$�'S� 70� 71, 6S �bfi 1."=1.Q00 �♦ � � 5-24--74 958,959 1"-�aOU '+ 4-14-78 ?85g 1"-��Q� 'f � � Associates 5chaefer Dixan � � � l i •�-,� ' � . �. ,� � ' � APPEI�IDIX A �� EXPLOR.AT�RY TRENCH LOGS A THRUIIGH M � � � I � 1�- 1 � SGhaefer dixvn 550Cl���S � J � . � � . i 1 � f i 1 � AppENDI� S �QN� PENETR4METER TESTING RESULTS dND BQREHOLE LQGS �� � � '. � , � � � Associates � ' Sc[�aefer Dixon 1 ' ` _:' August 31� 1 98 7 , 70-Z5� �. APPENDIX B CDNE Q�NETR�METER TESTxNG RESULTS AN❑ BOREH�LE LaGS E' ' The Con� Penetromet�r T�st (CPT� was introduced abou� S4 years ago in Eurape as a method for estimating pi�.e bearing ea�acity. �n recent years. it has �merged as an effec�ive and econamYcal tech- � nique for delin�ating subsurface stratigraph}� in certain types of . sails. Data deri�red fram the CPT can alsa be used in soil identi-- ficatian� estimating of strength parameters ❑r densi�y� and evaluation o� liquefac�ian susceptibilit� af a sail mass. A cam- �: rehensive study vf current practi�e in th� use of th� cone pene-- � trometer and correlation of CPT data with soil properties has been published by Robertson � Campanella t19867 . 1 ' The standard cone penetrometer has a 64a apex angle, a 1� square centimeter �cm�3 txp arear and a sleeve area of 15Q cm� � [ASTt� D-3�#�l, see Figure 8--1 � , The apparatus is advanced through the s�il at a constant rate, by means of a hydraula.c or mechanical jacl�. D�aring testingr the tig resistance �q�� a�d �leeve �ric�Yan � � Fsf acting on the genetrometer axe measured. The frictian ratic� � FR � F�/q�� is a useful parameter �.n correlating CPT data �aith soil type. � As descrihed in Sectio� 2. 5� 8$ CPT soundings were canducted across the sub�ec� site along foux separate llnes {see P�ate ly , These soundings were completed from Ju1.y 2� through Jul� 2�� 1987, ,� by The Earth Technolagy Corporation und�r S0�►' � �irection. The CPT � equipment operated �� The Earth '�echnolag�r Corporatian con�ists af a cone assembly 3mounted at the end af a series af hollow rads. A specially designed all wheel dri�re �D--ton truck is used to � house the test e ui ment. , transport and q � Loas �xom CPT soundings are presen�ed as Figures B-2.l thraugh ' B--2. �.�6 �nat inclusi�e} . Thes� diagrams shaw �one txp zesistance and the calculated �ric'�ion rat�a, plotted versus dep�h. Borehales _ B-� through B--S w�re �onducted near �PT soundings �.3, 3 3, 8 5, 5S � and T4, respectively. Borehol� logs are includ�d as Figures S-3.�. thraugh B--3.8. A key to the boring logs, Figure 5--4 is also pr�- sented. � Ge�lo ic cxass sections alon CPT lines were re ared fram the g g � P cone data and boreho�.e logs. These cros� sections shaw the unin- terrupt�d continuity of sedimentary strata beneath mast af the � covered area. Figure B-5 shows the gevlogic section for CPT Line -� A, and Lines R, C and D are shown in sectian on Figure B-6 . � �-� Assnciat�s � 5chaefer Dixan "� : � � dD . � � � � � � !u a � a G - Uf� ' N o � C3 � 5 4 � 1 � .- � 7 6 � 3 ; � -, D � � a - � � _ _ , _"' E .�___.....�; � � .._. - - -- � - � _� rn � � f Cut�icat p►ztnt [iEl rst��) t Lu:rd crll 3 Strain gages 4 f•�rlion alcevc=lI0 cmrl � 3 As�juas mcni ti�ig G 1�'z[eTprnuC buShiR� - 7 Chhle 8 Conncrli«n H'ith rods � � � � ,� j � Tl(P'�CAL ELE�TR�Ni� �F���TIC3N ��h�E TNP :� � - F[GURE B-i � Schaefer Dixvn ssociates . � .1 � � � � � � � � � � � CONE PENEI'RQN1E1'ER TEST LOGS � FIGURES B--�.1 TH�t011�H B--z.1D6 (NQT INCLUSIVEj �� �� _� ' '. .� .� � �- Assacia�tes � 5cha�fer�ixon �. � � [ � m W Q � . L9 '� � �O � r � �u u F � � � �o � w z � F- � o w �� � � 1 I o�C H- F- Ll.. W L] � ' a � W p � ,� � � � � � Q � � � D S4 � � � � ,� � � � � Q � �� � � � , {, � ^ � � � � . � 1 � U v y 5[ o x - �` a '� � �' ' � �. +� :� � v "�. r» C. _ _ � ` e�v � � w � � ' M o � .. � ' � � n Jd � Q i�.i hl � � Q x V n � � _ p d •• C� . � ., "R' u. r� FR F- t..1 R.i � � � , � � � °0 O. R. o `y p .�7 � � � r'�3 '� � Q DFPT11 1N FE E'T �� � � • � N �� N r m _ �' � c� I � � 0 �� w � � � � �� w _ � � � � � I � � � � w v Z I W �. � Wm 2 p a � � � � ►rr a ,n a o � CC �p L'1 r r n t7 � � 1f1 � � � LM • � � Q T(7 � . i�� � � E � � � Z,l� U la u Y G � ,.. .- � Y I v � � �, � � ,,� � o �� a, _ r � � r'�+ p .. Z � � r-� o . � �� � ta.. �R � .� i� � Li N � I 4 � � !�► Q � � .. - � c � � •� r �- � � W W � � � � d d � � �� � r n n � n v � N � J o�rrr+t����r 1 I,'� � � � � W . RL 7 Z � p �L _ ' Y� N � V �" N � . � � �.-. � W � � m a °� r— � � w � � z '� W � a w u�► m sn c� �r, a ,n Q 2 p O �n � 'n t�+ �+ n n � v u� o �i v d � 4 n r � � _ � ,' r ' � � . � Zry � � •' � U . YJ � f7 u� Y D � ..r w 1fl �" � p F � � �n d � � � � G. � � n � Z . � v �"� . 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U L' � r� �� � a ~ � � a 1 = � � . � � � o r w � . .. a . � � �,� r� i!� n � � o � ,I� 1 t�� o a � c � . = r� � r a� u p � _ � ca �• I WW m � � � � o �� a � o v� n ►+� o u� a aa ' N N l'7 � Q � �19 08PTx IN FEYT � .� ' . ', r .z.. . � � ' ., '. . 1 � � N Q Y'" .� N I � m W Q � z ' ' �o O �� � � w � � � � � � ~ Z � }�W.. � � W Q � � � I � r-- F- CL W (� .1 a -� w w � O � [i L"1 �y N � P�7 4 � lafi C � � � g � � a M :' � . r � v � � � L:J � � u � � � � �, u u� ❑ a yu x v � � w � .. � H C3 i� � � � a � � a � � � � a �c � ' � Q � . � W � K � J `G o � N � = n Z � CJ � O f■ F � � Q Q Z - 1i C7 F"' �.. � � w � � � � � � � . ' e,7 O w O u7 d � � �[s D � � � h n � � � d�PTH ai FEET .l .�. . � ��0 - r � � ' � �, m w . � � z t� . wQ � � �- ` w � � � � � �' �Q °� � W z � . �-- — o w � � Q � � W � I � � �� W LL W W m 2 Q � 'n n 'n � v' cy - ❑ CC � v �� p �� n r+ '� "' a Q u' � U � rs.' � � �. -� � � � �V ~ ' E� ^ � � � � sA V O W Y v � r. .� ^' � LL � ~ � 1 � 4 �. Nd � J � � � n 0 Z w � � � � v � � ' X � J o � Q � N � � !'� � ,� � � � .. � ; v Q = +� � �= � ' w w _... __ `� � � l Y m �CS �"1 � � � � � e�•f � ,j � d � � ��r:K inr F�er 1 [ � � � �1 1 .' H�RING L�GS FJ.�ViSC�a7 �`.7.1 TEROU�H B��s� � � � �M 1 � � � I �-� Assa�iates 5chaefer �ixon � ' , BQR1N� LQ� '� La ed Da�a Axx�.J.ed: �xi11 Ri : B4xlAg Diameter: Bnring E�.ava�ian: ., 94 $Y• � SLH 5--��--87 M�exLE 85X HSA fi" ].Q�.4.2 �- Descriptians on this boring �og apply anly a� �ha spa�i£ic btiring lacati.an and at th� �ime Borinq Numlaer; �.�! ' the horang xas raade. �he desczip�ians on th�s �og are r�o� �rarranted to he �epresanta�ive of subsur�ace conditians at a�her lacations vr tit�es. a�r r � , o W w � � � � � W � d = w z 4-� W _ � � � � DESCR�P�z4N � W ~ c c a � � � � � � � � � � ca �s v FTI�L: ' �5�i) 5i�.ty S�ND �F/C 3 �a�gr8v�1 , med. d�nse, dry to sli, maist 5p'£ ll ALLiIVIL�H/F�HD DEPOSITS: r'7. � � i �r , m�d. dense, mv�st, a��.v� grey; m�caceous S CS Fat CLAY, med. s�iff, moist, vex��r da�k grey, ��trac� af,rao�s and organ�c debx�.s, � micaaaous� W� 1 Znch d�am. Silty Sand pvd it� . sampl� R I� � d3. 75 I - T . - �� I � becomes snttr vet A 8 ^� .� . 42. 74 1S �CL-CH) 5i].ty GLAY� s�.iff, vet, very dark g��y, �,�. � R 21 mxcgcenu� I � �� . . R �� 35. 85 � � (S�) 5i1ty S�4ND ��''1��}, med. dense, v�t, dark grgy, ��. 25 S�T 20 micaceous - {CL) 5ilty C�.A�. med. stif£� ►�et, grey �� (5M) Silty SAND (F1��, dense� vet, dark c�rey, .. ma�aceons, ,�r/ trace af c3.ay� �xace a£ qra.v�7. c�=� �. S1Z�y �'- ' 30 SPT 3� , . 15. . . � . Ii�R � 140 16j3� in. 74-25D �-�•1 �xc�rr = � � o e . Date Drx�lad: Axi�l Ai : Boxi� Aismeter: B�rin Ele�atxo�: � � i, gg d By- g g q � SL�1 $-1�-81 x�i08IL� BG] HSA �•, T014.2 nescsiptions cn chis hor�ng Iog apply aal.y at tha specifi� horing 1,aoats.an and at the tima Horiag Humber: the baring was aade. Tha descrip�ions on ��is {og are noC warranted to be xepresentative �_� af subsvr-fdee c�n�i�xans a� ot�ter lo�ations or ti�tS. � }" p � W � H V~7 � �s" � � ~ � � 6/? Li�[ � _ � � o �E5CRiPTz4N � W o a � �� a w � a � o � � � c� a o AL.L W I Ui�i I P4ND UEP05ITS. � y }, cmed. d��,s e we t, �1 i�e gr�y m��aceflus, wJ �race af gra�e� �1" max. size} 5FT ��+ tSP�S�iJ F!C 5AI�1D c�l 5 i 1 t, me�. dense, tivet, �xght �0. , grey,,micaceatis, wI trace of �ravel {i." i � _ � max size 35 5 P'f �5 24. 40 {S�iy Silt� SAND (Fl�i), ��d. dense, w�t, light olive �rey, micaceous, w� a fe►� th in lay�rs {2-6rr �hi cky ❑f S i I ty CLAY �CL.) � � B �3 16. X�b 45 �. SPT 3� Z�• � 54 SP—S� ��� �AND �� �� it v. dens� ►�•el. li�hr grey, uj tre�e 4� gra�el ��" max. sa.xe) � � 5P''� SD+ 2d.. ,� 5S � T ��cames {SM} S i Ity SAND (F� v. dense, i�et, a l�ve �i► grey,��}a few thin layers (]-2" thick} �f Silty �. T �iY �� SFT 50+ S�tCnm of So�in� at ��� feet !G. Gtoundvater abser�ed at 8.� fest fr0 - PWC Pi��ometer Fnstall�d W Sand BackfiIl .. .: . f� ;} HA.'fliER WEIGli"�� Id0 lb,�30 in. 70-25� 9-3.1 �J . B�RNNG L[��' � l.o ed D�a#�e Dril[ed: 1]ri I I Rig: Boring []iameter: Boring E�evaiion: 99 �Y�SLH S�1Q•�87 �TOBILE BbI HSA 5" 1013 � �]esc�iptions nn this 6oring Iog apply anly a t the sp�clfiG 6arinq location and a t the time Boring Number: � the baring was aade. Tha descriptivns on tnis lag are not warranked to be representati�e $_� � It nther loca#itins nr tia��. � _..—� r � ' y�"'" � !„i,J � F- H LL. � � � H Z � V r � � � = DESGRZP�ION � ��.. � a W W �i � o � v � p,=,. � G m � y C G ��� F�LL' �q[,) F. Sandy SxLT, med. d�nse, sli. moist, light � SF? 23 brawn 5.� ALLW�t3►i FDYi� DEPOS xTS: i Y m� � stiff� maxs�, dark gacey, j w�trace of raoCs and a�gan�.c debri s , mxcaceous . Wf trace of F. 5and R S2 35. S� :�� . T T � � . � '� becnmes we�, clsyey ia � � .w R 1�4 4 3. $2 � �. �5 _.___� � � � ;� (CL--CH) Si�ty CLAY� med. st�i�'f� wet, dark grvY� mxeace�us .�� $7 g Z3 34. '� 26 � 2L z6, g6 � _ [SC) Clayey S�ND �MIC�� med. d�nse, w�t , dark brawn, micacevus ��, �5 {SP-'S►�] Silty �1HD �F�C)r dense, we�� 3.i.ght hr[►wa� � m.icac�oua ,� SF'� 37 �$, ' � . , 30 .. 1 AAliliER y��C�T: 140 lb.]3� in. 70-�50 8-3.2 � ;, ;� 8����� ��� I.agged By. �ate DriEEed: Qrill R€g: 13nring fliameler: Baring ��evatlan: SLH 8-10-8T N'�HIL� BG] HSx 6�, 1.4�3 �� DesCri [ivn� on th[s harinq iag appl� an1�► at the s,pecliic bvring locatlon and a t the time Baring Numh�r. � P _ the boririg was rr�ade. The desariptions on thls lag are not r+arrdr�ted to be representative af subsurface ca�ditions at otf�er In�akians ar times. B"� H � W � �e �". 1--' .'' V- W 4 � � w v�1 W � � _ � nEs�a��Tx�N � � o a � � ~ I W � � � � � � � m � � 4 v A.�.LDY Y�/k7i}ND DEPOSTTS. ;� . � z y �� ►►. dense, �•��e jt�ati�e gxey mxcaceous, w� Crace pf grar�ei t max. siEej �4. �D3 R �d+ � 35 � '� � L � : becoroes FIM Sand, mare 5 i!ty, m�d. d ens�, v. zlark grey 44 SP'! 21 I . ;� o am a orzn� a ee Graundwatcr Observ�d at l.5 fe e� - HaI� Sackfilled and Tamped .r�� ��� � � 45 � ' � 54 ' - 55 , .� �� � . HA]�R 1�E��GET�. 1�0 Lh.J3D i n. 70—25� � B�3.z �L � � . . Lo�ge� By: D�te ❑rilled: Urill Rig. Soring Diameter: Bot'ing Elevatian: SI.H S-I 1-57 M�HILE B6Z HSX G�� �p�3 Descriptians on thfs �aoring lag appl�� onl� at the specific bvrin� Incatian and at the time g�rfng N�mber: � � hcbr' t a ing was aa�e, 'ihe descripttnns on this log are not warrant�d ta be representative �_3 - of suusuri'ace canditians a i nth�r iQaations or #imes. F p � � � v1 � LL W � CW�' ■ w"� �~I7 _ � � � DESCAIP�ION � = W � � - 1— � Z s � w ea a a� o w Q "' m ac � o � _ L. c� F' � � FTLL: � �',y) Si1�y SAND {F/M)a IQ43tr sli. mnist, �rorm, r�f �race of rcots 5FP 7 14. � . 5 ALLUVIuMIPOHD DEPflStTS: � . �a � med. stif£� moi�t, dark qrey� � m�.ca�e�us (CL) S�.].�y CI�AY, med. s�iff, wet, v. dark grey, �/kt�sce nf zoo�s snd organic debsis, mic�aaous ' R 14 39, $p 1� ...�. � � �a aa. $z �� � �s (�H) Fa� CLAY, sa�t, wet, alive gsey, �aicae�vus .� � ��. � �a T � ' beaomes mad. stif�, da�rk greya��h barawn ' '� R ].1 39. B3 � 25 (5C� Clayey S,AI�TD (F�K�, med, st�,f�, we�, Zight 5P'I � qxayish bromn �6. �- 1 3D Sli� as described belaw : • .: �A�4iER �VE[GHT: l40 ib. 3� in. 7Q-2�aQ.. e-�.3 � - �� ,� , �'. � ' ' � �-�99ed �Y= Dat� Drillcd: Drill Rig: Bvr+ng Diameter: , garing Elevatinn: � S�.H 8—I1--87 NOBTLE B61 H5� 6" 1013 � Qescriptions on ti�is boring lag apply� nnIy at the spee�fic boring lacation and a t f�c ttin�e Sorfn� �1nmi�er: the baring ras �adQ. The descriptians on ihis lag are nat warranted to be r�presentati�e � of subxur� ,e cnr � B`a tians a# oCt�er laca�tions ar time5. � � � D w ' � � 1-�- ,:�, Lt i� p }" � � �-, tn t�-� � c' z DESCRZ�TIOH � w W a � 3 .,.. U ` o � m � = a a�c � �" � o a �p-� �¢ AL [lV ifM�FOND DEPOSIT�; 2t]. .� „ med. densef xe�, greyis bro�n mi.cacer�us, r+/ a few thin layers �2�4" �hick� af C�.aXey S�LT (HL) � 35 � j �� , � � �FT 45 b�come� lxght gx�y� dansa ��4• 4a � (S7L� Si1,ty SAND �F/H�, dense, �ret, dark gray, {i�c�caaus� F�•Ia f4r� thin ],ay�rs ❑� �iayey SZLT �f� � R 43 ��i � 45 � � 5PT 43 18. � 5� r (SP-•S;Lj P/G SAND �� Silt v. dens wat, alive gsey, r�� ��ace o� grave�. ���2" m�. s�.xe] � � sa+ 1�. lx4 � �� � SPT �0+ �$� � Battam of Boring at 5� Feet � Groundwater �bserve�d a� 7 Feet �p $ale Baekfalled a�nd Tam ed � ' �r �. --. BA1�4iER ----�-�'-- . . , I 7a--2�o e-a.a I � . , � n �d 6 : e D r'lled• L gg y �at i . ❑rilt Rig: Boring dfameter: BQring �levaffar�: S�H 9-32-87 hOBILE BGi HSA 5" Descripti�ns an thls boring lag apply nn�y at the specific boring locatlan and a i the time 6oring Number; � � the horing was Rsade. The �e�crlptions on this log are no! warranted to 6e representat�ve of suhsurface conditions �t nther locatinns or [ines. 8--� . �"' W � � e/1 C•� .� � � C F" W +-F'+ V�"7 . � t� � _ �. �/1 W � � z v = DFSCRIPT��H � � o � � � ,� `� � cQe � o � � � s� � o c ����MIPt]N�3_DEPUS�TS: �,� �b�Q��i,��+l�trace ofpraots��� �noist, greyisH 5FT 5 ��. � .r� �� ��. ......_.... .�_ � � (CL-L`H� S ilty CLAY, m�i st i ff, moist, � � ,�, 1 i�ht,oli�e �rey, �a� trace of raots and �.i -- organ�c debris, mtcacevus _ . I � R �3 � r'. � ; �❑ becaines svFt, tivet, dark greyish braw� 33. 89 .� � � � R 9 � 41. 82 15 �CL� F. Sandy CLAY. �ned, sti ff, wet, ali�e �rey, � m'icaceous � R ]9 19. 1�9 � za . _ �SM� 5 i l ty &AND (F�M�, dense, we#, greyish brawn, micaceaus � . SFI 3S I2. .� 25 (S�� Silty SRND (M/C) WJ 5ilt, ined. dense, �e1, SPT l4 liglit }arown m'icaceous, r�� 2� fe�v t�yin layers �Y� ��-�'r t�ickj af 5i]ty CLAY tCL� � _� �- - 30 . HA#�iKEA . • : .. I�'EIC'H'T • l4D lb. 30 in. l 8-3.�4 ., ' _� . � � � g���N� ��� L�gged By: Date gril].sd: Drill Rigt goring Diameter: B4xit�g �lavatxon: � �-- �Lx �--�z-87 . �roezLE B�� HSR 6.� �o�a.a � �,__� Aescriptians an rhis borzng log apply anly at the specific baxing lo�a�ian and a� �he tims Borinq Numbet: �ha boring was a3de.• �h� descriptions an this log are �ot warranted #o be xepresenta�ive nf subsurfaca Ganda.ta.ons a� other ],oGations or tImes, g�� �� 1-� p � 7- =Ii . ! $ ~ V�! cn w � � � DESCArP'�x�N � � c,��e �t, �` � � "� �,�., �,w„� C C � � c� w o `� m � � � _ o a ALLWIU�ijP{3�D DEPdSITS : v 5 i I�, �. d�nse, wet grey rsh brov�a w/ a �e� �hin laycrs �2�-6" thick) of 5i1�� CLAY �CL) SPT 5D+ Z�., � 35 , R ��♦ 1�.� iZ1 � , �Q li Il � thick gravel I�yer t�lw3 max. sixe} (SM� Silty S.�h'Q � l� , �epa�. dense, we�, $reyish brow, rnicaceous: �! �xac e of c I a y s�r � �z.� ' �s T� , � s�r 1 i � 2d.. becomes M/C S ilty Sd�ND, med. dense, wet, grayish • - brnwn � 50 � s�r z� �.�. � �5 � � becomes iess Silty, v. dense � SYT S4� Bottani a Boring a# . FeaC "'"-' � • �roundwa#e�r �lbser►►ed a t 6.� Feet 5U PVC Piezometer T�n st�a[led s� 5and Sa�kfi 1 - EA3�G�It 4IEIGET: ]4Q 1�. 0 'r n. �0--��� . . 8�3.4 � � � - � Logge� By: Uabe �rilled: �xx�� Rig: 8aring ��ame�er; 8aring Elevatzon: �—� � 5� �-12-87 �3DBILE AG1 H5A ISr� I U 12.5 � 6 � Descsiptia�s on this bvra.ng l.og apply on3y at tha �pecific baring Iocatian and a� the time Boring Hum'her: _ �he bvring xas aiade. Tha descrip�ians on'thia log a�e nvt xarranted to be rsoxesenta��ve o# s�rbs�rfa�E coadiki.ar�$ at ather lacatians ar times. �-3 Hp W W � F- }.-� � ti w v � °C " u� w = a ,� � DESCRIPT�4N +� w o ,�, a }— � Z = r-. �.., �• W � Z � � m t�'� � V C G FjLL: � �� llp�r �n (5M3 SL1tq SAN� �F) , ii�ed, dense e].i� moist, dark brown, �� trace of gravel �Z" �caac� sixe� i� ALLW�II�iIP()HD bEP�5ITS: —{CLT s"x��Y�� ,mea. sti ff; moist, �L1V@ grey. w1 trace of raat� � nr�an�c debris, nii�aceovs 5 � R ]a 35 8� _ � ■ �� becomes s o ft, ve� � 1D � �k�ecames 5�ndy , R � 21. I08 � ' � 1S (SC7 Clayey �AND �MIC) � med, densc�, �vet, ol i�e grey, r��icaceaus 1 18 . SF'�' �I? � 20 sCI�L clay ey SAND to 5andy CLAY, ined. dense, wet, aeric bro�n � B 35 �$ Y�� � 2� (SP-5�f� F1M S�N� V1 Si3.�l med. dense, �ti c t. 1 i�H t y@�1dV]Sh bI41�TIt � i]l1C�G�011S � s�r zs 1 g � � 34 • �:. r� I EA�`�ER �IGHT : l44 ��� 3� i n. 7d-2�0 B-�.� � � ', � L,ogged By: llsie Or�lled; Dri21 Rig: �aring DI�arr�eter: Barin� Elevation: �, 5LH $-Ix-B'7 HD�ZLE S6� H5A b" '�Q1�.5 � DestripLions an this #�nrinq lag �pp1►• only gt tF�e specifiC boring lacatian snd a t the time Borin� Number: . . the borfng was aade. '� de5cri�tions an this log sre nat n�arranted ta he representativc �f suhsurface canditions at o�her lacat€ons or times. $-5 H � � � � H h�- � � trl � F-� �► w � ir1 W � � � _ � � DESCRYPTYOH � W e� � � � v�7 � C � x � a x � � O d7 a � v CC 1--� � G G R 47 �iLLWZUM/�QND D�PC35IT5: ��. 125 , �"�t�L'7 [: ayey � d. der�s� �t, dark grey, . w�f tra�e o� grav�� �� max sx�e� � ..�_._. �_ gpT z8 (StS�SC] S i�ty to Clayey SAHD (MIC7, med. dense, we#, �� . ' 33 li h� o�i�e re ' . Sattom a�' Bori�ng a r 34� fe e t Grvundwater Ubser�ed a t 7.5 F�et Bole BackfiIled and Tamped � � 4U �. �} � 45 ' .� 30 � � 55 � � . _ �o , �', a. 4 � � � HA�EA � GIEIGH'x I40 1b.��0 i�. . '�0-�50 ___. g"�.' . --- � ���� � �_,� �_ -- � -� - . .. � 1 , �. � � ' :�,: 1� � i�EY To HaRZN� LDG5 � �'z�V�E �-�4 � �: � � . � �, � � � -� Associates � _� Schaefer b�xan � , � . 'r - ' ,� B�R�N� L�� . , �� � l.vgged By: Date Drll�ed: q r111 Rlg: 8aring �i�t�r: ' Bortng �Isvation; � � m �eseriptions an this bori�g !ag ap�ly vr�ly at the specjfic paring locat[on and �oring Mumber: at the t#ae thQ hvring was nxde. The �es�ripttons on this log are not warranted � to be r�epresentative of sulasurfa�e cor�ditlans a# nkF�er lacatinns a r tEm�s. � ~ . � e,ry � � � � � LCZ f"" � " V�3 W o = � N � �ESCRIPTIDN � W ��.r u ~ ' F' � �,,,,, �. � p� GC '�'� CL � C7 � � W - � � m flC T� � � S 0 � � Q v � � � � -• �SM� Si�ty SANO , medium [�Q[15�� mvist, brown a �_ � V W �rHt���a sor� cu�s5r�tc�siv+� o �tAT�R TA�LE �EAStiR�D a[►� dATE DfiILLED 1. � �iI1�Ea OF BLDWS �EqUIR�D T� AQVA�lC� SAMPLER atVE FOOT SANPLE �,�CA'fIQN At�D IDENTIF��ATIOH R; 3,25-1HCH U.�l. SPI.IZ BARR�L RING SAMAI.�R • � SP�': STAH[3ARD PEH�TFAf IOl1 TEST B: BULK SAMP[,E �H-5��� �D[STiJR� CaHTEWT AHD dRY GL�NSIFY .� E1�ICAi`�5 SA�lPLES ��ST�p FOR DYN�� PRDPER'iIES � 1'�TE S: � � r � .� � m �� o W � � °� KEY T� B�RIN� L��S � � [ Q .�- , Associ�tes �r�vRE ��-4 ,� } 5chaefet 1]ixan �J .� .. . - � —�- .,...._ ��.-�--. ...... .... . � . .. . _ �� r� �� � � . � - �: STA� OF CA�lF�RttIA--iFif 1l�SOU�S AGEKCY GEO�tG� QEIJI{MllZAH. Gcvarnar �DE['ARTA[EAl OF CO�e#ERVIlT10N -- ❑MSI�N DF IWNE� AN❑ t'��L�GY BAY ARF�1 RfC.lOf+iAI OfFIC� 3$0 C141C llRR'E SUIT'E iGp PlFASANT F�,� C,�4 9�S71I997 PfiQ�lF, ��15] d�1r9?t1 A TSS Si�9•S9?Q Febzua ry �.a, 7.9 8 8 t�1 t . 5 t even A. Kupf exman Engin�era.ng Gea�.og.ist Riv�rszde Caun�y Fl,anning Departm�nt � - :.� � • ,•„,� �080 Lemon Stree�, 9�h FIvor R�.versa.de, �a].ifornia 925d1 � -,, ��., Deax Ste ve: We ar� placing on open fi�.e the following report, revz�wed and apprvv�d by �he Caun�y of Riversa.de �.n compliance wa.th �he �lquis�-Prio�,o Spec�al, S�udies 2on�s �c�: Geotechnica�. inves�,�gat�.an of �he Wi.l.domar �au�.t, �Tor�h Plaza area� Ranchv California, Ri�erszde Coun��, CA; by Sehaefer Dixon Assoc.; �ugust 31, 3.987; wi�h Se�ondary Part� Review o� Oc�. �987 �R.�. 5hlemon� and Add�ndum vf D�c� 7.�� �g$7, � Szncerely yours� �� Ear1. �ri. Hart, CEG 935 5enior Gealog�.s� � Program �3anage� �FB:rfq cc: A--P Ti 1 e �..._-, � � � � � ...r�. � � • s � � � . �v�'���ia�c ���.1�1�'� ���- ��.�►��i�� ����►������ December 2, 1�8 7 RECEIVED ���5� 5 ch�efer Dxxvn Associates �F� Q � ���� Z 16$ 5outh Ha t��Z�ay Street �,,������U�� 5an ta Ana, CA 927a5 �r: Attention: � Paul Davis S[.]B�T�Ci: A]��t i s t-�ri ol 0 5pecial Studi�s Zone Fraj ect: 74-25D a��: 29i-oso�oxa, or� County Geo�og�c Rep vrti No. 455 Rancha C�1 i forni a Area Dear Paul : V� have re�i�wec� your report entitled "Report on Geotechnica� Yn�estigation o f the 1�L�'ildomar Fault. Narth Pla�a Area, Ranchv �alifornia, Riverside Ct�unty, CA," dated August 3I, 1987; and the S�cond �arty Re�iew for the subject project by Roy J. S��entan an� Assac�ates, dated Octaher, 1�87. Please clarify your repart with respect ta the fallaw���g: � 1. �our repor# shauld discuss the secondazy s�ismic hazards t h at may affec# the site. L� particular can�ern are l�quefaction, lateral spreadin�, seismic settlernent, and sympathetic rrtovement on ad�acent faulfs. 2. The boundaries of the fault setback zone ori�inally �~ecomm�n�ed f�y Pioneer Cansultants �I980} shauld be shvi�rri an yaur Pla�e �., �eotechniGal Map. Plea�e da not hesitate to ca�� rre a t (71�� 'TS7-1377 if you ha�e any questions, V�ty tru 1� yours, R1�ERSIDE COUNTY .�G D�PARTMEI�IT Ra�,er S. Streetex - PIanning l]jrectar � � ��. • �� � f Steuen . Kup�e�mar� Engineering Gevlagi SAK:rd c l�1 Csaba Y.o - Rancho Ca Roy J'. Shleman r.. �\ i 4080 LEMUhI STR��T.9r" FLC?[]R 4fi-�09 4ASIS STREET, RQs�M�v4 R�VERS�DE.CALIFaRNIA 9�50�-3657' lND10,�ALI�'�RN1A 92201 �714�T8T-6"�8�1 �fi19�342•8277 ' , ' Geotechnica!Engineers �368 5swsn Haihaway 5iiaa� t7ti4)548�68a2 5anta Ana, Calitornia a27a5 {8{yp}2q�•'176i . . . ...�L_-- _..» .,,.._,....,�_.._.—.��.� - - �— -- --- _.__. ... � ���,�-=---- -- � Assaciate� 5eheeferJ Qixon 5 Ch�efe r ❑i x�n El[is J Jcnes r,., Raheri J Lynn � ��� � ! �� Paul tiavis ��rj � {����� �. WfAiam J Manahan ��`,z f� f� �' � Jernes.1 Weavar i �� n R � Jahn J BWeiO 7�"'�rJ� J�iY U� ���V Jaseph F Nfar�laQna .]arnes M Sell D�cem�er �0, 19�7 ��1�'�:n�,�.: �►_.���1xT��r .lahn H Foster P�Af�i+SE�� ���nHT`YIEI�T QannISV �.a�g Rancho Cal�iforn�.a �?405 Xne� Road Rancho California. Cal.ifarnia 9�39a Attention. Mr. Csaba Ro Sub�ect: Addendum Repo�t �n G�otechni�al �nvestigation of the �iildamar Fault North Plaza Ar�a Rancho Califarnia Ri�rers�.d� County� Ca�.ifornia , (AFN: 2�9�-d$b-QL� ra�7� Cvunt� Geo�.ogi.c �eport No. 455 Gentlemen: Schae�er Di�on Assaciates, Inc. (SDA) �s pleased ta submit this � . add�ndum r��ort for the W�.ldamar fault �nvesti�atian at the worth . Plaza Area sit�. Dur initial� comprehensive report was dated August 3�., �.�87� �see References} . This Addendum Repart presents additiona� data �.n response to the review lettex by the Riverside Count�r P3.anna.ng aepartment, dated ❑ec�mber �, 1987 �at�ached as Appendix A�. The Cvunty zeview respan�es follow� and should fvrm a gart of aur referenced repor�. RESPQNSE T� ITEM N0, l: Seconda�y seisrni.c hazards that �h�uld be ��nsidered for this �ra�ect are potential for �.zquefaction, lateral sprea�ling, s�ismac sett�ementf da.tterential • �ompaction, landsliding� ea�thquake--induced floading� tsunami� and seiches, and syrnpathetic mnv�ment on ad�acent faults. These potential. ha��rds are listed in CDMG Note �B �Ca�.ifornia Division o� Mines and Geology, undated7 . Each item i� addressed b�law. r�� � � � ` , '� J ' De�ember 10� �.987 74--�50 Patentia� for li uefacta.on lateral s readin sei�mic settlement and differential,,,,,,,,,, compaction " were addressed subsequently a.n our ���Preliminary Soils and FQundation �nvestigation report dated August 3�., 7.987 �Reference No. 3� , The potential for these effects ,�� ar� �vnsidered low based on our evaluatian of soil i� �a,� cand�.t�.ons at the site fsoA, }.987�) , On the basis of � �''� � subsurface explorat�on. laboratory testing and analy�- ' ses af subsurface canditions, we concluded in Section �'�' � �.3 of the fvundatian investigativn report that. "the , patential for soil liquefaction at the site is ],km- itea, an� a:� such� lateral spreading as a result of � ��• ��,�o►�'�i�uef act xan is considered unlik�ly. . .n � "The main ��r � ��'� �� ef�'ect af �.iquefaction. . ,wvuld he differential settle- � �e.� `ment, " and "liquefac�ion induced s�ttlements vr ather �5 �� ' ground damage wou�.d be 7.ocalized. " Patential �or lands��din� - is cansidered to k�e remote { based an the � prese�nce vf dense� �ndis�i�ctly-bedd�d � ''�t.. sedimentary una.ts and the absen�e vf e�istzng �.and- �� slides in similar nearby terrain. Fotential for earthauak2-�.nduced floodinqr tSL11"l[3R17.5 ancI ��i ches �- can be precluded. as�W�no W ma�or upst ream � dams ar ather large bodies of water are present which � " � may form potential hazards t❑ the site. Patential for sympatheti� mav�ment an ad�acent � ���_�, faults - is considered to be extremel�� low based an the �haracter of faulting expased dura.ng o ur previous inv�stigations fSDa, 19877 . we canc�.ud�d in that � �� investigatian �hat the relatively small displacements _ ' of several feet ar less and discontinuity of the {secondaryy faults suggested �h�y were re�atively minor� nan-recurring pre-Holocene features �see Section 3.3, SDA, 1987� . Accardingly� such faults are nat cQnsidered to repres�nt a signif�.cant� pvtential seismic hazard. r 2'[ �. Associates Schaefer Dixan '�J December �.�, 1987 74--25❑ �sPVNSE To ITEM N�. 2: The boundaries of the fault setk�ac� zane origina�.ly � recomm�nded by Pi.oneer Consultants (l98❑ has been added �o Plate 1. � Gea�echnical Map �a��aci�ed� , ` r ►� Shou�.d yau have any questions regarding th�.s Addendum report� � � ��ase contact �he undersigned at ��ur canv�nience. �r� � ��5pe�tfully submited, ��� SCHAEFER DIKaM ASS�CTA�`�S� TNC. � � �� �a�.�+-�'� � Paul Davis Princa.pa]. Geologist �E� B32� � � PD:AUM: Lag��4 2 Attachments: Referen�es Appendzx A ~ C�unty R�view Letter � nxstribut�on: t2� Addressee � ].� Roy J. 5hlemon� P�,D �6 ) S�ev�n A. k�upferman, Flannirig Department . County af Riv�rs�.de [3 ] Associates � 5chaefer ��xon � �` �} December �.�. 1987 70-�50 REFEREN�ES �.. Califarnia Di�rision of Mines and Geology, CDMG Note 48 Check- lists for the R�view of Geologi�/Seismic Reparts. 2. 5chaefer Dixan Associates■ �nc.� �.987� Report an Geotechnical �nvesta.gatian af the Wildomar Fault, North Plaza Area, Rancho California, Riverside Caunt�� Ca�.ifornia: far Rancho Californa.a ❑ev�logment Compan�; consultants report� 5anta Ana. Calif. � �August 31, �roject na. 70-250� . 3. � �.�$7br Preliminary Soils and Foundation InvPs�i.ga- tion, Worth Plaza Area Rancho California� Ri�rerside County, California: for Rancho �al�.forn�.a� Developrnent �ampany: consultants report, 5anta �,na� Calif. � �October ].3, �raject no. 74�25a�} , � � Schaefer Dixon Ssoc�ates . � APPENDI� A � RI'�ERSIDE C�UNTY PLANNING D�PARTINENT � REVIE�V LETTER, DATE� DECEMBER �� x 9 8 7 �j �.J Schaefer Dixon ssociates � t� �- - .__.� �. 1 . . � , �� � . , • 3 •' 8r� R�VI�W QF Tr�� S�:S�AI� DATA Project ' Lvcation File No. � Re�iewed �X. �... _ Date R�vi:�wed Review No. � �. _ REY:�W DF REPUAT 1`I]IC�IT�S THAT .5[�PPORT.DATA �� ��� �4`�� ��°, �,��� ,�a�o a��;{ COMAAEN� �o�9�a ���4� ��tc 1. Lo�atinn �1 site (latitudc and longitudr) � 2. '.1lnxtmurn crcdi6lc e�rthquake � . , , v � .3� M�xfrrium credibIr rack accetera sbn■ f f� +� � 4. Maxlmum probstblt e�nhquake � S. I�axlmum prnba6lc rork a�c�E�raiionF � �. Potcntial tor tiqu�i�c�fan 7. Potentiaf for grour�d lurching and 3rnpllf ca�iar " . 'Rcq�irt�l fi�r d=�n�n�ic anady�si� re�nxitl�ra�ir�ns s�n fr+urtela- IN�A ans��l►uCtural 317fh111i]►. . "Kef�rs t�i greiun�3�tGcl��:rliun as:�n��d ini ihc[.]pis�i+�n Mn. C�'�3l��-1.711 I174.�if ihc�31'ticc uf thC Ai�r�rncy Ciener�l, � � ■ � av� vtiut rF�r:c � ....._ � AssocEates Geatachniae���nglncsrs 2t68 Svuih Ftathaway St _ Sc h aef er D�xv n _ se���a,�a,c$r�fQm��az�4� �t�a��s�sso2 =$aa�xes.�roz 'T�ANSMITT�IL LETT�� o�t.• Te. RIVERSIDE �dLTNTY PLAt�1N1�IG DEP�R'I��NT Pra�ect: �i�1 a rd � Zdildamar F a�i 1 t 4Q�D Leoa�7 S t re et SaA F4�No. 7Q--23B �ldx�,�.ard� 70-250 (Wildomar} 9th Floor !f enelosures er�not as nated� please infarm R i�e r 5 i d�, CA 9�501 u6 fmmediately ,o,nef��,,,; Afr. Steve C'upferman We ar�transmitting: ix 1 harewh#► � ]undar separate ao�er�ie � 1 in sccvrdbnae wftl�you r request The fvllowing; GQPIES QAT� DE$CRIPTIC]N �, October l9� 198T Addsndum Repart, Engin�ering Geolagic lnvestigation oF the W�k�.ar� Fatt�t hIorthwest of Btisin�ss Park I)rive, Riverside County, Rancho California. � fi Jul}r 20, 1987 Enfiineerinb Gea[o�ic Inr�estigation of the VWillard Fault N�,1. vf Business Park Drive. Aancho Califvrnia, Riversid� �ounty, Califarnia 6 A�t tist 31, 1967 Re art on Geptechnical In�eski ati on af the Wildomar Faul# Z�. P�az. Area Rancha California, Riverside Cov»ty, �'alifornia. These ere transmitted es cheak�d helow: [ a lor�►our usa E 1 for your appraval � '�1 far se�few and cornm�nt [ f as requested t )far your fie ( ] Remarka: The WiIiard Faulf Study, dated .Iuly 20, I9$7 (Project �ia. 7a-238} was performed a Assessar's ParceY (AP} 94D-3aQ--0�&; 'xhe [�ildamar Fa��li Study dated Atigust 3l, 1987 �Proaect: No. 7�-25a] was �rformed oa AP 921—�8�—Par�els 1� and 7.7. capies ta: S;gnea: - ��''' Fau! Dauis �J �.' ,,�,_ � • � ������� ��� F � Associafies I;,I�'�iT��r����������n�� Z1fiB South Hathaway5l. Schaefer Dixr�n �? �!-= i�R 51nte A��[Ifar�la 92T45 ',1�� 0 4 i�8$ �'`� �soa�zd��7a� Rll�t�,��uL .. ....b�Y TRANSM�TTAL LETTERP��'���NG d�F�:�T�IEjdT Da�a: De�ember 3�.. 1987 To: Rancha Califarnia p��� Wa.ldomaa� Favlt 279�5 Ynex Road SOA File Mo. 74-Z5� Rs�chv Ca�,xfornia, CA 9�390 If encl.aaure�ere not e� nated,pfe�se ir�fflrm t�s immedtateIy. AtxenRicr�: �l'3]C. C�3b� KO We e�e transmitting: � R t F►�rewhlt � ��ndcrs�parete rowervie ( ]hs ec�ordena�witl'�yau�taques The following: . coP��s aAr� o�sca�wrion� 2 Deoember 10, I9g7 Addendum Repvrt vn Gev�vehnical Tnve�ta.gatian ; of the Wildomar FauZt Narth Plaxa Area � � Ran�ho Cala.fornia �t�.v�acsxde Caunty� CaZiforna.� ' {�PN: 291-Q8Q-01�4,��.7) Caun�y Geo3.vgic Regart Na. �$� These ere transmitted �s �hecked b�[ow: t� 1[u r yot�r uae [ 1 ra r yattr gppra�al 1 f For review end cornment t 1�a t+�qu8st�d i �ror yaur rz� t � � I�emarks: [s] s n A Ku�FQr_man si�nec�: t1 �'�`'� Gs�p[�a tn:--......._...�.EL��3 � . � ar "" "^ � ! a �` J Assaciates G�[staehnlCgl�rsg�naers 2�ss Sau[h Hathaway 5t 5�haefQr Dixvn 5an1s Ana,Califomla 9Z7fl5 �r i a�sas-ssvz tsa�r z�t5-17o1 TRANS111�1TTAL LETTER oat$: Januar 15, 1988 Tp: Co�tntv o_f Riuerside Pla�ining Deat p��a�; W�.1.domar Faul# 4�80 Lemnn S�. 9 th F 1�vr SDA F1ieNa. 7Q—�5� ,_, R i v�rs i d e. , CA 92501, ,,,,,,,,,,,,,,,___,,,,,,,,,,,,,,,,,,, If enclosures ere not�s no#ad,p�ease infa�m u� rmmeote:ely. i... .�, ..� .-. ,. .. ..,���.--�•� , • � �Q � Ananrlan:_p�r_ Steve K�s�f�+rrnRn � :.`;•, : � W e are transm�tting: ` `����;, � �} s�;�� [ x 1 harowl� [ f under separate cpverr►ie F• � ;li ' : t y in�ccardance u►ith yvur request_ '. - . � . • --. .. . _ _ ... . . ._ � rt��� � �,.E� 11 _ '�, t•:. �:TJ�Q�.- �� The fnlrowing: C�PtEB ��►TE DESCRIPTION 6 D��ember 1Q, ]987 Addendum Repart on Geo�echnical Investiga#io�i af �� the Wildamar Fauit I�Iorth Plaza Area �ancha Ca�if�rnia ��verside Caunty, Califvrnia {APM: �9]--DSO--���,�I7) Cc�unty Geal�gic Reprt, No. 455------- Geote�hni�al Maps fvr. These ar�#ransm�ited a� checked be�ow: t �} fQr yaur� { f for your appra�al � 1 f�ar review e�cl camment 1 �es reque�ed I ��ar ywrfitc t 1 Remarks• Copies�- 9lener+�d• ��� � ��� �} _ � ; �i����i�IL�C ����L� . .� .. � ..� '� ?Ldl�t1�l�C ��r����li��l�� Decernb�r �, 19$7 Schaefe r D i xon 1�saci a tes ��68 South Hathaway Street Santa Ana, CA 9�7�5 Attention: t�tr. Pau1 Da�i� �CTBJF�CT: Alquist--Prio�o Speciai 5tudies Zone Project: 70-250 A�N. 291w08i�wD��, Ol7 �ounry Geolo�ic l�eport Nfl., 455 Rancha �al i forn i a Area Dear Paul : V� ]�a�e•reviewed your report entitled "Repart on �reotec��nical Inuestigation of the �ildomar Fau��. Nartl� Plaza Ar�a, Ran�ho Califc�rnia, Riverside County, CA," daied A�$ust ��, 1957; and �he Seeand Party Review fa r t�� subje�t project hy Roy J. 5h1 emon and AssvGiates, dated October, �.387. Please c lari f� yaur r�port �v i t h respect t� the followin�: �. Y�ur re ort shauld discus� the secondary s�isrnic ha�ards that may affect � the site�. OF particular conc�rn ar� liquefaction, lateral spreadin�, seismic settlement, and sympathetic mo�ement on adjacen� faults. �. '�'he botindaries of the fauli setback zone ari�inally re�omrnended by Pioneer �ansui�an#s �19$�} shauld be s hotivn �n yaur P late 1, Ceotechni�al Map. Please do not h�sitate to call rr� af �714� 787-1377 i � you liave any questians. Vety truly yours, RN.ERSIDE GOUNTY PLAN N I NG DE�ARTA4�NT �oger S. Streeter - Planning Q"rectar _,...:. . � " �4Qr� �r Kupfe �� Engineering Ge lvg� SaH:r d c/c1 Csaba �a � Ran�ha Ca Ra}� 3. Shlemon � 4��a LEM4N STREET,9��LCinR �s-2a�oASlS STREET,RC]aM�o� RIY�RSIDE, CA1,1�4RNIA �25D9-3fi57 IN�I�,�ALIFQRNIA 922U� �71�)787•6'18�i {619y 34�•8�7T � '' ���F����� ��V��+��� �F ❑iVIRESDUR�ES�BUI�LD NG .7 AI Rfl�M 'I347 �1��� ��� �E�L��11 '1416 NINTH STREET SACRAMENTO CA 95814 . eoE,�c� �oTE r�u�a�� �a ., ..,.._ . -- -�,�..�,��,�......�..... , CHECKLIST� F�F� TWE �EVIEIl1f �F GE�LC���C/�EiS1v�l� The toI1Q�ing cher�iis�s,"Rc�•iew of t]�e Ccnlogic Data"aRd"Re�rew of 1he 5rismie Data".wcrc prepared lor�hc p�rp�se�Edeter- iezinins�he adcquatiy uFteaEogicJsc�smic haspiEB�l sile repvrts that arc preparedby cansultingengfneering geologlsls,su�mitted fa�he�[ficn ��!Arth�ercture and Consiruction,and reriewed by ti�t D�vision af hiincs and Gealogy.This r�vicw pracedure is rGquircd by regulatinns aE thL Cal�farnlaAdministraG�e Cada.Tltle I 7,[hipter 8,Sarc�y af Cnnsiruatior�of HaspltaEs. I�ads�lk[an.CD�SG Nates 37 and�3.w h�ch are �c�errr� �a in �he rcg�Ilatlanr.proYidc guidriines on tn�prc��rntion oF�e�logirlseismie�rp�rts. A. REv�E'W �F TH E �E U L 0��C DATA f. Prajec# .�r^�� ��[�+�,,._�. Lacatior� ��c�h.+7 ��I File Nv. �� 7�,� Re�iewed By ❑ate Re�iewed f� � � 7 Re�iew No. REVIEII�OF A�P�RT iNE]ICA7E5 7HAT 5ltPPaRT DATA ���a����e�� o�` � `� � C�MMENT c4��'a Q���� �' � P � t. Surface �easogic inlormp�ion and map(minimum scale map i:2d�40Qy � 2 Suhsurlac� geologic infarmatian � and map {detailed �peabgi� cross- s�clion) �. Faults mapped wlthir�or adJacer►t la � � � � sffe 4. Magnitude and�is:ance of al[ reFe- vant lacr�is wf,�in 1U7-k+rti radie�s ' �. Poter�tial for liq�efactian �ground � w�ter and svi!�or�dition) fi Pvte�tial For seismlc settlement and f di€Fere�t�al compaclior� f� 7 PolBntia!lor landslidtng 8 Potenttal lor earinquake-induced � IFoodin� 8. Patenti8�t lor tsunamis 10. Pal�ntial fvr seiches i i, Biblivgraphy - t�. Reporf prepared � signed �y E�g[neering Getibgist �enilied in California ti3, t[ the sile iS within an Atqulsl.�Prlab Speaial Studies �one,was l�e study � �vr�duc�ed in accardance w[1h the pracedures est�b�lsned by EoGal govemment? t�4. H�s ing City ar Counly 5eismic Sa lety snd Safety E�emenl af t�e � .� GQr+Pr31 Plan 6een cQnsfdered dtir. � . � my .r�e preparaRion of this�epon7 15 has Ine engineering g�nlQgisl indf- ca ted lhal he �+�ttea �he sil e ��1d +►�rified t�e supg�rt d�ta? ......-..... . � .. c�►sE �eGau�rs�c �H�o�,T�a� sHE�� �RTE R�CEIYFD: �� I��� � TE� HO.: r - • ` . �`. _,—,, f�,�! CASE ND.. i� 1� ��'� � . . H .. . 0.: C�J�NA:� VESTIhG: �.SE�ER�D:.___ NQ1.SEwFREG:,,;�, 'w�ixV�R? YES� �.___ FL4Da ��NTROL D�STRICT: RIVERSID�.�. �� 8L1�THE Y�THIH R-�, R-�+ �-fi ZO1�S: HOT WITHIN R-2, R-�, R� ZONES; ACR�3: �� �a�Ir���aL kCREs:� L�TS ;,,� MEGAiNATTs= AnnzTx�N� r�ars......,...�... � C�IS�s FILL�D C4hiCl�l�RFH�TCY: � . 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GL�No.PA1 S-I U43 Mr. Jim Cappadocia JHCH�I V�RSII�E f�.�N�C�. I�C �58�7 Be11Cm4r�Dnve Ramona,Cal�farnia��46� � Subje�tr Resporrse �a Cour�ty Commerris for t�re Proposed�u�Qru 1Fla�ir�terran�e Build�ng, Lorated a� �2074 DLR�]ri�e, Cit�=of T�mecu!'a,R�Ners�de Cou�r�y, G'alr'farnra. IMtroduc�Qr� �GC�eo-Environmen#al, Inc. (LGC� has prepared t#�is response to the Re�iew Comment� letters for�he ab��e referenc�d project pr�pared by �.he RzuParside Caunty Planning Dep�rtmcnt, dated ��tab�r �b, 2��S. 'T`he cammenis will be lxsted belaw, fallowed by aur respanse to each camm�n#. The following changes and �Iarificatxans shou�d be ca�side�ed part of and att�ched t4 the rcferenced reports, �QMA��N'�S �y 1V�r, Daniel W��sh,�aunfy of Riverside C4�V1'ME1VT 1Y�, 1 � ]. "In 5ecti�n 1.] Purpose and 5cope af 5�arvices,th��onsultan�sta#�.s that 3 fault trenches were exca��ted ta lengths b�twten apprvximately ]75 feet to ��� fee# tataling appxaximately �44 fr,,e.t. Zn sectian 2.6 Faulting, the cansultant states that FT-� was approximat�ly 274 fect in �e�ngth, FT�2 was approximat�l� 1�Q f�et in l en�th� and FT-3 was approxi�netely 240 feet in ]ength �6�4 feet t�tgl�. However, the C�at�chnicai M�p �P28te 1� and the Fault Tareac� �.ogs�P]ate.s 2-4� show th�leng�hs of F'�=l at�?� and �75, FT-2 at 2�5 an� 2�7, and FT�3 at 15U and �4$, f�r a total of 7I 0 feet and 70� feet respecti��ly. Plcas�canfirm the leng�hs of t�e fault txenchrs at the si#e,show cansistency thamughaut�our a�eport, and e�nsure th�frenches are accurately plotte� on Plate I." R�spanse -- The �vrrec��ed l�ng�hs fa• ihe fau11 rrerrches FT� [hru �=3 Qre crorreC[1� repre.sen�ed on the reuised 1'IQrcas 2 thru�as well as t�e reti�is�d G�ot�ehnicai�I�p, Fl�te I, ar�d ure u�toched at�he rear o,��hp re�spor�re. C4MM��II�N�, Z �. "�n Sectian ].I Pwp�se and Scope af Services,the cansul#ant states th�t t�eir scQpe of senrices ineludac� `Preparatian a�a fauli setback due tg a�tive faul#ing prevfausiy encountered by oth�rs.' Please clarify why a�di#iansl trenching wa�s de�tned necessary if yaur conclusinns were ta be based on pre�viaus studies by o#her consultants." Respanse - Additionul xr�rrch�r�,� ��as c�eemed nece.rsary xsirrce cr c�rpy of�he Sc�crefer Dixan �4,rsneiar�.s (Schc�efer�rxorr� 1987 f�ult r�port wc�s r�o1 uuQ�Iable from th� Coun� af R�verside. I�owe�+er Qft�r �he - c�r,rrrcnt trer�clr��g h,y ��� had heeM a�ccomp[rshed a cap� af vn�y� th� �eotechrriecrT�ap�'rom Schd�,��r � �uorr J9�7 r�par�, �orr[tcirred withir� th� r�f�reneed Pe�ra Gc�o�echr�rcal, Inc. J�99 repo�7 H�as rr�ode 2757� COMMER�E CENTER CaA.� #7 2S� T�MEcul.a,i GAL.IFi]1�NiA 9�59G PHONE: [95 7 1 597-�45� " FAXC �9S 1} 7 7 9��5'98 WWW.LGCGEOENV.COM - tr��urtahle oi� j c���i�i: �tn es�ablrshed "Acti��e F�riit �arre Set6ack" wus rrntGd o�z Ehe Sclicre,�'cr�3ixon ly�� ��` � � ��o��clrnxcal Mu� ��.�l�ic�lt �rv►�ided a d��niti��c �ivuridutp far thp lirnrt�rtiarrs q/`hurZdir�g de��lnpment, lzo���c��er lher�e�+�as rs.o�.�stabli.shecl hr�ildirtg�imitutiQns ti��it1'��n the rGma��ringnortivr� o�"thc�pro,��ct sx[��vhprc #li� cur�•�nf prapascd�ar�Ci�g sfruciur�s propos�d. �Q�IM.B]YT lY�. 3 �, "In Section 1.2 Location and Site X3es�ription, �ie cons�lt�ni reports #he �2eva€��n range onsi�e to be � a�ppmxim�tely be�reen l(328 and i�52 MSL. Howev�r, a revxsw Qf the tvpography an the pmvided Ceatechnical Map tPlate 13 shows a Iow elevation of�Q25 MSL within the existin�detentxon basin and a high e�evatian af at least 1460 M5L in the northeast corn�r of the parccl. Please�onfQrm and p�rav�de en accurate range af si��elevadans" Respons� -- This hus h�en �.'an�r'm�d. �ur apnr�oxfmat� rarrge a,f`c�Jevalions w�th�rr thN projnct hv�rr�duric�r s��oura h����be��n h�r����n �a.�s�sL Una x n6o�s�. ������v�r�rv. � �. ``S�ctian l,3 Pr�posed aevetop�nent and Grading states that a 3-srory �avered parkin� sfructur� is pr�pased, aloag with an addihonal uncvvered paved parking ar�a. Yn S�ctian �.6.3 Shallow �raund Ruptu�re, a� well as in 5ection 3.4 �anclusians, t�e consultan� describes the proptfs�d develapment es `�emporsry parking,! Hvwever, in the Statern�nt a�Operations�Appendix A.}the propased development , is d�scribed � a service dep�rtrnent with six emplayee� working Monds� -- Friday 7AM-bP1Vf, and Saturday 8AM�PM,with iwo le��ls of parking ab�ve. n1����1���n��a���►a pr��a���up��y of the m ❑sed d e�e1a m erit, � P P P Rcspor�r� — T'he ��Qpase� de��ln�rrrent shour� t�crv� ���ad "pQrkirrg s��•uc�z�r��e crrrd u temporury �Uved . ,�xarkrng". Th�plarrrr�d,�rart-r�nie occr�,�ancy a�`the propnsed perrki�g struc�ur�, �s a.�d��se�•rhed in the cop,u af "Stut�men� o�'�pera�r�r�s" le�[�r; ,�'rom Ninc� Tcrrn�cul� Subcrru, wltielr wus incl:rd� ir� !h� r�,f'e�•�nced gealog�r fuul# stud,�. �r� additiorral capy �„f'�he letler is pro��idc�d in �4ppendix�4. �!'o�v�>>�r, the czdjuCen� �e�mpor�r� purking u��Qa �a thc� �arthrsyc�st is Maf co���.�eterd' �n th� pi•opase�!parki�g sirue�ture hut ��as �nc�ludc�d in �his rcport due to�J�c�im+esligat�orr a,�'tl�e eMfirc►si�c�. CD�MEIVT'N�. S 5. "ln Sect�on I,� Pr�vinus Investigativns, the co�nsultant refers to e report published in 1987 by 5chaefe�r �sic�Dixon (Schacfer Dixan�ssociates} which included fault trenching on andl�r in the vi�ini�y af, rhe subjeet site �specifica�iy Tr�nch�s E, H, G, �nd ��. Furthermoxe,the cvnsultant s#ates that the pectinent trench logs were unavail$bl� af #he �ime of this rep8rt, but were included on a gevtechiaical rn�p published by pe�ra Geotechnical, Inc. in 1999. T'�e cansul#snt g�es an to refer to the Schaefer Dixan Assaciates study in three other seetians of t�is rcpart, as we11 as on the �e�o�e�hnica� Map. I] Please c��nfy whether�r not the 5chaefer I]ixon As�ocxat�.s��987}repo�t was u�ilized in the pr�paration of this report, and xf so, add to your ref�rences (appendix A�; �) Pravide th� resour�es �i.e. trcnc,h logs fram 5ehaefer Dixon, 19$7, or Geotechnical 1V��p fmm Petra, �9�9y that wer�used to flbserve and int�erp�et t�e previvus irenah la�s by Schaefer Dixon Assaciate$in yaur analysis af the�auIt rupture�a�ard on the site; 3� Plot the ]o�ativns of the pertinent fault ttenches us�d in your analys�s of onsite surf$ce xupfv�re patential on the�unreni site p�a�n ta show the coverage of the area." � Proje��1Yo. G14W1�6G-15 �ugc�� D�cembcfr�S, ��.�5 � �c=sp��rscJ — �'!ie ,1"u[l r•c�port of frte Schuefet� ,�ixnr� fr�uli s��cdy wus rrot �vQilablc� �uri�g oui� cur�rent -- im�cstigatian. 1�fulti,ple r�ytrests hu�te be��: ntcrdc to �iti�erside �ourtt� Plarrnr'rrg Dcperr�trneM� �a produ�c� u cornplc:te ���r� u�'��re 1987 r�part_fa�•j•eure��: Thc�Pctrar Geat��l»rical re,port i�fus made u��uila�ile a�rd��ie� Gcatechnic�ur Nfap fi~am Scl2u�rei• �t7�.�vn n'us �nclu�led ttr�lf�in �hat r�fere�c�d re=part, ho���ev�r na� tltc� rc�quc�stcjd,fdutt r,•�nc�� lo�s. The r�qs�es��d,�'au�t t�•�rrchc•s by Scliue/'er� �ixon �iuve hcer� pl��ted nrr or�r �ciotc��Jrrri c'u!Mt�p, Plrrrc? 1, to ��m o�rsrra re co ti:p,ag� o f rl�c� urc�a. ?�ca Scharc;J'cr I7i.xon �rtup 3vus utilr�ed fo fde�lrif� �h� ���7sring sur�'crc�e ru,�iur��nlcntiul H�r�hirr thc�previo��l�d��ncrd "�[c�ru� Fuul!Za�t�►Se�back"ir� r�spc���s to!l�c�{�rop�scd���i}elopm�nt. � �o�.���r��va. 6 6. uIn 5e��ian ].6 Aerial Phalv�raph ���iew, �he consuYtant �tates that 'Geomarphic E�iden�e af active fau�ting was ahsenred on ihe site....along #he westem pmperty boundary and trendin� northwest to southeast.' Please pravide a dis�ussi�a an the nature vf this e�iden�e. .�esp�nsc�-��4cariu!phatograplrs tt�kin ps ior 10 199(]ure naied to have a series of tru�evtcd slapes,faIlo�ving the pro,�eete�t trerrd of th�.s �ilriomur �'�ult lo�at�orr that is luhefcd��c�hirr or�r ��a�echnicul Map, PI��G 1. �'x�o pQrQtte! �l�a�o lincumet�ts �rre alsa no[ed ia �rerrd ac�ros.s �he sit��'rum the eastern �dgc o�'tJ�e I5 �'rc.��x�a� narthhourrd lanes (pr����rousl,� Higlxx�a� 3S�5J tn th� west�rn �dge o.f'��e suhj�ct sfte rre�dr`ng in pArall�t,�'ashiori crs�hc trerzd of tli��r�ncat�d.rlvpc:r urrd tapographic features withirr�h�r�atc�ral drainage.r. CO�►1'M�E'N?"ND. T �-�� ?. "�n pages i, 2, and 3 the eonsultant's prflject numb�r�s shown as G14���b�-l5,bu�pages�4#h3rough f2 � sfiaw it as G�,�-I��6-�a, F1ea�e clarify the correct pro,ject number."' Respo�se -- �'1�erc �i•u.r u ��pogmphicu� �r•ror nrf�xrgc�s d througl� 1�. TJ�c� corr�ct prnject fi�m�c�r rs Gl� 1��6-.15, CaM�EN�lYa. � S. "Sectian 2,2 stat�s that sai� descriptions �re pres�nted wii.hin ihe e�cpioratory boring lo�s in App�ndix B; howev�r anly iren�h l��s a�p�resen,ted. Pleese cl$.nf�r." Rc�s�rorrsc�-- "Explorcrla��hdrir�g rogs"is a t,�,�o�raph�Car c.�r��br und shauld re.�ad c��lora�ory frer�ch.lag.r. �Q,�f�IE.IY�'11�0. 9 9. "Figure� Re�ian�l Gevlogic Map states that the scaIe is }as shown,' however no scale is shown on ihe map. Please�larifyr." Re�rpo�Ysc► �- F�gur� � i.� �ot �"� Scalc�. T'1xe �.�orrGc��ian hu.s h�eyr rnade tn th� titic� �ilock oJ'[he atta�h�d �Ipdu�c�d Regrar�a!G�a�ngic.�Mup, J�x��cr�. C(�MMEN�"1Y�. l� 10, ���,n Page 7 in the descciption af�he Quaterna� Pauba Formatian, th� cansultant uses the acr�nym , - , (Qps�,b�t then uses�pf an il�e�eoiechni�al map a,nd all tren�h logs. Plea��revise fa��onsistency."' � Prn,j��t No. Gl�-I���-I5 }'agc�3 lJ�c�lmher 15, �015 �e,s anre — s sJiaulcl hrn�� hc�c>>r rr�dicutc��nrr �lie� gt�at�chr�ic�al mu� urrd all o�'rlre�faulr r�•ench lags. ?'fic� � � Q� �c�otec�l��ti��J h�up, Plut�.� J, u�t� fh� Fuult Tr��ach Logs, Pl�rlc�� � [h�•au�l� 4, I�a3�e bcerr r��►ised c�rrc! ar� urta�lrc�d at�h�.�rea�•of'tl:ca r�sp�sr.se. �CD�MEIVT 1Y�. ll ��, `4�n 5ection �.►� Gmundwater, the consultant ststes that groundwater was encaunt�red in a pre�ious horing at a depth aF 49 f� below a surface e�cvation of 1�?'5. This corresponds to a �raundwatax e�eva�ion of�pprox3mately 1(]�6 f�et N�SL. 'I'�Ce sub�ect site has a low elevation of appmximately ]425, and the pmposed pad grade is $bout 1034 feet MSL. 1� Ple�se explainlc]arify your conclusion tha! groundwster is not considexed a cQnstr�int for the pmposed de�+elopm�nt; and?) Pravide a dYseuss�on vf re�ional and hisioric�I groundwater levets at the site.'' Rc�spor��se — Tlic STur#"acc cleuu�io� o/'1 U7'S irrdicate ilr tlrc� rc�po�•t ��us a typogi a,�i�i��al err•or, Thc ac�tuttt cle.��at�on n�'�he re�{'�rcxnc�e?cl�re�►�aus ho��ng.8�� x�us 10�.Z fee� �5�. Th�s �arr'��s�onds �a a graursd�vu�e�� c!c>>�a��ar� a,f'c�Pr nxir�a[e!y ��I j�'r.�c.�t MSL. Fc=rehcd ta►ealrzed ss�a�er seeperge ���cr.r no�ed x�ithin tfi�,fQul� �re�ch 1og FT 1 ��ahou� .l4,�'ec�f to J 6,�'c:��helo�t�ex�s�it�g ground su�;�'u��.�. �'h�locations o f`liori�gs.8-1'a��d B-� and de�N�.t to tit�ater• s�ipagc a�isc�r��c�d in ,fault tr•enc.�h �=1' the l�r���e hc�n placed �rr the r'�vised Gc'.ot�ch�i�Q!�ap{�'lat�1�. Nrs��rieu!gruundxiater c�e��h.F �n tl�e cr�c�u hu��e bc.��n tivi�f�irr �hc: upper 5 f�ed to th��suut�tis�c�st�r�portior� a,f �JLR dr��ye. �ur pru,ject sit�licr.s dcmny�s�rut�c!u perched gr�urrdti�u�c=r lay�r a��p�roxrrrtu���y 14�'e�t ro 16 ,�'ce� heln�s�the ea�sting grdund sui;fuc•c� c�tcti}utior� a/"ahou� 1��5 fQr uir es��mdt�d cI�:l�cctivn �o,�"10a9 MSL �a � 1 fJll M3'�, �t rc�vi,�ni�of tl�c� �'t��er I�utu,Lihrut��oes r�Qt l�auc dfr�ct onsite in,�'ormuliart r�.�gurdirrg rcc�nt�r hrs�o��rcaf�afu tii�i�hin �.3 rrrrlc►.�fo nc�� cJus[and snuth of�hepi•Q,j��� 7'hc�s�loca�forrs ca�,�Zrm a grountlivate�• � eTc���u�ions�anging frnm ,l��71�S.L to 1 f�25 MSL. R�ct�nt grourrc�wu[c.'r el�}uutiorr.x fvr[liis y�ur irrdi�at� tha� �he �f'AulY�i4'C1tC1' �IC�l�O'�1011 !S 71�5 MSL. Tl�ere,f'arh th�.s �'oes ��ot irrdiecrte a carrstruin[,�'or' �1�� pra�.re d d�vcJrnpmc�rr�. C�11�M�E'!'1�T 111�. .IZ ��. ��Sec�ion�.b F�ultin�states that Fr-2 was approxirnate�y 6�feet ta the sauth of FT�1 and tha#FT-3 was lacated approximately I�0 fe�:t north of FT-�. This daes nak a�ree with trie Geate�hnical N�ap �Plate �}. Pleas�can�irm the iocatians af ihe trenches." .Rcsspo�s�— �"he ctcruu!drst���cc,j�r•F��,��om�`T! rs an�roxirnat�l}� �i6.f fcac.i� ta I9S,/"eet nor•�h of F"1=1 ur�d thc� aclua! dista�c�,far FT 3,�'rom FT-1 ir crpproxrnrutely 1 j5 f�e[ t� !b5,feet s�urh vf FT-1. �'lrc�p1'ap�r• scul�and loc�ations af th�,fcrult trenclic�s is rr�dzc�tecl a�the rc�l�rsed Gco[c.�clxnic�a!�!�la� �Plute 1�. C'��1�'lY7'�D. .I3 f 3."Sectian 2.6 Faulkin� alsa states that ea�h �f the feu�t trenches shaw�d evidence of patentially aative �'aul#ing ansx��. 1} Please define the tertn `pQtentiQlly aci��e' as it perfains tv sur�a�e �rupture hazard potential onsit�;and�}pFovxd� a detai�ed di�cussion of�he evide�nce observed in the trenches." �4cas�orrsc�-- Potc�n�iull�f Ac#iz�� i.� dc�rrc�rl ,6p.f°r �his pi•�,�ec��, us ev�d��c�� o�'�rc>>>ious fuulli�rg r1�ut daes �ot currerrt�y i�t�lrca�c� acti��it}� ��rtl�r�i tT�c� tu�s� Jd,D00 ycur's, bu[ rnav hu��e hud �rra�lcnrc.lnt�rio�• ta .2,OD0,00�1 y►eu��s be�'ore pi•�sen�, hoH���'�'r hus tlre,�ote�tiu! !a hr�i�e rnirrur svmpa�l:c�tic mor���ers[ duc to pruaimit� o�" knax��r rr��ur•bv aeti�c�'aults�, iti�hirlr rriuv�ranG�o f�ture eurthguuke unt�fuulting�cti��i�y, Thc su�,�'ace rupture � �'ro,jeet ll��. G�'4�I��6-I5 Pug� � 1]ec�c�n:h��►•�5, 201 S � put�trtiul i.�c�ar�sitl�rc�d remorc; h��t�c�y��r n�ir�ar symputh�tic mai+c�m�nt is alzi•uys pass�ble. 7'�icrc is c��rdexcN �s�il3�in atl tlrr•ec� �3�f�xuli �re�r�h excai�utivr�.s �f p���►iQus discontinuous fuu�fir�g and fraciur�rig �i�ifliirr tlre � Plc.�i.stoeerte age Pa�ba Farmutiarr bedrack �'here�.iurren[1�ti��u.r u leck q�'m�ailahifit�of natural sail ta no�e tl�e uge reratr`nnsh��.r due to pr e.�ti�Faus si�e rouglx grading, tl'aa��eircr an es�crblrshect "�[cti�?� Fuulf Zone Setbcrck" x►as nr���d o� [he S�liu�fc�•Di�o�� 1987 Gcrutecl�nie�rl�crp }i+hcch pravided u de�nfti�re ho�ndai�+ .f�r the I�mitrrtiorrs of burldittg d�vc.�lopm�xrrt, ho�s�c�►J�r�h�re��us no e.�tabl�sJred bYrflding��mitdtfar�tii�it��r� �1�e ��muirring portiar� q�'1lre prvjpct sitc� f��h�i•� thc curr�nt proposc�d purking .sft't�Ciur�,s prn�vsc�d, Tji�rcfbj•ca hus�d an Schaefer��]i�an .198��cyot�c:frni��c�l Mup th� any fa�x!feQtrrres outside o{th�ir "�lcliue�'au�t Zon�.� W =�elhuck"�t�ould�e considerc:d�Idc�r lhan J0,1�d0�ea1 s ancl at least Prei�rtoc�rrr,�in age�. Our re�om.mcttduliarr is ta allo�:for•�r�eo grid rei��arced com,�ac�ed,fill cup ser[ivn a� I�ust S,j'eet �0 1a ,/'ec,=�he1��1����upo��ed�ude s��itl�in f�r�brtrlaCrng,�'ootprrnt of clre propnsed purkrng s�r•ucturc� �►rc�cor�rtr•r�c#ror� af'a structui ally desigrr�c!posl tensiart slu6 s,�stern co rnftigate c�rxy pote�[iar ca�cerrr,g,j�r the}�a�err#�ul rninor .s�r�pu�hc�tic ma�►Gmen! �'Ie�usc� sce Secfivn ��1 0,�'tJrc re,�'er�ehc�d geologic,fa�!'� s[ud� for prelirr�i�rury rQc�omnrGndat�o��.r far rrritigatio� �f rnrnor sy�npathc�ic ma�r�me�s�prt palerr[�p�lly��fii�c fQt�l�fca��rt�•�s. CQh�ME1V'T'N4. 14 14. �Tab1e 1 an Page � refers to the 20D'7 CBC Se�tion I 6�3, although the r�ported values appear ta be in �greement with the 2�13 C�C. PIease canfinn that the seismi� design parameters pra�id�d are in $ccardance wxth the latest�ode.'' Resporrsc� -- Con/`rrrn�d. �'lz� purr�mct�rs �rc► irt aCcordanc� r�fh �r:� 2U13 CBC �'hc� rcport has b�c�n � c.�arreexcd �J ca����v��vn. rs 15. "xn Section 3.� Conclusians, the cansulteni states that `Active or P�tenti�Ily Active f�u�ts are knovNn to exist on the site within �he pre�ic�us and ce�rr�nt updai�d set�a�k sreas.' 1� The �onsultant should pravide a d��cussian de#ailin�;the specific�ines of euidence used ta determXna the presence af active or po�entiai[y�eti�e faulting within th�ir fau]#trenches; ��p�vide the�ocatians of such featurc�utilized in #he lacation of#h� updated setbacic ��ne; 3� The aonsultant ��ould provide a clear statement on what building.xestr��4ons a�re assoeiate� with th��ir updatecl setback zone. Rnspor�sc--11�o actfir�faul�ir�g c�udd he c�hs�r��c=cl H�ithin crur•[l:r�e�3�sc�parutc,�'ault trertchc�s �o�nt�d M�i�hin �hcJ pro,jeet .sit�. Pater�tic�lty r�ctiu�� drscanfir�uaus f�u�txr�g ca� bc seen wrthirr [lie cross s�etiorrs o,�`c�aci� trc�nc� lags Plcr�e.r 2�h��u �. 7`he lvgs rrote areas v,�'sh�erirr�aru�drag�anes as ta��tc�d T7��r� is u�so il�c ���serrce af rnn�y a�rdi�ed Qnd in�llc�d,/'r�ctures laca�ed�hrougl�aut�he se�tiorrs de�roted in t�e pc�ter���a11y u�fiuc� za�� as �abcyled ti��i�hir� euc�h,�"uult trcn�h Iag und an the �evis�d GeatecJ�nica� ,�Glup, .Pdatc� �. �'he pale�tt��lly ueti�rcr sc.�thuck zorr� ���r12 r�g�uire �he u�'dtt��t�aT rnugh gracli�tg►-G�ommendutiora,s and ir�rr��s�d slab f�ur�datio��.r �•c=cor�irn�r�dr�riorrs us dc�tcrrnirr�d by a licpns�cl st�uctu��rt c>>igi�e�r wha is yual���! to desig�� tl�e founrlu[ions cr�Trl stri��lur�.s ti�ritliir� crresas af mirror sympatlRel�c mo�temerrt. Dt�r fr�� slroufrl be re��rined to re�iew tlre=rt�uctut•rrI c�rrgrnc=�rs propn.r�d d�sig� anc��fh�sc�plarrs Irave heen mucic�u�►u�lahler. �4MMEt'VT N�. I6 ]6. ��Sec�ion 3.D�ancIusians �lsa states#hat 'Potentialty Acti�� fautts wer� survey....and are loe$ted on the �eotechnYcal Map {Plate 1}.` Howe�er, only the W�ldamar fault is plvtted an the map, ye# w85n't �� � Pr•aj�e�No. Gl��l��l5,IS Pugc�5 D�cc.��rrbcr 15, �DIS r encauntered in the �urrent Kenches. Na oth�r faults are del�neated on the i�ap or tisted in the Legend. � Ple�se clarify this staiemeni.'" R��sponsc— 3"hc� >>ar�ous patcnlially uc�iwc:discon�i�uo��fuultrrig fe�rtures r�otecl�vitl�in th� tr cnc�lt 2ogs F'T'-1 tlrr•ough FT-3 }�'�.�I'��tl�c.�ba�Is.�'ar�l�plo,�ing rlsc�delineated zon�.a. Tl�e I�'zldor�ur�"aul�is tl�e vrrly kno�i�s�nd num�d,f'aull to cr�.c�s withr`n �l�p�P�or��us pur��f�t��Elsinare-�"c=mccula Fau1t,�ortc�4�itlrin tlx�projcc�sitc: The �r�cl�nlar•Fault, i�`pr esc�nt vrr thc�site, �i��s ohsc�rrer!�n �F'�� by dc�ep c•antpuc�t�d ur[i��iu�,��ls alorrg DLR fJrire. Thc.� limit� of tlth dis�ont�nuaus uet�ve,fuu�ts ar-e c�t�ta�nc�c�x�i�hin fl�e stel��e,��d potcrrtial uCtii�e �oncJ, indicutecl or��J��re���sed Gebteelinicd�haCa�, Plctfe 1 ca�vrn���v�.��. r� 17. "�n Section�.� ACti�e Faulting,the c�nsul�ant concXudes �at acti�e faulting was not encauntered in the curreat study, bnt the�n states #hat the fractures, faults and shears that were encaunt�red could nvt be dgted due to previous site gra�ing, '�'he cansultant further rcporks that their interp�tafion of the Schaef�r Dixan m�p xs that no actir►e faul�ing was en�auntered in Trench H (5chaefer Dixon, 19�7},althav�h the actual tr�nch �ogs were r�vt a�ai�able, and thcrcfQro not reviewed. Yt app�ars the r.onsultan�s review�f �e data conta�i.raed in the Scheefer Dixan ��987�map Piate 5 in #he Petra, ]999 report] was utilized a� the sole basis f�r their aonGlusions that the f�atures encaunter�d within the cunent trenches were not active and th�reforae d�s��nated as 'patentie�ily active.' ]j As recommended previausly, the consultant shouid include a�I resaurces utiliaed in their asse�sm�nt of fault rupture hazard onsite, canclusinn, and . recQmmendations for t�e praposed de�rel�pment; �nd 2) �`he cansultant �hould pmvide their own � ana�ysis of#h� feetures encauntered within the eumen� fautt trenches and discuss the lincs af evi�cncc ,� used ta det�rmine age vFactiv�#y,'` � Re.��anse -- 7'he rc,�'er�r�cFc�s r�sct�,for rc�vic�x� o�'�fic��rraje�.�� si[e hati�� h�er� incTuded in .r�ppe�tdix .�. A!1 � ,fc�utur•cs urc 2oc�a�[ec1 tivithin i�e Qz��x�ernurv Pauha Formution -- Sar�dsianc Mem�ier. �e sai! mdt�r�als � in�l�c�ut�in[r.�nr� oxidc��iart ar�d�!a}��veu�hering x�i�hin man}+af the,frr��ture crru�,/'r�u�rirtg feutur��. 1V''a a�eus a,�'burn[ vr �urlxo�i�ec�pia�f� muteriu! ��c�re discavered in th�prvc�ss af ti�� t�cr�c� �xcQ�ations. �"he si�e yc�us cuppcd N?i�h cr fhfn uene��r (�faot �o �,�"e���af com,�uc�e�'a►rtj�ci�l,�1!(Afc} �f�roughau� n�a.r�d,�the sit� arrd up f� 1�f�et�+=it�in tlre ureas�c►ar D�4 I)rive. Hax�ev�r, ti��ichvu�1he prc:ren�c� o,f'� �Ieur soi!(�t ar�3� liorrzarr th�re rs �o[ u dir�c! ahi[�h� �o delerm�n� �rgc of�IiG discahtfnuous,�'aic�t f�Qtxr�s. 7'he Pau�a �'o1•mutia� hedrock is u F��istocGr�e age san�'stanelsil�stolie�elay.rt�r�e r��pasitror�aZ unit IocQted witl�irr 1he Tc�mccula Yat'lcy ar•ca a� 5fl,00a���r.r hefare pr�se.�rrt, Hax�erer, with fh� delitt�atiai of Qrr uctiue s�fback znne hy Scr7ae�'�r►D�xon in 1��7�s�rt1� snir harizons presen�, t�en i� i,r inf�r�•ed�hu�the qual�t,�►o��hei�•wark, us accep�c�d by the Caurrty o,�'Rivhr.rid�fo�� �r�arly 3n�ears, wtlt su�cc as a skillerl profc�ssfo�als apinrare r•e�'er��rc�d hy aur o�G� �vith thc tfm�t�d ab�Ir�y �n �•���i��� �Ia�um�rtts in tl��if� errti�•etj►. Il�o �op,� o,f't1s� r�yuesled re�'ej•ersce Sc�I�ae�'�r 1]rxojt irr 19�� documerr� could be ,�ro�uced by t�e Ca�rrty Q`f Ri�ersidr� Geulogist o�ee a,�t�r c�ppr���ma[e!y 1 yeur a,�'.such re�u�s�,s fr�am,�l�urcltives. C�M�IE�Y'I'�Ya. l8 �8. "For Plates 2-�4, Fault Trench Lo�s, plea.�e cunfirna that all artificial fill onsite is campacted and document�d.and if so,re�is� lags tn show Afd thr�ughaut:' R�spnl�.c� -- �'l�c►f�ult tr�r�cli 1�gs, Pr�r�s � thr� �, hu��c� �c�err �c>>iscd,�"rarri �4,�'u urrd��'d�o�!�'�, us p�r xl:e �c.Jatechnrea��ap, PIQ�r.► 1 aitd the Limitecl �eo�eclznicar In3�estigutiQn re�or�hy.�GC �eo-L���irunrr:en�ul, 1n�, dctred M'a�•ch 1�, ��JlS, fi�hiG'!t r�fG�'��ncc�i[h�Pc�tra Geot�ch►riculRcrpart afRaugh Gradi�g.�rom�UU1. � Prt�jt���t IVfl. �1�f-1�6�-�'S Pvge b D�e�f�her 15, ��J�S � eoa�r�rr��vT�va. �� 19. "Far Plates 2-4, please pravide orientativnsla#titudes for observed fe�tur�s." l�c�s�orrs� -- phtairruble oric�tttutiartslrr�titurlc's lta�i�e hec�at�lu�c�d�i�i�hi��fuult ti•errc�Ir log�'T 1 uncl drspluy�cl nr�the geo��c�ll�rcal mup.for ol�re,��er�feut:�res. C�J1�M�lY�'N'�. Z 4 �U. `�For C'late��-4,please plo#th�Iin�its af th�updat�d potentialiy a��i�re zvne on th�log�.'' R�sper�se � �'l:c� limit.fi uf'�1�� PQtentiul�',}���.�tr3�� T.orr� has be�en pt�tfed ort f�c� Fault Tr�.��c1r L�ogs Flat��r 2 thru� The opportunity�a be of�enrice is appreciated, if you should have �n� �ueshons regarding th�content of this response c�r r�quire further�larification,p�ease nutify this affice af 3�our ear�iest con�enience. 5incerety', �GC G�'D-�ENI�I �II�'!'A�, I�YC'. ,��=:�:��� �� ..: � � � • f��;,y��`, GR�?�� � �� _ �� ����N�.�2 �N � � C�RTlF1�d � Rob�art L. �regvrek 1I,CE� 1257 ��G1N���lNG Certified Engineering Geolagist �, Ex �� � �� ������ �,��� ca JAMlRLG � Attachm�nts; Appendix�--References �Rcar o�'�ext) Appendix H -Review Camments Sheet{Rcai•o,�'Tcx1) Figu�e 1 --Ugdated Regiona� Gealvgic Map �Rc�ur o,f'?"c�x[) Plete 1 —Revase�r�te�hnz�a111�ap �Pack�t.�r�closurr� Pist�2-4--Revised FauIt Trench Logs�Facket�`rrrinsur�� Distribution: (�� Addressee �1 P��vje�t 1Vo. G�4-I��6-IS Pt�g�� l 1)ec�c�trihe�-15, ��I.S � �P.P'E.ND�'� R��'�R��C.L��' � �� � �p,�.��►r�rx� �e er rece � httvJlscedc.caltec��edulsis�'ufi��n#Jindex,html, ZnIS, 5igni�icant Earthyuai�e and Fault, Historica� Earthqu�kes and Faul�s in Snuthern�a]ifoznia,dated June 3. LGC Geo-Environmental, Inc., 201�, "Preliminary GeatechnicallG�ologi� T.n�e.�igation for Propo�ed Relianc,e Church Development, Lv�ated at �9��5 5antia�o Road, City of Temecula, Riverside County, Californie" �Praject No. G�5-1����1�}, dated August 1 T. LGC In�and, ina, ��U7, `'Prelinninary Geatechnica] Investigation, ar�d Percolation Testing, Propased l�lew 5anctuary Br�ilding and �ther an-S�te Impro��anents, 29825 5an�iago Ro�d, Ciiy of TemecuIa, Rive�ide County, California''�Praje�ct Na. I4�176?-1��,dated August 3. Petra Geotechnical, 2002, ``Gent�chnica] Report of Rough Gradin�.North Plaza, Pariivns o�'PM2349G, �ity af Temecula,Riverside County, Califarnis,,Ia�No. 54f-98, da�ed NQ�ember 8, Petra �eo#echnical, 1999, `,Geotechnica� Investi�atian Pmpvsed �amrner�ial Development, Tra�t�$309, C�ky af Ternecul�,Riv�rside Caunty, �a]ifornia,"'Job No 5�6-98,dated.lanuary��. htt :Ilwww.wat�r.�a. �vlwat�rdata�ib 1 2415, VWater Dat� Library 'We]I ZD# 335089i�11I71�59W44] and �� T■ell ID#335���N1 I7�4b5W��] dat�Nar�emb�r�7a � fr- � i �J � f �`��t��u���. ���aru Jv►ne 23,2015 STAT�1.1'IEAIT aF�P�RATI�NS Jahn Hin�Subaru vf Tetnecul� The operation of a new ania dealership service��nter knowx�as�ohn�ine Subaru ot Teme�ula Iocat�d in tl�e new Auto P�aza on Pa�rcel E lo��i�d at 42��4]]LR Drive. The�rapnsed]�ours af a�ratian wf1l h��s follov�s. Parts��crvic��-�7am-6pr�Sat Sa����-4pm Tlaere will he aFpraxi�aa#e7y six empxoy�es Ia�a�d a#t�i�s facility.They are cun�ntly w�rking on the upp�r lat that shares Maz�da and Suban�.The intent af th�s pr4po�ed . f�cilrty is�Q separate�a�da and Sub�ru�e�rv�ice depar�ta�nts. The required par�ag sb�U be si�sp���s ft�r��pl�yee pa�rki�tg.Service customecs wy11 b� �1 gxeeted an the uppear Subaxv service�ent�r gr�e#ing pain#.We dQ not anticipate additi anat �J trips as we are on�y rel��ating�n existing operati�n to iha adjac,�r�t prap�r�Y This faciliiy will�onsist of a parking stru�tur�, two level�and a se�ce d�p�rmaenf an the l�werr�lonr.The trvo I�vels ahov�the serrrace wi11 be far�eh�cl�inventary as well as ssrviee cuskomer�tarage. Equipment used for this new service department will be typica�ia nature ta aIl oth�r de�ershaps. �ervice dep�rrtm�nt w�]I hav�Iifts,air compressars�air toals,and associat�d ath�r equipm�nt required ta ape��te a servica depat�t�men� .�nown h�ardous materia�s for the operation of this busivaess wav�d be tsaIv�ts,grease, oils aad cleaning liquids�.Aaa oif tank wil] a1s�be installed appr�ximat�ly 5��g��lons for thc opei�ation.This#'a�ility r�il��td�have�pa�n�t or collisit�n ce�fer. V�e da not estimate a�a►y ixa�rea�e in daily�4�ips as we a��e an existing operatian adding this fa�ilit�►tn de�ong�st nur cun•ent ap�rations. �t'furthex in.fatma�ion is x��uired pxes,���oniact ibe at�he number�isfied below Siacerely, ,�im Cappadocia �mai�iim�app .�ox.net �'hont�I9$43-8597 � � �4PP�.1l�,I33tX'13 � R�'Vl��'C�.I�1?'.�IE�V�',S S�E�?' �� Y�. w• ��•. r�M�+ �.� � . w►�!V V 1 V V Y �M�• M r• r! r v�V •7.+y / •V� � E t � � � 7 � .._ ., ..... �. . .�r...r,.. � � � �. � � � � f � . . . . , �. . ��• �, _ _ � �ia � , 'T' � � � � - �V � � � � � � ' � � � � �r lf�'� . l,'�] . S�e►+e�+Weiss ` '��°r'��'��' �a�es 4 �i�cludiag t�is�avcr} ��tobex�6,201� Cit�►of Tame�a FA�:��51}���-G47'� Attanttan:���pex �; ��r Ca�nua�G�U��4�� , Jt�n�e 5ubxx�b�velo� �3 �p�►o : City a�T�m�cula--P,A,1� iD . . a.�,4�2� subm��ted for ihe�roje��'a�Map�e�oa-$ County Gealo�Ec �epQ���a N rad by LGC � . cel 1a, �i�Y�f Yeme�la�ase Na.PA15�1�v v� c F�u�dY of the Alq�i��~�`��la � La�Par �e �pa�[s titled, � 9 n�' �oc�at�at�2�i4 ' �nvirQnmentai, Inc. ��G�)•the F��Pased �ammercial DeVelapme ober B�20��: Earthquake F�ul�Zane��r ta, d��ed Qct . "n tl�e City o�Tern�cula, R�Y�T83de CDunty,��!��g��arlt�cat�on andlar ; �LR p�ye t , cf i���ublic heai�n�, �� Pn�r to$cheduling trils pc�l� �s��or�e�i�w��d , � � fvrrnatian sh�il be aubr�ftted ta the Gaunty G��9 � addit�anal in � �val: ca e af Se��ces, tna cvnsultant sta�t�a,t 3�u� : crae and � p n a roxim��Y �75 to Z7�fe�t � �. In Se�on'�.� Pu�P. ��an thg betw� PF t st�tes t�at t�n�hes wefe�xca�ated 9 , the t�nsu�a O��eef in � roximat�ly��fl feet. ln Se�vn �,6 F�u1�ng roximai�ly t�1in9�P th FT 2 v►ta �P� Hawever; �T-1 v�rag aPpraXimate�y 270�ee��n�a fest in 4�n�th��10�eel tvta►�}• show t�ie �ength,atld �T�3 wa�s �pP�°x�r� Y s plates�—4} . � 1 Ma ���ate �}and th��au1t Trenc.� � �.��at �3D�nd 1 d8,' the �eotech��ca P h�vi�� �1"-2 et��5�nd�T�� ��gths �f FT�'� et 2l�and �'��' �ctiv�ly. Pleas��niirm fhe��ngt �a r�tatal of?�a�eet�nd 7�0�et, r�sA throu�hvu�your�e�p�� and ensure�he �ault t►�nc�es at the si�e,sh4w o�R��ta� � their � lvtted t► t����s�re accurat�Y P thB�ansul�ent state� � 2. 1n 5�cttan �.'l P��� and Sc4pe vi Se�►►ic�es, ac�e f�u�ting� fn�Iuded"Prepara�l�n a�a�auit��b�dd�al tren�hin�was�� scvpe a��en+l�vur�erQd�Y�?���� P�ea�e c1ar��Y b�an pr�vious_studies by pr�v��us�y en = ed neGessary I�yvur oonclusivna were t� � t�on de�rt1 ' r#s the et+�v� oih�r c�nsulbant�. �e�ansu�nt r�po �e�tian 1.��-ocat�on and Syte D�scnP�n�,o��and ,�����N�SL. Hawe►re�, �'law 3, �n rvximatety�t� latg� Show$ ranA� ons�ta be apP � t�e ravid�d Ce�t�chnlcal �ap �' h. h ele�attvn o# revi�w r��a t°R°� �L Yw�thin t�e ex�ting d�tentinn bas in'���v��and . el+avat��n vi 1,U��M arflel� P • � � 0�0 NS�L in the northeas�corner of Ihe p at le� t , a ot�ite el�vatians. pcvYfde ar��c'�u�ata rany , sas E�fl�x�a•co�t. �� p��p�{ae T1 . •4�8�ter��t�ee���d''Floor P�}rn Oe�L Cal�inm�� B��'� '� . iinrers�d�� �al�rnla���1 t� (7������•Fax [�8�)863-75?S5. :. . . P 0,Eax 1408,RtVbreide� . . ..nz�►ar�.�2bD�.F�ic �9�i�9�55 1 . , uu vs ��� ry�d�wtr a.• � � +rnrfdVi vMN •w� � w..♦ a.r trrr �•a�v i • �•� � ' � in stetes ihat a �-S��ry �°���� 4. Sec�ion '1.3 Proposed �eve�apment anc� ���d��nnal unr.overad p�ved parksng parkin9 �truc�uure is pra�osed, afdrtg w�th 3 ��sllow�rovnd Rupture� as w�l�es in 5edi������pvrary area. in S�c�Nan �.�. ro osed develvpme�t �onc�us�ons,the consWltent�escribe of� p �hons�Ap�end�t Aj�$ Pr�po�d arkin9•" � in the Sta�ment Pe �$wariung p ��$ � art�nent w�h s1x emplaY d�ve�opment is deacribed as a s�nria�� B�m�4ptrt, uv��h two tev�ls�pa�kin9 , �anday� Frid�ay 7am—sPm� a an� lann�d occupency a�the�r�po�ed ; aborre. P�ea�e��r�ty#�a�ature P o� �blished devel�pment. ation5,the con8uftant n�fars ta a+�P Q 5. �n��a��an 1.4 Previ��s lnves��g �vhich in�ud�d�H, � afe� sic) D�Can {S�hae�er Dhcon Assoc�a�����Trenches , �n'I 987 by 5Ch t �t,the�ub�@Ct S�te tSp W$Te ' trenchinA an andlor in����n� , the s+ansu�l�t atate�that the p�rt�ng��G��c�a�map , Gt 811d I}. �ul"�hBi'f'n4I+E, ��r ��yg���l'ICl4id� an 8 � un�v�i��bte�t���rne of this�tep c.i� .�999. Th�consul�anl go�s fln��we;l� pubiished by P.�tfa��°�n�t�etud in�hree other ae�ons o��ls �P�ef�t�i�on the 5cheefef�ixQ�Assot�at�� REease d�r�y whBther or not f��c�a . � ort, �nd ff ao, : � Q��he �eo�gchs�ica�NIeP. � ara�ivn af thia rep ywas uti�fx�d in th�P p AssoGietQs �'I987� fep� dix A i �� P'�v�tide the re�nurces �,1.�•�trewer��s� add t�yQu�Re#�r�n� (APR�n } '���9)the►t D�con, 198�,or�eatechnical l�ap fro���S�hae�er��x�n = �r�m 5�aefe� , ous��+en�h��9 � • ��ot the • used ta ob�erv�and �nterpret th�p��p�re he�ard on�0 ��e; �� eurfaoe ' ", p�soci�te� f n you��na�Y�3s o#the fa ur an�h�ls n�vns�te , � � - s c�f the Q�rt�+n+�nt�ault f�nc�e�u���� ��g���he at�e�• . ' �--� 1ac�atran h[� ture p�te��a1 an•the cu+rrant slte p�n��nsul�nt�tete�th�#%�eoma��rtY T�p � �1 R�VI� � B. In Sect+�n 1:8 AeriQl Ph�ta9 a ob�ervad on�h� eit�...,,�lanQ t1�e w��� 4��ri eVld�nc�vf a�ve f�ul�t�9 We t�0 8authe��M Rleee�p�+Eds a d , bvundary and Zrendmg nsrthwg� as G�4-'1��-��� th� n�tur� of th�eViden��. ge�arifY the corne�t P�q�eck • 3 the �ansu�tant's prajec�nu�be��hc�rn �. �n PgA�s �, �, and � rou h 12 show�as �1�-���s�1D, �! ` hut Qa9� ��h 9 � laratary � number. oif d�scriPtiot�� are p��'er�ted W�thin���d P��� : �. 5�i011�r�5���9,5�1Rt� _ �o��g lvgs Ir� ►°�� r�d�x B;haw�v�r,an{y trench lvg�a�e p that t�e sca�e ia��s sht�v�m��h�'���a c�at�fy• staies . g. �l�ur$2 Re��an�l Ge�t49� Pep��p�vlde a scax�• �an,�e cQnsult�nt s�►�e i�shawn Qn the rr�ap. pauba�orma �,nd atil ; �, e'� i� the descrEptivn vT thB Dua�rn�n the�eQ��C�nica�rnap 1�.�n � g � $ ,but th�n uses p� ; . usee the�ac�'vnYn�t ���se�or oon�s�e��Y• � trench Ivg�. P[ee�e that 9�oundwa�er was . �roundw�t�r����ultant ste�es n 2.�4 th ort��fiee�belaw a su�a�e elB f�{n v ��t.ln S�e�° �eviau� bonn9 at a d�P r�xim�'�e1y �,O�S enc.�untere� �n�p �axim$�e1y '�s0�5, and�he • r��s ond� t�g�aundw�ter Q��vat+on v ��p r . '��OTS. ��8GO�site hag� �v�w elevaUon af app �����la�nl�lari�y your �5�". Th � rade is abauk'���3����SL. i� d a d� �i d e r e d a con$train t�r t h e p r a��d p r v p o� P ou n d w e t e r d n n o i c o n c�nclus[on�t�� , �1 . _- •. _ _.�.. . ..,.. __ . __- .�. , .... . ... .._•_ , ...._ . , � � cuss�on of re9i�na1 and histor[c�a� grvunawate� deveiapmen� attid�} P�ov�de a dtis ��to#he levelg at�he si��. �t FT_Z was lacated apprax�mately 60 ' n 2.6 Fa�u��9 �tes t� � ���ima��ly�2�feat narih� he � '�2.S e c�a � an��t F T-3 w a�l vi c e�d �� P� ,�}, ��e a�c o n�+r►r� s�u R h o��� � W�t h e G�o�e c h n�ti��P � This qlaes nvt egt'ee� �v�den�e lo�atia�a�the t�nches• at eac�af the fa�lt tt�n�h��sh�wed i active" alsa states th de�,ne the terr� PQ#� . �a de�iled �3.Sectlan 2,B F e��e�a u H i n g o nsite, �}P�s� 9 n d�] P i o v� o�pat�n'�a�ly c�ent�al Qns�� : a s�t p��l�g ta aur#ace rup tu r� h��h e fi r e nches. ��p��e d ' . d�usg�on+�tne evldence vbserv �co�firm th�t the ; �t 4.Tat�le � an Page� te�e ��Q•��e�aU7 CBC Se�tm '���L 3�,�e�t�+ouA to b�in a���rnent w��e�44 3 �,�n���h the I�test co�e. . Ya�ue���g� rov�d�d �re�n accvrd Qt�nti��RY a�hve sei�rt�c d�sig� R��meters p u at� . sivns, the consulient�tates kMa�� aa�pn�t 1� 15.I n Sechon 3,�Gvnc�u cevi�us are kn����an tfie site wr�hl����a�i�s�on��t����n��'���a�t - f�u�s Yhe�v��uhent shau p ar otar� Y setba�c ereas." �� �8ed to d��nnins th�R r�sence v�v���f 8�feat�res, spscif c�[nes v#evtd�� �ult t�en�e�� 2}Ptoyid�the 1Qc�� ultin within th ck aron�� a►��}��'he�on$ultan�shQuld� �ck�ve fe 9 datsd�etba �h�ei� � ut�l�xed In thQ locat�an vf th� uphat bulld�n�restr�ctian$ ere e�sacia�e�d p�ovtde�clea��t�►temer�t on w �u�� �p��ted sst�ack�.v�• th�t"�'oter��lally acNve � Con�ua�atns alsa�� t m�p ��lat� '��` H�wever� oniY 3'he ��.Se�ttdn�.� in th� �e`�tecfirii�a ; ,".� ....a nd ar�lor�� ��,s�,'t encoun t eY� i n t h e c u+�d. : �� sutveY totted on t� ma��Y or Hstad m the L� . II11«dorn�►r 1��It�s p . a a�ec fault�a+r�d�lneated an the m�P . � E t���1�s�. N �nt, g fau�n� PI�cla�r�Y�+� �batem su��t c.ancludes thst a�i'v �aulting� th�con ��r�,�a►ults and �7,ln �er�ian 4."� Acth►e. nt s�u�y,bu��Bn atates�t���5 �i�9�eding. _ r�at er�Qaunt�red �n th��urre d�to P� �fer Dix�n m�p �en�4unt�r$� Gau1d not lae datsda�an a�the 5� , t sheats that w$ �cha�f�r��on, '���'�� � The co n�u�nt further repvr�s th�t th�red n Y�ench ti � �vi�wg�d. ;�t � �fau�{�ng was encvun ls that no actn► o s v+►�re na#availa�t�� ��d th��e�chaerter D�ca+n �,l#haugh the ac�+��l trenc�������the data contaaned 1 the Gon�u�� vrres utll�zed�t�►�eo�e b�sis fQr� ���a�s that 1 g�B repa�t� nc�e�►�r+e 987 maP �Rlate 5 i n th� Petra�� encau nt�r�d wzthtin th�cur����amm�nd�d �� � � afe��ia�1y attNe; 1} tM�Ir canc[us��n�th��B d�s�ated aB P �t�li�d in th$ir�Ssess��nf nvt acllve�and t��t��nt�hvuld j�ctude��f resourQes . �l the con 'Qn�,ar�d recu�nrn�nd��tans��n anatYsis prev��v y� o��te, con��a+ rovide thetir of�ukt ruP�re h��, and��'��vnsu4tant�hvu�d R b rt�e , t faulk trenche$and d��uss t��•�!�°� p��pvs�d denie P atures encvun�er�d rnr�thin th����, l�i11 onaii�is vf th� ��ce used t4 determir�e ��e� �as��on���h�t�EI�r�s of e��d 2�4, �ault 7rench�-ogs� P A#d fhrau9h��t. , 1 B,Fa�Q�atas $�d�so, �vi�e togs tQ�how , c��d a�d docur�ented,. � tationsta��titudes far nba+�rv�d f��Q��ry cQmp a �q t���pCov�de dr�en atenLiaily ac�N '19.Far pl�tes 2 , P e��p�ot the 1f�n��°��� upd�`ted p . ��.Fvr Pla�es��-4� P� . the lopa. . �� Y� • .�• •r• v��r r. r • M�����• �r� �.• y�• �• �r•� • �■Y V • • y• � • r�or f�rmai rer►�aw af prov+ded rev�ew af th�s repa rin �e.�l�n : !t shou�d b�noted th�t no �9in��ring of r�d�ng sndla�` , ere a �r�af this review. Forrna� re�� o�en9i� � buud�ng cade irrformat�vn P �aunty� a�s aPPT°F�'e�� Bt the tlme 9 ar�d vode da�tm w�ll bB m�'da t e Cnunty- building pemi�t sU�m;�l t . fh�cese far�h$ �i�Y�f T�me�uf�. �ease call Thank yQu �or t�e �PP��un�hr�o revfew , me at�95'�} 955-�'�S� �you ha�e any questions. ; Sincerely, VERS�D�C�UNTY P�►NNING QEPARTME�T : R1 ❑irector �teven V�e�ss, P�nnl�g , : . Da�ie��',1Naishs C�� Nn.�p�anning , Asg�ciate Geviagist,�'�,� ' �_� � $�B 7a�-oe3o : iicarit: F��t�r 5, Noll A�chKect, �ax� { Fax: �'�9}�97-�i268 , c�: �P a�r; 95"I}�'�9-2�9� ��r: .�HCH Rivergide�nd Cv. �; �nv., F t � Cans��#ant: LG� Ge��nv��on mertta, ,���a�ylTemecuf�Revl�l�3����462_CQrnmarrt�.� , �. � r ' � '� ��, ti �1 �� �. s- �� , _f=_", ' L LEGEND .a =` ~ �� � m �-~_ �� ` �., ' � �� � �, `� f . =-a°'6� _��� �� �Locatlons ar�Appraximatsy _ .. � ,' � �f� � �+�� ��•^r � � _�� 1 � � �. �x � � � Sc� '' ' � r=% � �n � - �(. �� ����.�� i F'� � � �� 4 r"7 � ��r €�Y_ Z� � - f :ft:''i " � ��� � � �� ' � ,, �_ _�� _ �����~ � . �._��:`. ' .-";��l,, ; earth units ` -,. � �. ::t-, �.�.;�. , � � � � . _ � � ���:.:.:::�._:,. -. ~: � � � ��- t:�.;'':. � ` _ •ti.. f;"•: r•• � C,n _ '� O^ I. ' �' r•k:::�, �" �;::J r��- • s:.;����:� � �, � � _- � _ . �Y � r:. '=' :y�. �'�� Afc Art[ff�ial Fil1 Compacted�LGC 1� 1 ~.: � �=�•'�`•�3�' � ►�' .� .� � - -�_ � �' -� �:� �: •. y,/��� ..�J�.� ' •�;,°;�: . 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'� .-ti '� r .:r- .e�:i �'T'r i. �.�s ,. .r'r. •F• '�i' .�'`+ ..1�r�.. 1-:L I•Yf Tk'RL ..F•':"°=' �',i� ;�'1 �'�.:=� �p�'-:�!^' ,r. .•�.�'.'..' '4.:.`• - _ JyCR7G 6EL1aC77�y Gki320�iE •�~•• •.'ti.'4'i•n Lt�'LV:EY.r�.Nr .+.��• '�1~`l,.' , ....V:'�,r. "�. i51'P.1 Msll►.uiM CLArEY DNFG I - '"'�" 17- _OI IE •�LY.E CF�FRY�:7L�i� C�1IE� .. r� 70 RF�'H F7-1.�r4 Yp 7E 6 T6 78 i0 25 30 iS �0 �S 60 6S pp 63 7O 7S eo 86 90 9S fU0 70S 170 776 1Y0 147 1SD 135 7i0 t�i LEGEND ART1F[CIAL FILL,GOMPACTED(Afcy: {Locatfans ara Approx[matn] A Sil#y SAIV�[SM);light to dark brown,dry,dense,fine to�oarse grained,�locky,o��asional fine gra�e[,sligh�y micaceous,roots and rafltfets. _ � F3 Silty SAND[SM�;ora�ge-brawnlbrawnish tan,dry tQ damp,dense,fne ta coarse grained,some fine �arth Llrtits Symbois fo caarse gra�el,slightly micaceous,trace af consfru�tiar�deBris,#race of cEay,slight]y blo�ky. AfC - Arti#icial Fill,Cvmpacted�LGG ' -FaLllt QUAT�RNARY PAUBR FORMA'�ION[L�ps1: !nland,tn�.,2Q�6&Petra Geatechnical,InC.2QU2 B Paorty-Sarted SANf3STC]NE�SP};fight gray,dry,dense,firte to very coarse g�ained,occasional�ne } ' -FracturelJvint grave�,same cross bedding]ocafly,wavy famis�ations af oxidation. Qps - Quaternary Pauha Farma#ivn C 5ifty SANC}S�ON�1Sandy SIL7S7�N�(SMlML);light g�ay,medium denselstifF,dry to damp,fine to ----- -G�a[ag�c C�ntact rnedium occasional�oarse grains,oxidation staining a[ang upper�ontacf and in unit,sorne�lay. C} Sh�ar zane,oonglomeratian af highly fra�fur�d and dispfaced Sandy Clay,SiEty 5and,and 5andy Silt,slighlly distinguishahle,abundant axidation along fra�tures,appears ta�e dflwnwarcE dragged. �����.t� -Typi�a[Blacky Structure E �oc�rly-$vtted SANDS70NE(5P},grayl]ighf ol'sve,dry tv damp,medium de�tse,�ine to�ery coarse grained,occasional fine gravel,trace of clay,friahle. -Ty�aicai Ro�trone F 5ilty SAIVpST�I�E(SM};light to n'ted9um brownlolive-brown,dry,�ery dense,fine to�ery coarse �— grained,massive,we�]indurated. G Clayey 51L'i57ON�[ML7;medium to dar[c�live-brown,damp#o moist,stiff to very stiff,desi�cation , ,,;�• -Typical 5ift�et�5 cracks,oxidized. ���"��� -Cross 6edding �' -Drag Zone • Rohert L Gre oreK li Lar 1].Caol� N m : SUBARU-I]�.R ORiV� � Engincering Geologist �roject Engfneer pr " No G747266-75 L�C G�Q-EI�IYIROHM�NTAL,INC. 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RUATERHARY PAUBA FdRMATI�N[Rpa):_ B PoorfySoried SANOSTONE(SPy;gray,dry,medium danse io dense,fina fv caarse grained,fria6le,tra�e of oxidation ler�ses, Earth Llnits Sy�bQ�s cross 6edding. p� � -Clay Nodule C Siity SA�fb57bNEl5andy S1L7370NE{5MlML);olive-hrown,dry to damp,dsnselstiN,fine!a medEum grainad,slighily friabfe, Af� - Artificia!FiEl,Campacted{LGC -�ault traee n[oxidation, Inland,�11C.,ZQQ6�Petra �, D PoarlySvrled SANI]STOME{SP};alive-hrown,dry to damp,medium dense,Friahle,fine ta very cosrse grained,some Tine So Gevtechnical,�I1C.2QQ�y ' -FracturelJoint ` coarsa grav@1,crvss tsedding camman. ` -Drag Zon� E PoerlySarted SAN�5TONE[SP];tan-browr�lolive-brawn,damp to moist,dense,fine ie coarse grafned,friable,traca vf sllt, "� , slightly cross Cedded,trace of clay. Qps - Quaternary Pauba�v�mation �__�� .Gealvgic Cantact F Wslf-Svried 5AN05TONE(5V17;olive-graylgrayati�e,dry to damp,medtum dense tv dense,5ne!o medium grained,laminated ���� -Cross Bedding ta thiNy hadded,svme laminalion of clayey silt{wa�y). G Shear Zane-Silty SAhlOST�NE[SMy;alive•hrownitan-brovrnlfight aro�vn,dry tv mflist,very dense,fine!o very ooarse graEned, �����,�� -Typi�al BInGKy 5tr�cture some clay,highfy weathered,slightly fractured,desiceation cracks in ciay lenses. H 5ilty SAN�STdNE(SM};light drown,dry,very dense,Ane to cvarsa grainad,oscasionat fne gravel,well indurated. 1 Sa�dy CLAYSTQHE[CLy;dark hmwn,damp tv mvist,�ery stiff,vary fine tv medium grained,ahundant desiccation cracks, -Typical Ravtr�n� interescsded shearing. J 5itty 5AN�5T�NE tSMy;light brownlafive-brown,dry,very dense,fine ta r,oarse grained,well induraied, K Clayey SI�TSTONE(Mi.};dark olive•�rawn,damp to moist,very stiif,very�ne to medium greined,abundant�afiche,wavy � �� oxidation laminatiens,earbart,desiccation cracks coinman. , „�• -Typica[Silt Lens � �_� Robert L Gre orek 1[ Lar D.Coole m : SUBARU-Dl.R ORIV� L�� �nglneering Geo[vgist Rro]ect Engineer Pr ' c N , G7412Gfi-'I5 FAULT TREN�H L[]G FT-2 ' • .�n H �HIN� UBARU GEO-EHYIROHMENTRL�INC. SC��E�! 'I zTs7o caMn��Rc�c�Nr�R areivF,su�rE�zs JDHN HINE SUBARU,QPN 8�'1-73a-Q4S pate: �CT�BER 2�45 REV15E0 FEBRLlARY 2d'1B TEAIEECEILA�CA 9259D R r tt o�c�:�95��297-Z450 CITY DF TEMECULA,RIY�RSIDe C�UNTY,CAI,IFURNIA F�x: 957 �is-zssa Plate No. � 3 aravoxnHT�rxx�osea es�wb FT-7. 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' $-:' •' .Y. .•�p.�'1�.�..r� -.'�: ��r '.�:^��` w a� �F�:;?F� t'�7�': ..�rF p.' ��.+<�'r• s '•� • .:...5.•':•- � ,r: {; ra:'":� �;.x w.: �� �:` �ifx�•:�l'.'- r i c��. ^ '�' . t��".�; �� �•" .�7�^• ti:«.tir . T 'n:'ia'i: ^i;:�i�*'s•`��:�,"::t- f' r.✓ti:'+rc ''�Y�:v,:..?-v�i •�;,n.;�• .t:'4;k,'?•:.'�'c' "r t''.;i'`:T".�:f�+�r e51�-'irC�,.�',.`'. :r'^r �'. v,�:^'w-....�."r�:s�' "s�, •r;^" '.:� '.. .�'-C:°4I . ..s-%;,_y ,�`_'�•�t �,»:..tir:.at�M1a:;y�'+%. J =i i.�ti o:•�:S t,,�•.��. .. 2{rrr��,., {;,j;�c,�'a�.«_ �• �,� „ i• � 1b +�. �y�.:. �.� .�:.. �'r'•':!:j n!.-. ���'~ / ,,,,w-� ._�:�0.'7S�.;e c`$!.t� ''�••.+'M1.,�.�;r�6.•:..�^ a... c�`�A•. . � •:.r_.' .. , t"u'- ""�:.:�::.�• icy'��''..: ..�':,.:`s�:'.`i ....:: .`,�._• / er�. . �E - ..H ���� C.�.7'-� Cf.YW3 �. ����i! ' ' MYi£FIP . - �f �JVFSiRL=FPJ�Il1 Y'.a'p5PS0.Ebl[PIt RD 156 �W 7�8 7E0 SES t60 t66 1lO 17! f!0 1!6 190 7i6 340 305 2f0 776 2Z0 �2S 77D I]3 2W 7�5 yW 2L3 2!O 266 ro iT6 LEGEND AR1'iFfC1ALFfLl.COMPACTEl7 Afc: [Lo�atfonx are Appraximatey D 5ilty SANp(5M];olive-6rowNfight hrvwn,dry,de�se,fine to coarse grained,layers visi�le,6lacky,roots and roatFets. J Silty SANi][SNEy;orange-bmwnlbrownish tan,dry to damp,dense,fina ia ovarse grained,some 5na tv c.�arsa gra�el,slightly micaceous,iraee of cronstruction debris,lrace vf c[ay,s[ightly bfocky. c�y��Q�$ K SiEty SAN�[SM};dark gray161uish gray,mvistio wet,dense,fne io�aarse grained,slEghtly blo�ky at Qpf�onta�t,mottled, E�rth UrtitS some c�ay,wvcd up ta 8"in langth,irace af asphalt dehris.�ifts nisibla. A#c - Artificia[Fi[I,Gampacted��.GC ' -��U�� �---``"���.� -Cr�ss Bedding QllATERNARY PAUBA FORMATION{4ps}; Ir�land,�l'EC.,2Qa6&Petra A Poorly Soried SANDST�NE[SPj;brownish tallolive-hrown,dry tc damp,dense,fine ifl very�carse grained,friahte, Geotechnical,�llC.2QQ2� ' -�C�C�UfBj.jp111t interhedded�ayern[elayey sflt apprnximately 2"ihiek,slight crvss hadding. B Clayey 51LTSTp�fE{ih+lL];brawrsish olilvelgray-brown,damp to maisf,medium stk�f,fine tv medium grained,abundant oxidaiivn Q}?S - t�uaternary Pauba Fvrmation __._W_ _�Q���gic Canta�t siaining es�a�ially alo�g upper and lower cvnta�is, C We1lSvrted 5AN[]STONE{S1Nf;gray,dry,medium dense to dense,friabie,flna!o medEum gralned,accasivnal�ery warse grained lenses,slight crass-6edding,axidation staining at lower eonta�t,lrace vf carbvn,rootlets. � 5ilty SANDSTQNE[SMy;light brvwnllan,dry ta damp,hard tv very harci,line ta enarse grained,Fraciured,some fina gravel,no ����`���J -Typica!BlvcKy Structure visitile iinear siruciure,trace vi axidatian lenses,trate oF c1ay. F AooclySoried SAHDSTOIVE[SPJ;ofEve-brownllight brown,dry,dense,Tria�le,�ins tv very eoarse gra€nad,some slf and Gay lenses,�nit is comprised of highly Iractured and vertieally displaced,indistingufshahla canglomsrativn af units A,B,a�d C. -Typieal Rvotzan� G Silty CLAYSTaNE(MLJ;dark gray,damp tv moist,siiif io�ery stiff,very Fne qrained,desic�aiien cracking,slightly maltied, soma oxidativn. H Silly SA�l�S70hEE15andy SILTST4NE[SMIMLy;light gray,dry,medium denselstiff,fine tv very fne gralned,eccasicna!coarse Q � �� grains,slightly[riaGle,heavtly oxad'¢ed along upper and lower contacts. , ���' -TyJ�icat Si1#Lens I Sandy SILTSTOI�E(MLy;o[ive-bmvmltan,dry,stiTf,fine graEned,fraclured,svme cress-beddi�g,heavily oxidized along lower contact -� � � Ral�Qrt L Gre vrek !1 I.ar �.Caole N m : SURARLI-dL�t DRIVE � L�� �ngineering Geolpglst Pro]ect Englneer Pr � N G'14'I2Gfi-7 5 FAULT TRENCH L�G FT-'1 C� n : ��HN HIN�51JBARl! G�O-�NVI[{flHMENTpl,lNC. SG7R�: '�"'= " 2757Q CQMMERCE CENTER aRIYE�SUITE 928 JnHN HIN�5U6ARU,APN 929-T3fl-�4S Date: OCTOBER 2075 REV15E0 FEBRUARY�g'[B 'fEMECULA�CA 92590 orrr�a:{as��z�r-zaso GITY OF T�MECULA,RIVERStD�COUNTY,CALNFORN�A Fax: 4959 749•2998 Plate No. • 2 ,�. . ' ' • � � �� .r� •a� � . �-�.0 . '. � �i`i� �t +.ti . 1. r, ���� ► ' k � � ' �+ �• ' �1 ��� ����ti+. . .�� � , . ��, �_ '�( ,� : ; , ��, � - •� " � ' � � �� �,`� � ; ?�. ''�- `� . -; � �� �t'���.� ���� L E�E hl D � � , ■ � � . , rll� � •� �� ��' Y��` �,k • ; `' . •..�'-� ;•�� . , �,,� ��.� .��,� �Lvcativns are Approxima�e} � ,' . .-�, � � �� ` `... � ,� � . ,' t � r�� t ` ��} .:1 ` ',�• { l�� , . .��� � �� �Y r�.. :i. , � �; � � : . 1. . .. r• �'� f `'-, �� �� �� -.` ,11�`► � .f� '' � .�p 3 � �f,r �`~ � �� �)` �,� �� ?,z,� .. 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'��� , ��, ���.: � 5etback, ❑v�ted W here I nferred � '''� , 1 '�` `�.� .• '�.�.,.� . ! �� ` �� •. ,, � . � .- . ti � � �; � :�, . �ti 45chaefer Dixon, 'l981} .` �•��;�,r l'��'� � R � ��� � ���'', .. ,, • �ti�� � �,,�� � � �1 '���j;�' � ��1 `4'`� � ; %!i.�';'"r� :�'. �t �� ,`� ,;��. � � ��� •�r � + .; �;� 4 � � �...,Y s. � 1�'' ���_, �� t � �� ! �. ■� '�.`,- � Y '� . . m `:� 1 . , - �, ,�� 1� ,�'i� ti, �4.._ rx :�4 , �}1 ':� . � ! � ' � Ysl ��i / �y '� - l "� � 4 �, � � ► � „ _ -City vf Temecula Fault Zvne `. �.� ��°. ,ti .►�, !r� � �� 1 .��. �` ` •L � � , � '/ f .��«.. i Ti'•��=�� � � ` � No 11�. 1 '��l � � �; , � , �' ��- �� x f � � _ �� 1 + � �'1 1 + � � •�.� r r � r g� 1 � �, '.t � '�►+ � � f •~��'' ,� ` .� { } � �� � �� • � 1`� '�• ' � , . . � �;ti ,' � �� � � �.�,{��s�� � .y - . ,� L � . � Lw #. . +� '�� j � �. �����,• �� � r f �s+ � -�� � � � ., � : � + '� � ��'` ��� `�t �1•• � �� ' � r ti , ,r�r^ ` � � • t e'pt ♦ . . �--- � � t �' " �- � ' ' ` r -Ci#y of Temecula Fau�t Llnes � � �, �� '� ��� L1� ►}, i � �r�1 � . � •� � t�� `•��� r rr . P� � ` •� J' ��E � . � . . .: . . ¢ �a .�a• � �� f + f� t r r� � . . .., Q`�� F , `� ��'" ��� � • • t :�! A � � ��fi� L 1�� ���n+'��rJ � � t �, � ' � �' ( 1' LARD�AU�T � � � : ► �► � , � � ..� .� � ` '. . 1'' 1� � , � 1 '� � � � ' � . �i� ti 1 v�, Q� � �A �r. � .IV� . �`�� �� � � � 4 �v� � , `` D � 4,� " � 1 Q�l �. � j. ! � r +-� � . 1 � �! : ..._ . � � �� � � ��, .� � � {a� �, � � . , !� �;1! w � r F . _ . � , r �� � t��, Mr � T� �'��� � - �. t � � �+ ` C i 1 � A'.!�� r. i �� . , ; ; �Y r � ; �'ro'ect Name SUBARLI MAINT�NANCE BllILaING '� CD V N TY AP Z�N E MAP �_ L Pro'ect Na. G141265-�� GEQ-EHV1fipF[NIEN3Al.,irra. aL R D R�V E �n .1 Geof. RLG 2757b COIVINlERCE CENTER OREVE,SU�TE 12B �EM�cu�.�a,CA9259D CITY aF TEl1�lECULA RIVERS��E CQUNTY CALIFDRN�A Sca�e N.T.S o���:�ss�a 2ar-xa5a s s PLATE 5 Fax: (95i]719-2958 Dafe DCT�BER 20�5 �llTater Quali�ty Management Plan[V�IQMP] John Hine Suharu Seivice and Parts Cen�er �' A endix4: Hi�torical5ite �onditions pp Phase!Enviranmental ST�e Assessment or nther lnformcrtion on Past Sife Llse � �l � �� ��� _ ���. ►�i� a� a�re _�.:�Q �- _��=��� �=��:�: � :��� >� �� ���.ti�, ..�:= _ - Geateci�niral��nd�nviranment�l Sri�r�res C�nsulc�+nts � REP�RT TEXT �NLY PHASE I ENVIRaNMENTAL SITE ASSESSMENT 42U74 DLR DRNE TEME�ULA, CALIFaRNIA APN: 921�73U--Q46 PREPARED F�R: JHCH Redlands Land Co LLC ].545 Camino De� Rio South San Diego, California 92].48 �� PREPARED SY: Ninyo & Moare Geotechn�ca� and Environmentai Sciences Consu��ants 5710 Ruff"1n Road San Diego, Califarnxa 9Z 1.23 August 28, 2�14 Proj ect No. I 077744�� l �,� 5710 Ru�n f2oad • San Diego,CaliPomFa 9Z��3 • Phone(SS8)57b-i��� ■ Fax�858�575-95�� Sar��iega � Irvin� • �os Angeles • �anrho C�tcamonga • �awar�d • San Frar�a5�a � San.la�e � Sa�ramento Las Vegas • Pf�oer�ix - TucSon • PreS[ott Valley � C]enver • Ha�star� ,. _:���:5� aar� - .\��-��\ t }. , ti,� _ _ f4 .�+�� _ _ - .�� � .�-_e _ �:�T•� •� •1 '�� .11�� � �.iHlT�iw1� 'ti�+�r�� ''+� +•�R•.:+���•��r�' Ge�aotechnic�f rlC?CI�flVifflfliTl['1�[dI SC��'17C@5 Ci}f15Ullc�fit.$ �� August�8, Z�14 Proj ect No. 1077740�1 Mr. John Hine �H�H Redlands Land�o LLC 1.545 Camina De1 Rio 5outh San Diego, California 921 DS Subjec�: Phase T En�ironmenfal Si�e Assessment 42074 DLR Dri�e Temecula, California APN: 92�-73 0-445 Dear Mr. Hine: Zn accordance with our proposal, dated July 25, Z��4, and your written authorization to pr�ceed, dated July 28, ZD�4, Ninyo & Moore has conducted a Phase I En�ironmenta� Si�e Assessment of �-� the above-referenced property. The a�tached repor� documen�s our findings and pro�ides opin-- �Y� ions, con�lusions, and recommenda�ions regarding�he en�ironmen�al s�atus of the s�te. VSTe appreciate the opportunity to be of service t�you on this project. Respectfully submitted, NZNYU & M�DRE . � drian �Iivar�s Beth S.Abram -Beck, PG 45SD Senior Project Environmental Scientist Principal G ❑gist JJJIAa15ABlatf Distributi�n: (1}Addressee (via e-mail} � - � 57�4 Ruf�n Road ■ San�iega.Ca�iFom�a 921�3 • Phane(8S8y 575���DO • Fax�858�576-96�� Sar�Dieg� = Irvine • tos Ar3geies • �anrha�u�amar�ga � aawand • San Frana�ta R 5an lase • Sacramento l.as Vega� � Phver�ix � Tucsan � Presrr�tt Valley • Denver • Hau�ton 42D74 DLR Drive August 28, 24I.4 Temecu�a, Calif�rnia Project No. 1�77740�1 �� TABLE �F�UNT�NTS P�.e 1. �NTR�DTJCTI�N....................................................................................................................1. I.i. Purpase ............................................................................................... ...........1. ............... 1..2. Scope af 5e�vices..........................................................................................................2 1.3. 5xgnif cant Assumpti�ns...............................................................................................2 1.4. Limitations and Exceptions ..........................................................................................3 1.5. Special Terms an.d Conditions......................................................................................3 �..6. User Reliance................................................................................................................4 �..7. �n�al�ed Parties............................................................................................................4 2. SZTE DES CRIPTION...............................................................................................................4 2.1. Site Laca�ian.................................................................................................................4 2.2. Site Vicinity Genexa� Characteristics............................................................................4 2.3. Current Site �ccupan�s and Praperty Use....................................................................4 2.4. Site �mprovements........................................................................................................5 2.4.1. Structures ............................................................................................................5 2.4.2. Roads...............................................................................................................:...5 2.4.3. Heating and Cooling Systems.............................................................................5 � �.4.4. Sewage Dispasa�.................................................................................................5 2.4.5. Potable�LTater......................................................................................................5 2.5. Adjacent Properties.......................................................................................................5 3. USER PROV�DED 1NFORMATI�N......................................................................................6 3.�. Tit1e Recaxds.................................................................................................................6 3.2. Environmental Liens or Acti�ity and LTse Limitatians.................................................6 3.3. Specialized Know�edge ................................................................................................6 3.4. Commonly Known or Reasonab�y As�ertainable vaformatian....................................d 3.5. Valuation Reduction for En�iranmen�al Issues............................................................7 3.6. �wner, Property Manager, and Uccupant 7nformation................................................7 3.7. Reason for Perfornaing Phase Z ESA ............................................................................7 3.8. Other User�Pro�ided Information.................................................................................7 4. RECORDS REVIE�LI...............................................................................................................7 4.�.. Standard En�ironmental Record Svurce - En�ironmental Database Search................7 4.1.1. Geocoded (Mapped} Lxstings..............................................................................8 4.1.2. Nan--Geocoded(Unmapped} Listings.................................................................9 4.2. Additional Enviranmental Recard Sourc�s..................................................................9 4.2.1.. County of Riverside Department of En��ronmental Health..............................10 4.2.2. South Cvast Air Quality Management Dis�rict (SCA�MD} ............................I� 4.2.3. City of Temecula Fire Department...................................................................l.� 4.2.4. Regional Water Quality Contro�B oard ............................................................1� �, 4.2.5. �nline Regulatory Databases............................................................................14 � 4.3. Ph�sical Se�ting .........................................................................................................11 4.3.1. Topography.......................................................................................................11 4.3.2. Site Geology......................................................................................................1 l io777aaa�u.ao� i �1=1r�D�•���d�`� 42074 DLR Dri�e August 28, 2�14 Temecula, Califomia Proj ec�No. 1�7774D4�. � 4.3.3. Surface�VLTater....................................................................................................1.2 4.3.4. Groundwa�er......................................................................................................12 4.4. Site Histoxical Use Znformat�on..................................................................................12 4.4.I.. City Directories.................................................................................................12 4.4.2. Sanborn� Fire Insurance Maps .........................................................................14 4.4.3. Historical Aerial Photographs...........................................................................14 4.4.4. Building Deparhnent Recvrds........................................ ...................................14 4.4.5. Historical Topographic Maps............................................................................�4 4.5. Adj acent Pxopezty History..........................................................................................15 5. SZTE REC�NNArSSANCE...................................................................................................15 5.1. Methado�ogy and Limiting Conditions ......................................................................15 5.2. General Site Setting....................................................................................................15 5.3. Adj acent Praperty 4bservations.................................................................................16 5.4. Site Obser�ativns........................................................................................................16 G. PRELrMINARY VAP4R ENCRDACHMENT SCREEN....................................................1.6 7. 1NTERVrE�]LTS........................................................................................................................�.7 7.1. Prop erty Owner Repr�s entative..................................................................................17 7.2. Property Manager.......................................................................................................17 ,� 7.3. 4ccupants ...................................................................................................................�7 �� 7.4. Past�wners or�ther Knowledgeable Pat-�ies............................................................1 S 8. FZNI]INGS..............................................................................................................................1 S 8.1. Known or Suspect Recognized Environmenta� Canditions........................................�9 9. �PIlVIONS..............................................................................................................................19 9.I. Data Gaps....................................................................................................................�9 9.2. Additional Appropriate In�estigation.........................................................................19 1�. C�NCLLrSZONS ....................................................................................................................19 ��. REC�MMENDAT��NS........................................................................................................19 �2. REFERENCES .......................................................................................................................ZO 1.3. PR�FESSZQNAL STATEMENT..........................................................................................21 14. QUALZFXCATZ�NS nF ENVIRONMENTAL PRQFES SZ�NAL.......................................Z� Table� Tab�e 1. —ASTM 5tandard En�ironmental Databas�s .....................................................................$ Table 2—�nline Regulatory Databases.........................................................................................1� Table 3 --Summary of City Directory Listings..............................................................................13 Tab1e 4—Aerial Pho�ographs 5ummazy ........................................................................................�4 Tab�e 5 —�n-Site �bservations.....................................................................................................1� � 107774DOf R.dac �i ��r���x.��oar� 42�74 DLR Drive August Z$, 2�14 Temecula, California Project Na. �07774�D I � ;' Fi ures Figure I —Site Locat�on Figure 2—Si�e and Vicinity Appendices Appendix A--Photog�raphic Documentatian Appendix B—LTser and Client�Provided Information Appendix C--Environmental Lien Search and Da�abase Repoz-�s Appendix D—Regula�ory Documen�ation Appendix E—Hista�rica� Resea�rch Dacumentation Appendix F--Vapor Encraachment Screening Matrix Appendix G—�ualif catians of the En�ironmental Professionals � � 147774001 R.doc iii ���1�l�'L7���,�►1DC� 42�74 DLR Dri�e August 28, 2014 Temecula, California Proj ect No. 1 Q7774D4]. � ' 1. INTR�DUCTIUN �HCH Red�ands Land Co, LLC �here�n zefenred to as the client} authorized Ninyo & Moore to perform a Phase � En�ironmental Site Assessment (ESA} of the property at 42474 DLR Drive in the Czty of Temecu�a, California (hereinafter referred �o as the site�. The following sections dis- cuss the purpose, the invalved parties, the scope af services, and the �imita�ions and exceptions associated with the Phase �ESA. I.�. Purpose rn accordance wi�h the ASTM �nternational �ASTM} Standard Practic� for Env�ronmental Site Assessments an Cammercial Real Estate E1527-13, the o�je��ive af th� Phase I ESA as ta identif� recognized en�ironmental conditions (RECs). The term recogn�zed environ-- mental canditions means "the presence or like�y presence of any hazardous subs�ances or petroleum products in, on, or at a propert�: (1} due �o any release to the en�ixonment; � (Z� under conditions indicati�re of a release to the en�iranment; or (3} under conditions tha� p�s� a materlal threat of a future xelease ta the envrronment. De minzmis condit�ans a�re not recognized environmental conditions." Zdentification of RECs will fall into three categories: existing RECs (as def ned above}; His- torical R.ECs (HRECs�; ar Contro��ed RECs (CRECs}. HRECs and CRECs are defined below. HREC—An HREC is"a past release of any hazardous substances or petroleum products that has occu�red in connection wi�h the prope�ty and has been addressed ta the satisfaction of the appii- cable regu�atory authority or mee�ing unrestriicted use criteria established by a regulatvey authority,without subjec�ing�he pxopezty to any renuired controls (for example,proper�y use re- strictions, ac�i�vi�y and use Iimitatians �ALTLs], institut�anal con�r�Is,or engineering con�rols}." CREC --A CREC is a "xecognzzed environmental condition resul�ing from a past xelease af hazardous substances or petr�leum products�ha�has been addxessed to the satisfaction of the applicable regula�ory authori�y (for example, as evidenced by the issuance of a no fu�ther ac-- . �zon Xetter or equivalent, or meeting risk-based critexxa estab�xshed by regulatary authority}, � with hazardous substances or petroleum products allowed to �remain in place subject �o the io�naoai x.aa� 1 �,�11l�L1��,�L'll1�f� h�'. 42474 DLR Dri�e August 28, ZD 14 Temecula, Californ�a Pxoject No. �47774�01 �, J �mplementation of xequired controls �far example, property use res�rzctions, A�CILs, ins�itu� tianal cantrols, or engineering canrrols�." �..2. Scope af Sexvices Ninyo & Moore's scope of�ervices for�his Phase�ESA inc�uded the following: � Reviewed physical setting and a�ailable bacicgraund informa�Fon �e.g., topographic maps, geologic maps}. • Performed a site recvnnaissanGe ta document potential hazardous materials handling, stor- ag�, and disposal practices, areas of possibly contaminated surficial so�1 or surface water, possible sources of palychlorinated biphenyls (PCBs}, undexground and aboveground stor-- age tanlcs (USTs and ASTs, �espect[�e�y}, and possible sources of contamina�ion from ac�i�ities at�he site and adjacent properties. • Reviewed federal, state, tribal, and local regulatory agenc� databases for the site and fox p�roper�zes �ocated within a specified radius of�he site. The databases documented loca� tions of Icnown hazardous waste sites, �andf lls, Ieaking underground storage tanks, `� perm�tted facilities �hat utilize USTs, and permitted faci�ities that use, stare, or dispose `'J of hazardous rnaterials and wastes. • Reviewed�reasonably ascertainable local regula#ory agency�iles for the sxte. • R��iewed histaxical infarmation for the site, such as histo�ricai aeria� photagraphs, his� to�rical topographic maps, reverse s�ree�directaries, and Sanbarn�fire insurance maps. • Re�iewed user�pra�ided infarma�ion, as a�ailable. � Inter�riewed the dev�lope�of the s�te and surrounding area regarding the environmental status of the si�e. � Performed a p�el�minary vapor encroachment screening assessment on �he si�e and ad- }oining properties. • Prepa�red this Phase I ESA report, summarizing findings and providing opinions and conclusions regarding RECs at Yhe site. 1.3. Significant Assumptions S�gnifican�assump�ions were nat made during the preparation of this report. � 10777440I R.doc 2 ���������dC� 42D74 DLR Dri�e August 28, Z��.4 Temecu�a, Caiifornia Proj ect No. l.D77740�1 �� 1.4. Limitati�ns and Exceptions The en�ironmental ser�ices described in this repart have been conducted in general accor- dance vvith curren�regulato�-y gu�delines and the standard of care exercised by environmental consultants performing similar work in the pr�ject area. No warran�y, expressed or implied, i� made�egarding the professional apinions presented in this repoxt. This document is intended ta be used only in its entirety. N� portion of the document, by i�- se1f, is designed to comp�etely repr�sent any aspect of the project described herein. Ninyo & Moore sh�uld be contac�ed if the xeader requires any additiona� informat�on or has ques�ions regarding the content, interpretations presen�ed, or completeness of�his documenf. The findings, opinions, and canclusions are based an an analysis of the �bserved site conditions and �he referenced Iit�rature. It shouZd be un.de�s�oad that the conditions of a site cou�d change with time as a result�f natural pxocesses or the ac�i�ihes �f man at the subject site ar nearb�r s�tes. �., In addition,changes ta the applicable la�s,xegulations,cades,and standards of practice may occu.r � due�o go�ernmen�action or the bxoadening of Icnowledge. The findings of this report may, �here- fore, be in�alida#ed over time, in part or in who�e, by changes o��r wh�ch Nuaya &Mvo�re has no conlrol. Ninyo& Moore cannot war�rant or guaran#ee that n�t finding indicators of any particular hazardous material means tha�this par�iculax hazaxdous material ar an.y other hazaxdous materials dfl not exist on the si�e.Addirional research,in�luding invasive�esting, can reduce the uncertainty, but n�techniques now commonly employed can eliminate the unceztainty altogether 1.5. Special T�rms and Conditians This study dzd not include an e�aluation of geatechnical conditians or poten�ial geologic hazards. In addition, unless o�.ierwise indicated in this report, this Phase Z E5A does no� in- clude anal�sis of �he following, which is nat intended to be a�l--inclusi�e: asbestos� containing materials �ACM}, methane gas, rad�n, Zead-based paint �LBP), lead-containing surfaces, lead in drink�ng water, unde�rgxound pipe�ines, vvetlands, regulataay compliance, cultu.ral and historic resources, indus�ria� hygiene, heal�h and safety, eco�ogical �esources, ' � endangered species, mold, o�r h�gh voltage power�ines. � i o»�aoai x.aa� 3 ��►��Q•��on�� 42074 DLR Drive August 28, Z�14 Temecula, Calif�rnia Praj ect No. 1�7774D41. �' � 1.G. User Relianc� Th�s xepor�may be relied upan by, and �s intended exclusi�ely far, the client and its assigns. Any use ar�reuse of the findings, opin�ons, andlor conclusions af this report by par�ies other than the above-referenced cl�ent is undertalcen at said par�ies' sole risk. 1.7. Inval�ed Parties Mr. Jonathan Johnson, Seniar Staff Geologist, perfarmed �egulatory and his�orical research. Mr. Adrian Q1i�ares, Senior Projec� Envi�ronmental Scientist, conducted the site reconnais� sance an August 4, 241.4 and interviews on August 5 and 12, 2�14, and Mr. Beth Abramson- Bec1�, Principal Geologist,performed pr�jec�o�exsight and quality xe�iew. Z. SITE DESCR�PTIUN The following sections pro��de a general descriptian af the subje�� site and adjacent properties. �� Phatagraphs taken during the site reconnaissance are provided in Appendix A. Z.l.. Si�e Location The site is Iocated approximately 4D4 feet southwest of the northern intersection of DLR Drive and Ynez Road in the City of Temecula, Ca�ifornia (F�gure ��. �nt�rstate 15 is located app�roxima�ely 45� fee�west of the szte. The site is identified as Ri�erside Caunty Assessar's Parc�1 Numb�r (APN} 921--730-046. 2.2. Site Vicinity Gen�ral Character�st�cs The site is located in an area generally de�eloped with commercial proper�ies and vacant land. The site and su�rounding propei-ties are identif ed in Figure 2. 2.3. Current Site�ccupants and Praperty Use The sxte is vacant and unoccupied. . � �����4ofl�R.a� 4 �����x���Aa�� 42�74 DLR Drive August 2S, 2�I.4 Temecula, Ca�xfornia Project No. ��7774�D 1 � Z.4. Site Zmpra�ements The following secti.ons pravide a description of st�ucfures,xoads,and other sit�improvements. 2.4.1. S�ructur�s No structures are present. Z.4.2. Roads Roads are not present on the site. Site access is pxov�ded via DLR Drive. 2.4.3. Heat�ng and Coaling Systems Heating and cooling systems were na� obs��ved. E�ectricity and na�ural gas axe parovided to the site�icinity by Southern Ca�xforn�a Edison (5CE}. Z.4.4. S�wage Dispasal �� Sewage disposal connections we�re not abserved at the site. Sewage disposal is pro�vided � to the site vicinity by the Eastern Municipal Watex District. 2.4.5. Potabxe Water Patable water conn��tions were not obser�ed at the site. Potable water is provided to the site vicinity by the Rancho California Water District. 2.5. Adjacent Properties Adjacent properties vvere abs��ved by Ninyo & Mo�re personnel on August 4, Z�14. The propez�xes adj acent to the s�te are as follaws and as depicted on Figure 2: • North: DLR DriWe followed by Rancho Ford (�6895 Ynez Road} and an associated park- ing 1at. • Eas�: F�om northeast to southeast by John Hine Temecula Mazda and Subaru �42�54 DLR Drive} and DCH Honda of Temecu�a (Z�755 Ynez Dri�e}. • South: DLR Drive and DCH Honda of Tem�cula, followed by�acant�and. �� • 'West: DLR Drive follovved by�acant lan.d and Znterstate 15. Ip7T746�1 R,doc 5 ��r�►�Q.��Aar� 42074 DLR Drive August 2$, 2014 Temecula, Califarnia Proj ect No. 1�7774�4� � � . 3. USER PR�VxDED ZNF�RMATZUN The fo��owing seGtzons summarize information provided by the user to assist the environmental professiona� zn identifying the passibility af R.ECs in connection wi�h the si�e and to fulfi�l the user's responsibili�ies in acc�rdance with Section 6 of ASTM E1.527-13. Mr. �ohn Hine, Presi- dent of JHCH Redlands Land Co LLC, completed the user �uestionna�re on Augus� 5, 2414. A copy of the questionna�re is pxo�ided in Appendix B. 3.�. Title Records A pareliminary title report prepared by First American Title Company and dated ruly 22, 2Q 14 was pra�vided for re�iew. Accoxding �o the title report, the ti�1e is v�sted in Da�idson De�e�opment, LLC. Easements of ingress and egress, public u�ili�ies, and de�elopment agreements were found. En�ironmental liens ar AULs were not no�ed during the review. The t�tle repart is p�ro�zded in Appendix B. '�� . � 3.2. Environmental Liens or Acti��ty and Use Limitat�ons As the user af�his Phase Z ESA, Mr. Hine was uncertain wheth�r en�ironmental liens and acti�i�y and use �imitations �AULs} were filed or reco�rded fox the site. An enviranmental lzen and AUL search was conducted by Environmental Da�a Resources Inc. (EDR} and revievved by Ninyo & Moore. According to the EDR Environmental Lien and A�[.]�L Search Report, a grant deed recorded on March 2, 2UD5, deeded the pr�perty firom DCH Investments Inc. (DCH} to Da�xdson I3evelopment, LLC. No environmental Iiens ar AULs vvere found fax the site. The repart is provid�d in Appendix C. 3.3. Specialized Knowledge Mr. Hine stated that he does ha�e specialized know�edge or expe�ience related to the en�i-- ronmental conditions at the adjacent proper�y to the east, a new car dealership. � 3.4.' Cammonly Known ar Reasonably Ascertainable Znformation Mr. H�ne was unaware of the past uses of the s�te. 1U77T40flI R.doc � �,�,��,����oar� 42�74 DLR Drive August 28, 2�14 Temecula, California Froj ect No. �D7774��1. � 3.5. Valuatian Reduct�on fvr En�ironmental Issues Mr. Hine stated that the purchase price being paid for �.ie prope�ty reasonably �eflects th� fair ma�ket value of the praperty, and that he purchased the adj acen� lot at the same�ime the cu�rent owner purchased the site. 3.6. 4wn�r, Property Manager, and Uccupant�nformation The site is currently �wned by Da�idsfln De�e�opment, LLC. Ninya & Moore is no� aware of a pr�perty manager and the site is unoccupied. InteYviews a�� summarized in Section 7. 3.7. Reasnn for Performing Phase I ESA The puzpose of the Phase I ESA is to conduct envxxonmental due diligence prior to the pur- chase of the property. � 3.5. UEher User�Pro�ided Informatron M�. Hine pro�ided Ninyo & Moore with a lett��r firom the City of Temecula dated Decem- ber 27, 2��4, which outlines a d��elopment agreement for site and suz7round�ng auto dealexsh�p properties. According to the lette�r, DCH p�anned to purchase the proper�ies from Nor�h Plaza LLC, which was in bankruptcy, and then t�ansfer own�rship ta several dealer� ship awners. The lett�r s�a�es that�he awner is xesponsi�e fo�on- and ❑ff-site impro�ements and tha� the Cit~y of Temecula approves the transfer of proper�ies to the auto dea�e�rship awn-- ers.A copy of the City of Temecula letter is pxovxded in Appendix B. 4. RECURDS REVZEW The following sectxons summarize records re�iewed fo�r the site. 4.1. Standard En►vironmenfax Record Saurce - Environmental Database Search A computerized, environmen�a� information database search was performed by EDR on luly 3�, 2��4. The search inciuded federal, state, tribal, and�ocal databases.A summary af the �� environmental databases searched, their corresponding search radii, and numbex of noted p�rope�rties of potential enviranmental concern, is presented in the EDR report provided in Ap- 1�777AOUl R.dac 7 ��n�Q������� 42074 DLR Drive August ZS, 241.4 Temecula, Calif�rnia Proj ect No. �.D7774�0 i �' pendix C. The re��ew was canducted to evaluate whether the site or properties within the �i-- cinity of the site have been documented as having experienced significant unauthorized releases of haza�rdous substances or o�her ev�nts w�th patentially adverse en�ironm�ntal ef- fec�s. 4.1..�.. Geocoded (Mapped� Listings The site was not listed in the environmental databases re��ewed. 4ff-szte properties within 1 mile of the site appeared on�arious xegulatory agen�y databases.The following�ab1e lists databases that were sea�ched and the number of Iistings (excluding non-geocoded [un- mapped] sites). See Appendix C for fu11 descriptions of the searched databases. Table 1 --ASTM Standard En�ironmental Da�abases Selrch Number Database Name Radius afLisdngs m ile FEDERAL DATABASES �� NPL{National Priori List � D � Pra osed NPL I Q NPL LTENS[Federal Su erfund Liens) site d Delisted NPL 1 � CERCLIS{Comprehensi�e En�iranmental Respanse Compensation anc�Liabitity In- a 5 4 formatian S stem FEDERAL FACILITY(Federal Facili Site Information listin d.5 � CERC-NFR.AP(Former CERCLIS sites where nv fur�her remedial action is planned a� 1 under CERCLA CaRRACTS facilities sub'ect to Correcti�e actian under RCRA 1 Q R�R.A-TSDF(hazardous waste treatment,stara e,ar dis osal fa�ilities} D.5 D RCRA-LQG(lar e uanti enerator a.25 0 RCR.A-SQG small uanti enera#vr d.25 5 RCRA-CESQG(conditiQnall exem t SQG} Q.25 p US ENGINEERING CONTRaL(EC 0.5 � US TNSTITUTTDNAL CONTROL(IC a.5 � ER1VS(Emer ency Notifi�atian S stem} site D STATEITRIBAL DATASASES RE5PQN5E{State Res vnse Sites,State-and Tribal-e ui�aient NPL} 1 0 �NVTRQSTQR�The DTSC's Site Mitigatian and Brawnfields Reuse Program; � 2 CERCLTS-e ui�alent S'VVFILF Salid Waste Infaranatian S stem 4.S D LUST Geotracker's Leakin Under raund Fuel Tank Re ort d.S �G SLIC(SpilIs,Leaks,In�estigatian and Cleamip database by the Califarnia Regianal Q S � Water Quali Con�rol Baard San Die o Coun Site Assessment and Miti atian(SAM} Q.5 � LIST re istered LISTs} Q.25 4 AST re istere�ASTs 4.25 � � FEMA UST[Llnder rvund Stora e Tank Listin �.25 4 � VCP{Voiunta Cleanu Pra ram Prv �rties} a.5 Q Notc: L[]ST=Leaking LTnder�round Storage Tank 1U77740flt R.dv� g ����������r� 42�74 DLR Drive August 28, 20 i 4 Temecula, California Proj ect No. 1�7774�D 1 �� `. � Off site prapertieslfacilities Iisted �n the database repart were evaivated as to �heir po- tential�o impact soil andJor groundwater a��he site.Although �6 facilities wexe Xisted in the LUST database, no iisted facilities wer� interpre�ed to repxesent a pvtentaal en�i- ronmental concern to the site based on the fo��owing rationale: • The na�ure of the database�s� on vvhich the praperty appears, andlox because the pr�perty did no� appeax on a data�ase tha�reports unauthorized r�l�ases af hazard- ous substances; • reported regulatory agency status (i.e., case closed}; • repflrted natuxe of the case �i.e., soil con�amina�ion only}; • repor��d distance of the property from �he site {LUST cases g�eatex than 9�� feet from the site}; andlor • location of the property in relation to the site with respect ta topagraphy ar ex-- pec�ed groundvvater flow dir�ction(gen��al�y toward the southu�est}. � 4.1.2. Non-Geocoded (Unmapped} Listings This partian of the regula�ory database �eport includes properties for which regulatory agencies did no�repflr� suff'icient address information ta be plotted by EDR. The Iis��ngs were reviewed to evaluate their po�en�ial impact to the site, based an thei� interpreted distanceldirection from �he site, andlor the nature of the database in which they �ere listed. It is aur opinion �hat there is a Iow �i��e�ihaod that the non-geocoded Iistings rep� resent an en�ironmen�al concern to the site at the current time, based on the nature of the listings andlar the interpreted distances of the p�roperties associated with the lis�ings. 4.2. Additianal En�iranmental Recard Sources According to the ASTM Sfanda�rd, "if the prvperty or any of the adjoining pr�perties is xden- tified on one ox mo�re of txie standard environmental r�cord sources, per�inent regu�a�azy files andlor records associa�ed with the listing should b� re�iewed." The purpo�e of a fiie re��evv xs ta "o�tain suffzcient infannation" ta assis� �he environmenta� professzonal in detenmining � if an REC HREC CR.EC ar de minimis condit�on exists a� the site �n �onnection with the � a I07774D01 R.da� 9 �����������j 42�74 DLR Dri�e August Z8, z014 Temecula, California Proj ect No. 1 Q7774D�1 [ l �isting of standard en�ironmental recard s�urces �see Tab1e 1}. Off-site records vvere summa- rized in Sec�ion 4.1.1 and properties af potentiaZ cance�n wexe not �dentif�d. Regulatory xecords for�he site are pravided in Appendix D. 4.Z.1. County ❑f Riverside Department of Environmental Heal�h According to a representati�e of the Cvunty of Riverside Departmen� of En�ironmen�al Hea1�.i on August 27,Z014,na recards were found for the site. 4.Z.2. Sauth Caast Air Quality Management Distric��SCAQMD} Ninyo & Moore requested to re�iew a�ailable recards pertaining to the site from �he Sou�h Coast Air Quality Management District(SCA�MD}. According to a xepxesenta- ti�e, records were nat a�ailable far the site. 4.2.3. Cxty of Temecula Fire Department �� According to a represen�ati�e ❑f the City of Tem�cula on August 7, �014, f re d�part� � � ment records pertaining �o hazardaus mate�r�alslwaste, USTs, ASTs, and �io�ations wexe not found. 4.2.4. RegianaZ Wa�er Quality Cantrol Board According ta a xepresentative of the Regional �Tater Quality Con�.ro� Board (R�QCB} on Ju1y 29, 2�14, rec�rds were no�an f�le fox the szte. 4.2.5. Unline Regula�ory Databases 4nlrne regulatory databases vvere revi�wed by Ninyo & Moo�re ta supplemen� the en- �ironmental database search conducted by EDR. The follawing is a summary of per�inen� informa�ion. Tabxe 2—Unline Regulatary Databases �n�ine DatabaselWebsite Findin s I]epartment of Taxic Substan�es Cantral The site was not iisted. {DTSC}Hazardaus Waste Tracking System � DTSC En�iroStor TI�e site or adja�ent prvperties were nat lis#ed. DTSC C�rtese List The site or ad'acent ro erties were not listed. State Water Resources Cantrol Board(SWRCB) According the database,no i�nautharized release cases were 107774601 R.do� 1� �,�,��Q,��oo�� 42074 DLR I]r�ve August 28, ZU 14 Temecula, Ca�ifornia Prvj ect No. �D7774Q�]. �� Table Z--�nline Regulatory Databases Unline D�tabaselWebsite Findin s GeaTracker de icted within 1,�Qd feet fram the site. DTSC List of Facilities with Deed Restrictions The site was nat listed. Califarnia Department vf Resaurces Re�y�ling ��ste dispasal faciIities are nat depicted within D.5-mile of the and Reca�ery(CalRecycle}Salid�Vast�Infvr- mation S stem site. Califarnia Department af Oil,Gas,and Geo- Wells were not depicted on the site and the site is nat witY�in an thermal Resources D�GGR oilfield or methane zane. United States Pipeline and Hazardous Materials Safety Administration,Natianal Pipeline Map- Na pipelines were depiGted within ar adjacent ta th�site. in S stem Ma Viewer Army Cvrps af Ci�il Engineers Formerly Used �v FLTDS praperties were depi�ted within�.5 mile afthe site. Defense Sites(FLTf.]S}Database 4.3. Fhysi�al Setting The following sections �nclude dis�ussians af top�graphic, geo�ogic, and hydrogeologic conditxons in the vicinity of the site, based upon the z-eferenced document re�iew andJor our visual reconnaissance of the site. �� 4.3.1. Tapagraphy Based an a re�iew of the United States Ge�logical Sur�ey (USGS}, Murrieta, Califor- nia, 7.5-minute quadrangle map, the site elevation ranges from approximately 1,�2� to 1,48� feet above mean sea level and slopes to the southwes� (USGS, Z�12}. 4.3.�. Site Gealogy Based on a review of the LTSGS Ge�logy Map of Murrieta 7.5-minu�e quadrangle ��en- nedy and Mor�on, �979), the s�te xs undexlain by the fo�low�ng units: ■ Qya and Qyaa: Young allu�ial channei deposits �Holocene and latest Pleistocene age� described as unconsolidated deposits of alluvial fans and headward drainages of fans consis�ing predominately of unconsolidated sand, si1t, and clay hearing a1- 1u�ium. �n �he southern portion of the site, the channe� deposits are described as arenaceous (�ezy coarse sand th�rough very fine sand}. • Qpfs: Very old surficial deposits, sandstone memb�r �Pleistocene age} described as brown, moderately well�indurated, cross--bedded sandstone conta�ning sparse cob- r b1e- to boulder-conglomexa�e beds. � io���aon�x.ao� 11 ��illl�rl��L��1'�`i� 42�74 DLR Drive Augus�ZS, 2U 14 Temecula, California Proj ect No. 1�77740D]. l ;� 4.3.3. Surface Wa�er Naiural surface water bodies, including ponds, streams, or other bodies of water, w�re not observed on the site during the time af the �i�e reconnaissance. A reservoir is d�� picted at the southern intersection of Ynez Road and DLR Dri�ve approximately 4D4 feet to�he sou�heast (LTSGS, 2012}. 4.3.4. Groundwater Groundwater infv�rmat�on fox the si�e was not �eadily a�ailable. Niny� & Moore re- viewed the State Water Resources Contro�Boaxd's �SWRCB's} GeoT�racker da�abase fox groundwater informa�ian in the si�e vicinity. According ta the database, d�pth to groundwatex was measured in June 2��0 at the Ynez She1I Food Mart at 2G684 Ynez Road in the Ci�.y of Temecula, Ca�ifarnia approximately 0.4 miie north af the site, and at the prope�rty was es�imated to xange from �5 to 54 feet. Groundwa�er�s expected to flow _, to the southwest along�he slope of the topog�aphy. The groundwater flaw direction may ``� v due to h dro eo�o ic �ro ez��es such as soil orosi and ermeabili roundwa- �"Y Y � � p p p � P tiY� g ter extraction, recharge by irrigation and rainfall, and oth��factors. 4.4. Site Histor�cax Use Znformat�on Ninyo & MoQre conducted a historical record search for the site. This inc�uded a xe�iew of city directories, his�orica� fire insurance maps, histarical aerial photographs, tapograph�c maps, and building depar�ment records. The follawing sections summarize infozmation ob- �ained from the historical sources utilized for this assessment. 4.4.1. City Directories A�ailable historical reverse street directaries from 1975 through 2�13 were obtained from EDR and re�iewed to evaluate fac�lities of po�ential concem, vvhich may have been histori-- ca11y located at or near the site.A sununary of natable c�ty dire�tory list�ix�gs is presented in the tab�e below, and�he EDR ci�ty d�r�c�ory abstract is provided in Appendix E. ; ,. � ra���aoa:x.do� �2 �,���'����AI1��' 42�74 DLR Drive August 28, 2D I4 Tem�cula, Califarnia Praj ect No. 1 D7774��1 � Table 3—Summary of City Directory Listings Year Listings in Address Range of Site and Surraunding Area 1975 Srte Adrlress:Nat Listed Surrortrrdi�r Area Addresses:Na ro erties vF can�ern I�$d Site Adrlress:Not Listed Sttrroujtrti�t Area Arldresses:Blacks Arco{27585) Srte Address:Nat Listed 1985 Siir�r�ottncling Ar�ea A�ldresses: Ynez Raad — Rancho Cleaners (274d7}; Ran�ho CA Arc� 27�41 Site Arldress:Not Listed l 990 Srrrraurrrlrng Arec�Arldresses:Ynez Road—Ranch�Temecula Dadge{26755}; Ranchv Clean- ers�27457);Rancho CA Arca(27d41} Site Adrlress:Not Listed 1995 Srr�r�orr�tdirag Are�r Adrlresses: Ynez Raad—Temecula �alley Tvyata (2d531}; Aamco Trans- missians (2�d71}; P & T Service Specialty, Precision T�Zne Auto Care, Messi Motorsports (2d573);Midas Auta S stems Ex erts 26677} Site Address:Not Listed Strrrvurrclirrg A�ec�Addresses: Ynez Raad—Temecula Valley Toyota (2d531}; Aamco Trans- 1�9g missions (�d671); P & T 5errrice Specialty, Precisivn Tune Autp Care, Messi Motarsports (26b73}; Midas Auta Systems Experts {26677); Ynez Shell (25680}; Chrysler 7eep Dodge (26755); Norm Ree�es Hyundai Temecitla (2d799}; Fard Lincain Mercury Ran�ho (��895}; Tawer Rancha Cleaners�27457) Site Arldress:Nat Listed Surracrrt�lrjig Area Arlrlresses: Ynez Road -- Aamco Transmissions {25671}; Precisian Tune r�� 20a3 Auta Care,Messi Motarsparts{2dG73);Midas af Temecula(2d677};Ynez Shell(2558a},Norm ` Ree�es Hyundai Temecula(2G7g9);Narm Ree�es Hyundai�Z5845};Auta Mall Collisian Center --� (26$95};Paradise CDLC OLDSMBL Sales,Paradise Che�ralet Cadillac;Tower Ranchv Clean- ers 274d7 ;Saturn of Temecula[�7540} Srte Address:Not Listed Sic��otrndiirg Area Add�esses:Ynea Raa�—Tvyvta af TemecuIa Valley{2d63 I};ExGellent 2048 At�ta Care&Tire(25673);Midas Autv Service Experts(25d77};Narm Ree�es Handa A�ura (2G799};DCH Chrysler Jeep Dodge af Temecula(25$�5};Auto Mall Callisian Center,Rancha Fprd Ltncaln Mer�tiry{Zd895};Paradise Body Shv}��2735�};Saturn af Temecula(Z7430}; Tower Rancho Cleaners(274�7} Site Adrdress:N4t Li sted Strrrvrrnrlijig Ar�ea Arlrlresses: Ynez Road -- Toyata af Temecula Valley (2b531}; Ex�ellent 2D 13 Auto Care & Tire (�dd73}; Midas (26577}; DCH Acura af Temecuia (2d705); Narm Ree�es Handa Acura (2d799}; DCH Chrysler�eep Dodge ❑f Temecula (Z6845}; Auto Mall Callisian Center,Gosch Towing and Reco�ery(�6895};Temecula Buick GMC{27�3d};Rancho Glean- ers 274d7 ❑ - Properties of patential environmental concern The s�te address was no� Iisted in the city direc�ories re�iewed. His�orical and cuz7rent businesses within the site vicinity of potentia� cancern include a dzyc�eanex and retail gasoline stations. B ased an the distanc� from the si�e, �hese facilities are not cansidered a concern at this time. Car dealerships his�orically ha�e been known to possess USTs at �hexr fac��zties. AI- �J though several car dea�erships were listed in the immediate site vicinity, n�ne of the �a���aoai x.ao� �� ��1��0•t�1�1L1T� � 42�74 DLR Dri�e August 28, 2�14 Temecula, California Pxoj ect No. �.D7774�01 �_ .� addresses appeared on the UST da�abase or databases indicating a �release at the site. Therefore, the car dealerships zn the sunrounding area are not considered a concern. 4.4.Z. Sanborn°Fire Znsurance Maps EDR was contracted to research and provide Sanborn Fire Insurance Rate Maps. Ac- cording to EDR, Sanborn maps do not exist far the sxte ��cxnity The Sanborn maps are summarized in�he tahle below and pxovxded xn Appendix E. 4.4.3. Historical Aerial Photographs Histarical aerial pho�ographs vvere availab�e fox the site for select yeaxs from 193$ through 24].3. A listing of the photographs reviewed and summary of notable observa- t�ons f�om the phatograph re�iew is pro�vided in the table below. Table 4—Aerial Photographs Summary � Date Snurce 5umma 1938 A Th�site and site�icini were observed as undevelo ed land. 1967 Th�site and site�icinity were vbser��d as undeveloped land.In the 1978 aerial 1978 A phatograph,a du-t road was present near the sauthern portion afthe site in the�icinity 24a5 of DLR Dri�e. The site was�acant and graded.The site vicinity was developed with corruner�ial 2�13 B properties to th�east and south,ta the west by DLR Dxi�e�allowed by vacant land, and ta the north b DLR Driye f�llow�d b a arkin lot. Snurees: A=w�v�v.histaricaerials.cam B=Gavgle Earth Pro 4.4.4. �3u��d�ng Department Records Ninyo & Moare visited the City of Temecula Developmenf Services Depa�ment on Augus�4, 2�14. Building recoxds were not found for the site address. 4.4.5. Historical Tapographic Maps Niny❑ & Moore re�iewed his�orica� topographic maps pra�ided by EDR fa�r the fo�Iaw- ing years: �941, 1947, 1953, 1973, and 1979. From a� least 19a 1 thraugh �973, the site and site �icinity appeared as undevelaped. Zn the �979 map, a �road was present on the � southern portion of the site, and the si�e ��cinity to the south appeaxed developed wzth io»�aoa�R.ao� �4 ��►l�'1�.��E1D�� 42D74 DLR Dri�e August 28, 2014 Temecula, California Project N�. 107774001 � structures. En�i�onmental �on�erns were not noted on the historical top�graphic maps re- v�ewed. 4.5. Adjacent Property History Facilities of po#ential environmental concern were nat identified in the surrounding a�ea du�- ing our his�orica�records re�iew. 5. SITE RECUNNAISSANCE The abjec���e ❑f�he site reconnaissance was �o abtain informatxon indicating the �ikelihood of RECs �n connection with �he sit�. The xeconnaxssance was conducted on August 4, 2014, by Mr.Adrian �livar�s. A site plan is pro�ided as Figure 2 and photographic documen�a�ion is p�ra- vided in Appendix A. �_� 5.1. Method�Iogy and Limiting Conditions The s�te reconnaissance cansisted of walking on�he site and along public sidewallcs (far�iewing of ad�acentlnearby properties}. Limiting condrtians vvere not encountered during the site recon- naissance. 5.2. GeneraZ S�te Setting At the time of the si�e �ecannaissan�e, the site was vacant and unoccupied. The site was graded and par�ially co�ered with oppoxtunistic �egetation. Storm wate�- management con- stzuction materials �i.e., sand bags and s�raw fber rolls) were obser�ed thraughou� the sit�. Debris and a �ire were observed on the noz�heastern partion of the site. .An e�roded hil�side was observed on the southeastern portion of the site. The tapography of the site slapes to the sou�hwest. Drainage is expected to �low �ia she�t �Iow to the southwest and percola�e into the soi�. �J 1U7774�D1 R.dac �5 ,�',�►��r�.�,,�oa�� 42D74 DLR Drive August Z8, 2�14 Temecu�a, California Project No. 107774D4T � 5.3. Adjacent Property Ubser�ations Adjacent properti.es were observed fram tlae si�e and from publicly accessible vantage points �e.g., stree�s, sidewallcs} during t�ie site recoxuaaissance. Commercial properties and�acant land were pre- sent in the site vicinity.Adjacent proper�i.es are depicted on Figure Z and discussed in 5ection 2.5 5.4. Site UbseY-►vations Ninya & Moore e�aluated the site for evidence of the following po�ential environmental conc�rns: Table 5—Un�Site Ubser�ations Conditivns �bserved�r Comments Noted Hazardous SubstanceslPetroteum Praducts Nat obserrred VVaste GeneratianlStara elDis osal Not obserr�ed ASTs Not abserved Patential E�viden�e af USTs Not abserved Potential PCB-Containin E ui ment Nat Qbserved � ChemicallPetroleum�dars Not abser�ed Cvncrete PatcheslPads Nat obserr�ed Paals af Li uid Nat ol�served Sewa e Dischar e Pi es Not ohserved Floor DrainslSum s Not absezved EIe�atar Nvt vbserve� Wells Nat obser�ed Drums Nat obserrred Unidentifed Suhstan�e Cvntainers Not abserved Stained Soil ar Pa�ement Not observed Stressed Ve etation Nvt vbserved � Pits,Pvnds,vr La ❑vns Nat vbser�e� Wastewater Dischar es Dis asal S stems Not obser�ed Se tic S stemslCess ools Not ohserrred Munici al Solid�aste Dis osal Areas Nat al�served 6. PRELZMINARY VAP4R EN�RQACHM�NT SCREEN The purpose of the pre�iminary vapor encroachment s�reen is to identify a vapor encroachment c�ndition �VEC}, u�hich is the presence or lilcely presence of potential cantaminants of concern �C�C� �apaxs in subsurface sai�s at the site caused by the re�ease of�apaxs from c�n�amina�ed , soil or groundwater either on or near the site. The potent�al for VECs beneath the site was evalu- � ated using a Vapor Encraachment Screening Matrix (VESM�. The �apor enc�roachment sc�reening was based on the guidelines presented in the ASTM E264D-14 Standard Guxde for Vapo�r En- ia�naaoi u.a� 1� �,��1�����IL1Ci� 42D74 DLR Dri�e August Z8, 2014 Temecula, Califoarnia Project No. 107774��1 '�. J croachment Scxeening on Property rn�olv�d in Rea1 Es�a�e Transactions. The VESM included performing a Search Disfance Test to identify if there axe any known or suspect contamznated proper�ies surrounding or upgradient of the site within speci�c seaxch radii, a C�C Test �for those known or suspect cantaminated sites identified within the Search Distance Test} to e�aluate vvhether or not COCs are �ilcely to be present, and a Cx�tical Distance Test to e�a�uate �hether or n�t CQCs in a c�ntaminated plume may be within the criti�al distance of the szte �].D4 feet for non-petro�eum hydrocarbvn c�ntaminan�s and 3� fee� for petroleum hydrocarbon cantaminants}. Based on the completion of the VESM, a VEC can be ruled out and furthex assessment such as a Tier 2 VEC assessmen�accarding to ASTM E264�-14 is no�recammended.A copy of the VESM is included in Appendix F. 7. INTERVIEV�S �-,l InteYv�ews vvere conducted by Ninyo & Mo�re with the objectzve of obtaining infoxmation �-e- �--1 e i e i e i ith re ent wners o erat r garding potenria� RECs xn cann ct on vv�th �h s �e. �n� r� ews w p s o , p o s, andlor occupants af the site, as we11 as ather lcnowledgeable parEies as appxopriate, �s mandated by ASTM E 1527-1.3. 7.I. Property �wner Representati�e The property owner vvas c�ntacted; howe�er, as ❑f the date af this repart a response has n�t been recexved. 7.2. Property Manag�r A property manager was nat iden�ified for inter�iew. 7.3. �ccupants The site was unaccupied at the time of the Phase Z ESA. �� �o»�aao�x.a� 1� ��il'll�����A�I�`� 42 D74 DLR Dri�e August 2 8, Z��4 Temecula, California Prvj ect No. �.07774��1 � 7.4. Past Uwners or Uther Know�edgeab�e Par#ies Mr. Fred Grimes wi�h Wes�more Commercial Brokerage, Inc. completed a Property Back- ground Ques��onnaire on August 1.2, 2�14. Mr. Grimes was responsible for the grading of the site and sunrounding automative dealership lots and put in �he streets and off-site infra- structure per the deWelopment agre�ment between by Noxth Plaza LL� and the City of Temecula. According to the questionna�re, to the best of Mr. Grimes Icnowledge, the site has a�ways been vacant. Mr. Grimes indicated that fi11 soils were braught directly from an adja- cent proper�y under supervision. He is na� aware of any environmental issues asso�iated with the site or of potentzal sox� andJor groundwater contaminatian. 8. FINDING S Based upon the xesul�s of this Phase I ESA, the following findings are provided. _ • The site is Iocated approximately 4D0 feet southwest of the northern intersection of DLR �� Drive and Ynez Road in�he City af Temecula, California. + At �he time of the site reconnaissance, �he sit� was vacant and unoccupied. The si�e was graded and paztxa�iy co�ered with opportunistic vegetation. Storm vvater management con- struction materials �i.e., sand bags and straw f�ber xo�ls} were obsezved throughout the site. Debris and a tire wer� obse�ved on the northeastern portion of the site. An eroded hillside was obsexved on the southeastern por�ion of the site. The topography af the si�e slopes�a the sauthwest. Drainage is expec�ed �o flow via shee� flo� �a the sfluthwest and percolate into �he soil. • Based on a xeview of historiGal recards and intetvi.ews, the site has historically been unde�e�- oped. A road was present near �he southern boundary in the ]978179 �n the �icinity of present--day DLR Drive. The site �i�inity is de�e�aped with DLR Drive to the north, west, and sou�hw�st of the sxte and commercial properties to the nar�h, northeast, and southeast of the site. • R�gulatozy records were r�qu�sted from the Count� of Ri�erside Depar�ment of Environ- mental Hea�th, RWQCB, Ci�y of Temecula Fire Depa�ment, and the SCAQMD; however, no records were found for the site. ■ Based on the environmental da�abase records re�iew, facilities of potential concern were not found in the site vicinity. �J ■ Based on the completi�n af the VESM,a�apor encroachment condition does not exist. 1U777a�D1 Rdoc 1g ����rp�,���dr� �� 42�74 DLR Drive August 2S, 24�.4 Temecula, California Pxoj ect No. Z D7774��1 �� � 8.1. Known or Suspect Recogni�zed En�ironmen�al�vnditians This assessment has re�ealed no eviden�e of known or suspect R.ECs in connec�ion with�.ie site. 9. UPINIDNS r�is aur opinion that this assessment has not iden�fied conditions indicati�e of releases or�hreatened re- leases of hazardous subs�ances,pollutants,contaminan�s,andlor petroleumlpetroleum pr�ducts at th�site. 9.�. Data Gaps Sxgnificant da�a gaps that would affect the ability of the en�ironmental professional to iden-- tify conditions indicati�e of relea�es or thr�atened releas�s were no� encountered during this Phase 1 ESA. The prope�.y ovvne�r inte�zew�as attempted; however, the propexty owner did no� respond to our request. In aur expe�ience, the property owner provides limited informa- �ion regarding RECs, and based on the fa�t that the s�te was ne�er de�eloped, the data gap is �� not considered si nificant. g 9.Z. Addifional Appropriate Zn�est�ga�ion �ur findings did no� re�eal e�zdence of conditions at the site posing an immedzate thz-eat to human health or the en�ironment, or a repor�able release, threatened rel�ase, ar on-go�ng�e- lease of a regulated subs�ance at the site. 10. C�NCLUSxUNS �e ha�e perfoz7med a Phase I ESA, in canformance with the scope and limitations of the ASTM Practice E1527-13, p�operty loca��d at 42474 DLR Dxi�e, Temecula, Ca��fornia. Any exceptions to, o�r de��t�ons from, this practice are described in S�ction �.4 and in the body of this report. This assessrnent has re�ealed no e�idence of RECs in connect�on with the p�opez-�y. - - � I1. REGQMMENDATI�NS �� Nin o &Moore recommends no fu�ther assessment at this time. Y ]077T4001 R.dvC 1� ��������a��� 42�74 DLR Drive August Z$, 2�I4 Temecula, California Project No. 1 D77740a 1 � .�' 12. REFERENCES Army Corps of Engineers, 2414, Formex�y Used Defense Sites Geographic Informa�ion System website, h s:llrs is.crrel.usace.arm .mill ublicfuds: accessed in Augus�. ASTM Znt�rnational, 2D 13, 5tandazd Practice for Environmental Site Assessments: Phase I En�i- ronmental Site Assessment Process, Designation E-�5Z7-13. Califarnia Department of Toxic Substances Control, 2�14, En�iro5��r Website: http:llwww.envirostor.dtsc.ca.go�lpublicl: accessed in August. California lntegrated Waste Managemen� Board, 201.4, Svlid Waste Informat�on System data� base, http:llwvvw.ciwmb.ca_go�IS�S: accessed in Augus�. Ca�ifornia State Water Resources Control Board, 2�14, GeoTracker�]LTebsite: www.�eotracker.swrcb.ca.�; accessed in August. Environmental Data Resaurces Inc., Z�14, Certif�ed Sanborn Map Report, DLR Drive, 42074 DLR Dri�e, Temecula, CA: dated July 29. En�ironmen#a� Data Resources Inc., 2�14, The EDR City Direc�ory Image Report, DLR Drive, 42�74 DLR D�ive,Temecula, �A: da�ed August 8. � Environmental Data Resources Znc., 2D I4, EDR Environmen�al Lien and AUL S�arch, DLR Dxi�e, 4Z474 DLR Drive,Teme�ula, CA: dated July 3�. Environmental Data Resources Inc., 2D 14, The EDR Radius Map Report with GeoChecic, DLR Dri�e, 4Z�74 DLR Dri�e, Temecula, CA: dated July 30. Noz�ris, Robez�M. and�ebb, Robert� 199D, Geology of Calif�rnia Zn�Edition. Sta�e Water Res�urces Contral Board, 2U�4, Geotrackex 4n��ne Database: http:llgev�acker.swrcb_ca:gov: a�cessed in August. Unxted States Geo�ogical 5u�vey, 2012, Murrieta, California: 7.5-minute series (topographic}, Sca1e 1:24,00�. United States Pipel�ne and Hazardous Materials Safety Administrati�n, 2414, National Pipeline Mapping System Map Viewer, https:llwww.npms.phmsa.dot.go�; accessed in August. � 107T74001 R.dpc 2� ,�',��►�►Q�,�nor� 4��74 DLR Drive Augus�28, ZD 14 Temecula, �alifornia Project No. 1�7774001 � �3. PR�FESSZUNAL STATEMENT As required by 40 CFR �312.21�d� and Section 12.13 of ASTM 2 527-13, the following s�ate- ment is included: I declare that, to the best of my�rafessional knowledge and belief, I meet the def nitzan of En- vironmental Professional as de�ned by �312.1 d of 40 CFR 3��. I have the spec f c qualifications based an education, training, and experience to assess a pra�erty of t�he nature, history, and setting of�he subject property. I have develaped and�performed the all ap�rapri- ate inquiries in canfarmance with the standards and practices set farth in�0 CFR Part 312. Beth S.Abramso ec��, PG 458� Principal Geo gist 14. �UALxF�CATIaNS UF ENVZR�NMENTAL PRUFESSZ�NAL �---� Resumes whi�h document the rafessional ual�ficatians ursuant to 40 CFR 312.1� b Z of z P �1 a p § t )� )� the persons that prepared and re�ievved�h�s report are pro�ided as Appendix G � io���aaoi Rao� �� ��11�D���I�dC� . � -• � � �_.; �s � �� �� - � ° Prnmenade =__--� rJ , _ 1� _ �� ���• �' At Temecula �! � � ��`A�y �� � r � �� ��1 ��� - � �;�! � ��,,� � �.�..-��'� _- � �. n �� �t'r , � �''�- �, ` +G� Lti �� ,� 356 m��� �� ��f�__�--�� ,:= �,__ ��,_� � � _,,.��:�-�.� � � -- '= '' " -� � �-- �. �� palm r . ��� �� ��� i' .. ��`f, � ��~ ��•. �� pia�a � �Ca�ti ��-!- - ! ���•.� � E� �C� 1`'�'� p�;R�=��" � �ti� . -� �'�` � v ; t¢_ ._... 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DATE � �2DT4❑LR�R[VE � p '1�T774Qa1 8114 TEMECULA,CALIFdRNiA ryl Water Quality Management Plan�jIVQMP] John Hine Subaru Service and Par�s�enter �' A end�x 5: LID Infeasibilit � - pp Y L!D Technrcal�nfeasibility Analysis N�T APPLICABLE L�D BE�NG III�PLEMENTEa �NT� S�TE DESrCN � � �IVa�er Quality Management Plan[W�MP] Jahn Hine Suharu Ser�ice and Parts Cen�er � . . . - � Append�x 6: BMP Design Deta�ls BMP Stzirag,flesign fletails and other Supporting Documen�a�ion � .. � iNater Quality Management Flan�WQMP] Jahn Hine Subaru Ser�ice and Parts Center � S U M11�[ARY The pxoject proposes to canstruct a multi-le�e� automotive ser�ice and parts center building v�ri�h an adjacent parking �ot �n a previously mass-graded site. A temporary wehicle in�entozy storage area vvill also be paved on the westerly parti�n af the parcel.A bioretention basin is being proposed at the site to treat runoff from the de�elapmen�areas. Law impact design BMPs are sized by determining the d�sign captuxe�olume �D��) as outlined in the Riverside �oun#y F�ood �ontrol and �]LTater Gonsezvatian District's (R�FC`]�T�D} �ow �mpac� Development BMP Design I�andbook. As deter�nined in Section D of this WQMP, the appropria�e BMP for the site is a bioret�n�ion basin. The design capture �alume (DC�LI�} was determined far the prop�sed biore�ention BMP {BMP I as shvwn on the '�'JV�MP 5zte Plan in Appendix 1}using the Santa Marga.rita�atershed spreadsheet fxom the D�s�gn Handbaok�results a�tached}. The procedu�e �s summar�zed below. The pr�j ect site was di�ided into per�ious and impezvz�us a�eas t�ibutary to the proposed bioretention baszn. The impex�ious areas consist of the proposed paving (drive aisles, park�ng, curb, gutter, and walkways} and roofs, The remaining areas are perWious �landscape and planter areas, and temporary parking an cXass �� base}. The total impex�ious area tributary to each bioretention basin was mul�iplied by a runoff factox of 1.0 u�hi�e the total pervious area was multip�ied by a runoff factor of 0.1 in accoxdance with the Santa Margarita guidelines. Fxo�n this, the weighted average runoff factor was determined and represents�he Effecti�e Per�ious Fraction �see the attached sp�eadsheet}. �� Fvr �he bioretention basxn, the averall tributary area, effecti�e per�ious fraction, and 85t1' pexcenti�e, 24-hour rainfall depth �0.93 inches} was entered into the Santa Margari�a Watexshed Spreadsheet to determine the minimum design storage volume for entitlement pu.rposes. The results are attached along with tl�e bioretention bas�n siz�ng spreadsheet output. The bioretent�on basin on the praject p�ans has been designed ta exceed the capacity from the design storage �olume. ; , � Santa Mar�arita Watershed Legend: ��9uired Entries �7 BMP Design Valume,V�� (Re�.03-241�} � ' Calculated Ceils �N�te tl�is warkslteet sIiall onlv 6e used in conjunction witli SMP designs fi•om#1��LID BMP Desi�n H�ndhaak� Company Naine Chang Consultants Date 9191�016 Designed by VL��'�VC CountylCity Case Na Company Project NumberlName ]ahn Hine Subaru 5ervice and Parts Center Drainage Ar�a NumberlName Santa Margari�a Enter the Area Tributary to this Feature AT� 4.5 G acres SSth Percentile; 24-hour Rainfall De th, from the Isoh e�al Ma in Handbook A endix E 5ite Location Township NIA Range NIA Section Rncho Tmcla Enter the 8Sfh Percentile, 24�hour Rainfall Depth D8S� 0.93 Determine the Effecti�e Imper�ious Fraction Type of post�development surface co�er Mixed Surfac�Types (use pull down inenu} Effecti�e Imper�ious Fraction If= �.41 �JCa�culate the compasite Runoff Coefficient, C for the BMP Tributary Area Use the followin�equation based on�he WEFIASCE Method ,____.___._.._.__�_�._..._W, C W 0.858If-�.78If+0.774If+0.04 C= � �.29 � Determine Design Storage Volume, Vgi,,� Calculate V�, the $5%Unit S�arage Voiume VU=D85 x C '�Tu=� p.27 ;�in*ac}lac Calculate the design storage�olume of the BMP,VB�. Van��ft3)— Vu(in-aclac}�AT�ac}x 43,5d� (ft�lac} VB�—�-�---..4,469 Y Y_. ��3 12�inlft} Notes: � ioretention Facxlity -Design Pxoceduxe BMP ID Legend: Required Entries , 1 BMP 1 Calculated Ge�ls � � Corzipany Name: �hang Consul�ants Date: 9191241� Designed by: W�V� CountylCit� Case No.: Design Vvlume Enter the area�ribu�ary to this feature AT� 4.56 acres Enter VBMP determined from Section 2.1 of this Handbook VBM�= 4,469 ft3 Type af Biaretention Facility Design �Side slopes r�quir�d(parallel ta parking spaces or adjacent ta walEcways} Q Na side slapes required{p�rpendicular ta paricing space or Plant�r 8oxes} Bioretention Faci�ity Surfa�e Area Depth of Soi1 Filter Media Layer ds= 1.5 ft Top �Vidth of Biore�ention Facil�ty, exciuding Gurb wT� S�.Q ft Total Effecti�e Depth, dE dE_ (�.3} x ds + (4.4� x 1 - (�.71wT) + �.5 d��,----��-1.34......_.r�� k...----,.._,•..._._..__._.,._._---•-- �� Minzmu�n Surface Area, A,,, 2 VsNrP Cft3} ANt=�---�3,346__..-��� AM�f� �� d���� Praposed Surface Ar�a A� 4,77d it� Bioretent�on Fa�z��ty Propez�ies S�de 5lopes in Bioretent�on Facil�ty z� 4 :1 Diameter of Und�rdrain 6 inches Longitudina� Slope of Site �3%maximum} �. °/o ,._._�..�.__._..._..._..._..._.� G" Check Dam Spacing 1 25 �feet Describe Vegetation: 4�her Notes: � Ri►►erside Caun�y Best Management Practice oesign Handbook JUN� 2�1� -----�"'-___-----____---r------ �--- ___----------�_____________ � � > > � ___.._..__T--__..___.._....--..---r-^--------__,._____r�_______� � � ! 1 1 1 i � I ; R�7V1! ; RnGW ; RQ5W R�3E � Ra4E � RQ5E � f --- I 1 ` ! \ I t F � 7 [ I 1 � � J i I 1 .... 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[4 v ua (U V7 � 3.5 _Biaretenti_on Fac�litv Type of BMP LIo—Biore�ention Treatment Mechanisms in�iltration, ��apvtranspiration, E�aporation, 6iofiltratian Maximum Drainage Area This SMP is intended t�be integrated into a praject's landscaped area in a distrihuted manner.Typicafly;cantributing drainage areas to Bioretentivn Facilities range from Iess ti�an 1 acre tv a maximum of around 10 acres. Dther Names Rair� Garden,8iaret�ntian Cell, 6ioretention Basin, Bivfi[trativn Sasin, Landscaped Filt�r Basin, Porous Landsca�e ❑etentian Description Bioretention �acilities are shaElow, vege�ated basins underlain by an engineered soil media. Healthy plant and bia[ogical acti�ity in the rvot zane maEntain and renew the macro-pore space �n the soil and maximize plant uptake of pollutants and runoff. This keeps the Best Management Practice �BMP} �rom becvming c�vgged and alfows more of the soil �olumn to functivn as ba�h a sponge �retaining water� and a highly e�FFe�ti�e and self-maintaining biafilter. fn most cases, �he bottom ❑f a Bioretention FaGili�y is unlined, whi�h alsa prvvides an opportunity for infiltratian �o the extent the under[ying vns�te soi! can aGcommadate. When the in�Filtratian rafie of the underlying svil is exceeded, fully biotreated flaws are discharged �ia �� underdrains. Biaretention Facilities therefore wilf inherentiy achie�e the maximum f�asible le�el of infiltration and e�apotranspiration and achie�e the minimum feasible �but highly biatreated} discharge to the starm drain system, 5itin� Consideratians These facifities work best when they are designed in a relatiWely le�el area, Unlike other BMPs, Bivretention �acilities �an be used in smalfer landscaped spa�es on the site, such as: � Parking islands � Medians f 5ite enfirances Landscaped areas on the site �such as may otherwise be required �hrough minimum landscaping ordinances�, can o�ten be designed as BEoreten�ion Facilities. This can be accomplished by: • Depressing landscaped areas below adjacent imper�ious surfaces, rafiher than ele�ating thase areas ■ Grading the site to dire�t runoff from those imper�ious surfaces rnto the Bioretention Facility, rather than away from the lands�aping • Sizing and designing fihe d�pressed landscaped area as a Bioretention �a�ility as ,,-- descri�ed in this Fa�t 5heet � Riverside Cotrnty-Loyv In�pact I]eveloprrierr!BMP Desigrl Handbook rev.2/Z�12 Page 1 � Bioreten�ion Facilities shauld howe�er not be used downstream of areas where large amvun�s -- a�F sediment can cEag the system. Placing a Bioretention �acifi�y at the �oe vf a sfieep slope shouEd als❑ be a�oided due to the potential far clogging�he engineer�d soil media with erosivn from the slape, as welf as the potential for damaging the�egetatian. Desi�n and Siain� Criteria The recommended cross section necessary fvr a Bioretention �acility in�fudes: ■ Vegetated a rea • 18' minimum depth o�engineered soil media • 1�' minimum gravel layer depth with 6' perfarated pipes {added �low cvntrol features su�h as orifi�e p�ates may be required to rnitigate far HC�C Gondi�ions} 6'MIMMUM TaP W1QTH 2' VARIES 2� �TRANS D73 TYPE G-14R (D�PI'H?(510E 5laPEy 2'M[NIMUM {DEPTH 7t SED�SEOPE} FUNG1'IQNAE EQUIVALENT �ROP tNtE"f SLOTTEL7 CUR6 PQNOIf�G QEP'CH GRAYEI.PAD 6"MNfiMUM ...-�PARI{fNG�R DRIVE A[SLE(TYPy PARKING nR�RIVE Af5lE{7YPJ� wr. � :' �: ,�, � =;f;. :. . . �;::. . � •�� . . . .ti• .' . _•4j' • � 18" 35" •� . ..'. ' • ' . � • MATURE 11EGE'�A1'!�N = ENGlNEEREQ • � , �, � • � �� ;AN�2-3"MUCCH lAYER ' � SOIL ME�IA ' . . . . , , . . . • . . � . .'. : I � •. •'' . ' • � • • ' � �� •.. .;..,. � . ' �_ , �_ 'f�fi� 1 , � � ' .� AERFQRATE�PiPE 7EE SUBDRAIN IMT�[NLET �`-' J RE'fA1HING 4VAl.L 7YPE 1A PER CALI'RRl3S STRNDARQ 83-3 OR ENGINEEREO ALTERi�RTIVE BASEQ aN GEOTECHNIG4L PARAMEfERS While the 18-in�h minimum engineered sviE media depth can be used in same cases, i� is re�ammended tv use 24 inches or a preferred 35 inches tv pro�ide an ade�uafie root zone far th� chosen plant pala�e. Such a design also pro�ides far imprv�ed removal effe�tEveness for nutrients. The r�commended ponding depth inside of a Biaretentivn Faciii�y is 6 inches; measured trom the flat battam surfa�e to the top �f�he wa�er surfaCe as shown in Figure 1. BeCause this BMP �s fil�ed with an engineered soil media, pore space in the soil and gra�el layer is assumed tv provide sfiorage �o�ume. Hvwe�er, severaE �onsiderations must be nated: • Surcharge starage abo�e the sail surface {6 inches} is important to assure that design flows d❑ not bypass the gMP when runoff ex�eeds the svil's absorp�ivn rate. • In cases where the Biaretention Facility contains engineered soil media deeper than 36 inches, the pore space within the enginee�ed soil media can only be caunted to the 36-- inch depth. ■ A maximum vf 30 percent pore space can be used for fihe soil media wher�as a __ maximum of 40 percent pore space �an be use far the gra�el [ayet�. ,. �� Ri�erside Cotrrtty-Lotiv L�rpacl Develapnrent BMP Desigra Handbook rev.212012 Page 2 Figure 1: Standard Layout for a Bioretent'ton Facility Bx�RETENTZQN FACILITY BMP FACT SHEET � Engineered 5vi[ Media Requirements - The engineered soil media shall be camprised of 85 percent mine�al �vmpanent and 15 percent organic companent, by volume, drum mixed prior to placement. The minera! camponent shalE be a C[ass A sandy loam tapsoil that meets the range specified in Table 1 belaw. The organic component shall be nitrogen stabilized composti, such that nitrogen daes not leach from the media. Table 1: Minera[ Component Range Requirements '- ' . � t �o-$o s��d 15-2n 5ilt 5-1� Clay The trip ti�ket, or certificate o� campliance, shall be made available tv the inspector to pro�e the engineered mix meets�his specifi�ati�n. Vegetation Requirements Vegetative caver is important to minimize erosian and ensure that treatment occurs in �he Bivretention �acility. The area should be designed for at least 7� per�ent mature c��erag� throughout the Bioretention �aci[ity. Ta pre�ent the BMP from being used as walkways, Bioretentian Facilities shafl be pfanted with a combinatian ❑� small trees, densefy p[anted shrubs, and natura! grasses. Grasses shall be nat��e or ornamental; preferab�y ones that do nat need to be mowed. The appli�ation af�ertilizers and pesticides shvuld be minimal. Tv maintain �_. oxygen le�els �For the �egetation and promote bivdegradation, it is important that �ege�ation not be completely submerged for any extended period of time. There€ore, a maximum af 6 inches a�ponded water shall be used �n the design to �nsure that plants within the Bioretention Facility remain healthy. A 2 ta 3-inch layer of standard shredded aged hardwood mulch shall be placed as the top layer inside the Biaretention �acifity. The 6-inch panding depth shown in Figure 1 abvve shall be measured from �he top surface of the 2 to 3-inch mulch layer. Curb Cuts To allaw water to flow infio the Biaretention �acility, 1-faot-w�de �minimum} curb cuts shaufd be p�aced approxima�e�y every 1Q feet around the perimeter of the Bioretention Fa�ility. �igure Z shaws a curb cut in a Bioretention �acility. Curb cut flow lines mus� be at vr abo�e the V�MP wa�er surtace le�el. � � For more infarmatian an coinpast,�isit the US Compasting Counci�website at:http:llcompostin��oun�il.or�l Riverside Corr�ry-Lotiv�rnpact Develop»�ent BMP Design Handbaak rev.212Q12 Page 3 BZURETENTI�N FACILITY$MP FACT SHEET �� +,�i�,�s; _._ . ._..._..__. ...-- , ; { Y r � ' �� +,. E�; 'tM� `•::'v;,�.. , Rr,{ $ ;ib� . �` _ . .: _ - . . .. . F !?r.. .__..-��.. '�r..�.. .......... �igure�:Curh Cut located in a Bioretention Facility To reduce erasion, a gra�el pad sha[I be pfaced , ,�K at each inlet paint t❑ the Bioretention �acili�ty. ��"` ����^ The gra�e! shauld be 1- to 1.5-inch diameter in size. The gra�el shouEd a�erlap the curb cut ���T�, opening a minimum of 6 inches. The gra�el pad inside the Bioretention Facility shauld be �Eush with the finished surface afi the curb cut and � � �xtend to th� botfiom af the slope. a� In addi�tion, place an apron ❑f stone or c�ncrete, �� a foot square �r larger, inside ea�h inlet to '� pre�ent �egetation from growing up and � blvcking the inlet. 5ee Figure 3. Figure 3:Apron lo�ated in a Biarefiention Facility Terrac�ng the l.andscaped F�lter Basin !t is recommended that 6ivretention Fa�ilities be �e�e[. In the even� the facility site slopes and lacks praper design, water would �ifl the lowest point of the 6MP and then discharge fram the basin without being treated. To ensure tha� fihe water wii[ be hefd wi�hin the 6ioretentian Facili�y on sfoped sites, the BMP must be terraced with nonporous �heck dams �o pro�ide the required starage and treatment capaci�y. The ferraced �ersion vf this BMP sha[I be used on non-flat sites with no more than a 3 percent slope. The surcharge dep�h cannofi exceed 0.5 feet, and side slopes shall nofi exceed 4:1. Table 2 below sh�ws fihe spacing of the check dams, and slapes shall be raunded up �i.e., 2.5 percent s[ope shall use 1�' spacing�or check dams}. . Tahle 7:Check Dam Spacing . � . 51ope 5pacing 1% 25' z% 35' � 3% .�0' Riverside Corrnty-Lo�v Impact Develnpnaerr�BMP Desrgn�Ia�dbook rev.212012 P age 4 BY�RETENTI�N FACILZTY SMP FACT SHEET � Roof Runaff Rao�F downspouts may be directed towards Bioretention �aci�ities. Howe�er, the downspauts must discharge onto a concrete splash bfock ta protect�he Biore'�ention �aci[ity�Fram erosion. Retaining Walls It is recommended that Retaining Wall Type 1A, per Caltrans 5tandard B3--3 ar equi�alent, be constructed around the entire perimete� af the Bioretention Faciiity. This practice will pro�ect th� sides of the Bioretention Facility fram collapsing during construction and maintenance or �rom high ser�ice loads adja�ent to the BMP. 1Nhere such ser�ice loads wvuld nvt ex�st adja�ent ta the BMP, an engineered alternative may be used if signed by a licensed ci�il engineer. Side 5lope Requirements Bioreferrfion Facilrt�ies Requirfng Side Stopes The design should assure that the Bior�tention Facilifiy does not present a tripping hazard, Bioretention Facilities propased near pedestrian areas, such as areas para�lel fio par[�ing spaces or along a walkway, must ha�e a gentle slope t❑ the bottom of�he facility. Side slopes inside of a Bivretention Facili�y shali be 4:1. A typical cross section for the Bioretention Fa�i[ity is shown in �igure 1. Biaretention Facrlitles Nnt Requlring Side Slopes �� Where cars park perpendicular ta the Bioretention �acifity, s�de slvpes are nofi required. A 6- �__,, inch maximum drop may be used, and the Bioretention Facility must be p[anted with trees and shrubs t❑ pre�ent pedestrian access. En fihis case, a curb is not placed araund the 6iaretention Facif ity, but wheel s�ops shall be used to pre�ent �ehi�les �rom entering the Bioreten�ian Facili�y, as shown in �igure 4. VAR!E5 2'It+11NIMLlh7 CAL'fRANS D73 TYPE G-1 QFk FUNGT��NAL EQU[VALENY DR�P INLET 4'�NEELST�P tA5 NEEDED� PQNQING DEP7H •W:fNEELSTDP{,45 HEE�ED} 6"MAKI MUh9 PARICING�7YP PARKIN6{ZYP} � � , . • • . . . ' ' . , - ..t. .�; • ' ' • ��MATl�RE VEGEI'A71 ON � 18"-36" - ' � ' � .AhiD Z-3"MULCH LAYER � � ENGII�lEERED �"' - • , � . • . •2' � i S�ILMED[A ;• . : � • . • ' .. . . , i � F: • '. ' �,',- � ' ', .. � ' • � ' , . • - ' 'f i L — e •�� •• 1 1� �' i :• •��•�' r.� � �1 R�i'A�NI�1G 4VALL TYPE 1A PER � 6"PERFORATED PI PE TI�5U8aRAI N � �"'� CAL"�FtAHS S'CRNDAR�63-3 QR IMD INLET �NGINEERED ALTERNATIVE BASE❑ ON GEO7ECHNICAL PAR�4MEfERS � Riversrds Cotrr�ty-�,otiv I�rapacl Development ENIP Desigrr Hartd6aok rev.21.2D1.2 Page 5 BIURETENTZQN FACILITY BMP FACT SHEET �� Planter 6axes � __� Bioretention Facilities can also be placed aho�e ground as planter baxes. Planter boxes must have a minimum width o� 2 fee�, a maximum surcharge dep�h o� 6 in�hes, and no side slopes are ne�essary. P�anter boxes must be canstructed s❑ as to ensure that the top surface ❑f the engineered soil media will remain fe�el. This optivn may be canstructed o� concrete, brick, stvne or ather s�able materials that will nat warp vr bend. Chemically treated wvod ar gal�anized steel, which has the ability fio contaminate stormwa�er, should nat be used. Planter bvxes must be lined with an impermeable liner on a�l sides, inc[uding the battom. Due �❑ the impermeable finer, the inside bo�t�om of the planter box sha�f be designed and constru�ted with a cross fall, directing treated flows within the subdrain �ayer toward the point where subdrain exits the planter box, and subdrains shall be ❑riented wi�h drain hvles oriented down. These pro�isions will help a�oid excessi�e stagnant water within the gravel underdrain lay�r. 5imilar �a the in�ground Bioreten�ion Fa�ility �ersians, this 6MP benefits from healthy plan�s and bio[ogical acti�ity in the rvat zone. P[anter boxes shoufd be plan�ed with appropriately se[ected �egetation. -_�� ��.... , '���:�. t . .-� � � '; _ i ..x `� •�•-J. � � . i � � 1,�'�� �'i w} � g �� � �. �r� ,: � �� _ �,..,.�— T- ^.��" �- ��-i,:?• �;�J'.r d'��,,,_ •.,r�,'. , ,.�� . t._.�'d ...�M._..:..._.__.1 Figure 5: Planter Bnx 5ource:LA Team�ffart ❑verflow An ��erflow rou�e is needed in the Bioretention Facility design to bypass stared runoff frvm sfiorm e��nts larger than VgMP or in the e��nt of facifity or subdrain clogging. ��erf[ow systems mus� connect to an a�ceptable discharge pvint, su�h as a dawnstream con�eyance system as shown in Figure 1 and Figure 4. The inlet ta the o�erflow structure shall be e[eWated inside �he Bio�-etention Facility to he flush with the ponding surface far the design cap�ure �alume 4VBM�} as shnwn in Figure 4. This will alfor►v the design capture �o�ume to be fufly treafed by the Biaretention Facili�y, and far larger e�ents ta safely be con�eyed ta downstream systems. The over-�Flaw infet shall not be l�cated in the entrance of a Bioretentivn Fa�ifity, as shawn in Figure 6. � Riverside Caunty-Lotiv Inapact I3evelap�te�!BMP Design Harrd600k rev..�12012 Page 6 B��RETENTIQN FACIL�TY BMP FACT SHEET � Underdrain Gra�eE and Pipes - ' An underdrain gra�el layer and pipes shall be pro�ided in accordance wi�h Appendix B— L]nderdrains. , _. . . . ---_..T_._ ....�__ �• . ; � , S J� �' f. i.. � . I i` . . f i �� r S." w• •; r '_y`�„ ••.!'�• 'C=�Y.'y. Swr�`r � l�`t-�i�:_y . - .y:a•___i� 4y, � �. '�J, 'r'.. : :.�_ �g E• v,x.. � `t: 4 r�''_..F.A. ' : . . . . _ . . ... � �. . i �h• ..��/��. . � ; •:� i i' ` .' . . ... T • .•. ,.�i' '" � f ��Y_.. f. .. . —_......� Figure 5: Incorrect Placement of an D�erflow Inlet. Inspection and Maintenance 5chedule r� The Bioretention Fa�ility area shalf be inspected for erosion, dead �egeta�ion, soggy soils, or ��`-� standing water. The use af fertilizers and pes�ic�des on the plants inside the Biarefen�ian Faciiity should be minimized. . ► � Keep adja�ent Zandscape ar�as maintained. Remo�e clippings fram landscap� maintenance acti�ifiies. • Remo�e trash and debris ��g��pg • Replace damaged grass andJor plants • Replace surFac� mulch layer as needed to maintain a Z-3 inch soif co�e r. Aft�r Storm e�ents • Inspect areas for ponding Annually • lnspect�clean in(ets and outle�s � Riverside Cozrnty-Lotiv lmpact Develapment BMP Design Handbaok rev.21201� Page 7 �� Bioretention Facili�� Desi�n Prvicedure 1� Enfie.r the area fiributary, AT,to the Biaretention FaciEity. . Z} Enter the Design Volume, VgMp, defiermined fram 5ec�ian 2.7. af this Handbook. 3� Se�ec��he type ❑f design used. There are two types of Bioretention Fa�ility designs: �he standard design used for most project sites thafi include side slopes, and the modified design used when the 6MP is located perpendicular to the parking spaces ar with planter boxes�hat do not use side slopes. 4� Enter �he depth of the engineered soil media, ds. The minimum depth for the engin�ered soil media can be 18' in fimited cases, but it is recommended to use 24' or a preferred 36' to pra�ide an adequate roat zane for�he chosen p�ant palette. Eng�neered soil media deeper�han 36' will only ge�credit far the pore space in the�irst 35'. 5} Enter the top width of the 6ivretentian Facil�ty. 6} Calculate �he fiotal ef�Fec�i�e depth, dE, within the Bioretention Facility. The maximum allowable pore space of the s�il media is 3�% while the maximum allowab[e pore space for fihe gravel iayer is 40%. Gra�el layer deeper than 12' wi[[ anly get credit for the pore �`� space in the first 12'. ��T 4�p LVT-8dp 4dp . , ':: .. . ( �` �1 .. : =` ': � . • � � � clP � .. . - -• . =, •'• • • • • �'.'.; • ' . ;���. �S ' � , _.;• �;��. :..: • � ','• • - . . . . . . • • . , • •„ . . . • _ . • �• �, , . . . . . , , . . . .'.;��...� .� . •� . . ' ' •'� .•• • � . , ' � . . • . � j ,r•' (� .•� �• � ,• •••• • '•. . % � ; �. +':',�1.:���; .�r r:��� .,. • ' . • . • , • ," . •' �S .,� �•�• �. , • • _ ,:Engineered.5oil media t+�ith 3�°Io pore space� .. � . �• , � .:�; ''• r. . , , ,+-, , , - • _ • r � • . �:. ,r vv ��e. ,f�► ;;•:,*'.•`';; 1� l 11�1'�t1!. ... ... iti�1�11 ...r� :��_,. •,.� ' .; • : �,•r: �;' '���� '`�'' ''+: �r � :�• a. �or the design with sid� slopes the fvllvwing equation sha[1 be used tv determine the fotal effecti�e depth. Where, dP is the depth o�ponding within�he basin. 0.3 x C�wT(��} x ds(ft}� + 4�dP(ft���� + �.4 x 1�ft} + dP��t}�4dP�f�} + �wT�ft) -- 8dP�ft}�� dE�f t} wT�ft} . This abo�e equation can be simp[ified if the maximum ponding depth of 0.5' is used. The equa�ion belaw is used on the warksheet to find �he minimum area re�uired for the Bivretention Faci[ity: - d��ft} = (�.3 x ds�ft} + �.4 x 1[ft}) — ��7 ���Z� + �.5�ft} � �T Cft) 12iverside Coarnty-La�v Inapact Develapmen!BMP Design Handbook rev..21.2�12 Page S �� - b. For the design without side slvpes �he follawing equation shall be used ta determine the tatal effeG�i�e depth: dE�ft} � dp�ft] + [�0.3} x ds(ft} + (Q.4} x 1(ft}] The e�uation below, using the maximum ponding depth af �.5', is used on the wor�Cshee�to find the minimum area requir�ed for the Biare�entivn Facility: dE���� � �.5 �ft} + ��0.3} x d5�ft) + ��.4} x 1�ft)� 7} Cafculate the minimum sur�ace area, AM, required for the Bioretention Facility. This does not in�lude the curb sur�-ounding the Bi�retentivn Faci[ifiy or side slopes. AM r ftz� � VBMF���3� � dE ��) 8} �nter the propased surface area. This area shall not be less than �he minimum required surface area. 9� Verify that s�de slopes are no steeper than 4:1 in �he standard design, and are nat _� requ�red in the modified design. � � 10� Pra�ide the diameter, minimum 6 inches, af fihe perforated underdrain used in the Bioretention Facility. 5ee Appendix 6 for speci�ic in�vrmation regarding per�arafied pipes. 11} Pro�ide �he slvpe vf fihe site around the Biore�ention Facility, if used. The maximum slope is 3 percent for a standard d�sign. 1�] Prv�ide the check dam spacing, if the site around the Bivreten�ion Facility is sloped. 13� Descri�e the �egetation used within fhe Biarefien�ian Fa�ility. �_� Riversrde Cairnly-Loiv Ir�apacl Develapment�MP Design Harad600k rev.21201� P age 9 ��� References UsQd to De�e��p this Fact Sheet �` - � Anderson, Dale V. "Lands�aped Fi�ter Basin 5oil Requirements." Ri�erside, May 2�1�. California Department of Transportation. CalTrans Standard P[ans. 15 September Z0�5. May 2oso�http:/�www.dot.ca.go��hq�esc�ve�project�plans�HTM/sfidpins-met-new99.htm�. Camp Dresser and McKee [nc.; Larry Walker Assvciates. �alifornia Stormwafier Best Mana�ement Practice Handbook for New De�elopment and Rede�elopment. California S�ormwater Quality Assaciafiion �CASQA}, zpp4. Contra Costa Clean Water Program. Starmwater Qua[ity Requirements for De�e�opment AppliCations. 3rd Edition. Contra C�sta, zoo6. County of Los Angeles Pubfic Vllvrks. 5tarmwater Best Mana�eme,nt.Pra�fiice ❑esi�n and Maintenance Manual. Los Angeles, 20�9. Kim, Hunho, Eri�A. Seagren and Allen P. Da�is. "Enginee�ed Bivrefenfiivn for Remo�al of Nitrate from S�ormwater Runoff." Water En�ironment Research 75.4 �2�03�: 355-366. LA Team E�FFor�. LA Team Eff�rt: FREE Planter Boxes for Busines�es. 2 Na�ember 20Q9. May �, 201��http:�/lateameffort.bl�gspot.com/2��9�11�free-planter-baxes-for-businesses-est.htmf�. � } - Mon�gomery Caunty Maryland ❑epartment of Permitting Ser�ices Wa�er Resources Section. 6ivfiltration [BF}. Montgomery Cvunty, 20Q5. Pragram, Ventura Coun�ywide S�vrmwater Qua[ity Management. Te�hnical Guidance Manuai �vr Stormwater CZualitv Controf Measures. Ventura, ���2. lJni�ed States En�ironmental Protectian Agency. 5�orm INafier Technola Fact Sheet 6ivretention. Washington D.C, 1999. Urban Drainage and Fiood Cvntrvl District. Urban Storm Draina�e Criteria Manual Volume 3 � Best Mana�ement Practices. Val. 3. Den�er, 2�D8. 3 �ols. �rbonas, gen R. Stormwater Sand Fiiter Sizin�and Desi�n:A Unit Operations Approach. ❑enWer: Urhan ❑rainage and �lood Control District, 2�02. �� . Riversrde Cairraty-Lo�v Inapac!Develvp�raent BMP Desigra Handbaok rev.212012 Page 1� �1Va�er Quali�ty Management P�an(�IVQMP] rohn Hine Suharu Sei��ice and Parts Center ��� . . . . Appendix 7: Hydromod�f�catEon 5upparting Detcri!Relating to compliance with�the HN1P Performance Standards N�T APPLICABLE PR�JE�T �S EXEIIJ�PT PER TABLE A.� . �� r '. � V1later Quality Management Plan��IVQMP� john Hine Subaru Sei•�ice and Par�s Center �� - -- � Appendix �: Saurce Control PQllutont Sources/5nurce Caratrol Checklist� ��� . � � a �, � � � � � � � � �� w � a � ��' � � c .� � a� s.. ^" cn � +, .a � � � � � � � � � � C � � � C t,u'. � �4� � r�i, C C� � � � 7� d � � w' a p C cc �� G w � � �� � a] c�d J 7 '�+ : � +' eC v 'C Q � � c� 7� C.� C C o C f T" � E C U � � ,C r��i ,�"„ C� r-+ v� � m � ` w � a � � .� A x � 'O C a] �� � C 14 "� C s.. w' o r. � ,� ,�,, o G� a� s• �.+ ;� G-� p,i v .. �` O ,1 +�+ � L, � ..r"' .� � '^" eC bA Q O � � � J � � '� r� ee � c °'er � '_' 'a � � r� � a � a � � '" p `Y"� � � cF� � a .. � a-a a a` a •a � � � � ^: U " O'.� o � � � � " � � C � � C r-' i. .. v�i .G! 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U � A I� + G � � W W d � �� F � � � � � � � W �.. �. bn � o a � � ,� +� �' � � � � � � � � � � a� a = � � � � � ; � _ � � r� '� �'�"' �� � r ti.. a1 7 e�C � � C" � � � r�i� j � ^ ++ Q: +�+ '� � cc � � ,� C Q q� �. p a� a'� � � � � � .= � U �� ^ � Ifii O�] i'" rn V7 � � "CS "�'" ..1 � � � '° 0"��, � ° � c � d' � C �� � � � y 3 .r..� .0 0+ � � rn 7,"'� r,,, a� C *' � a � i "o � � r'�i, °' a 'cc � N �� y � � ^� CC pv7j � � CC y '❑ di L� � C7. � i.� � bE} b.A IA Cp ~ a�i �"'��' CL.~ � �C ,.��C � � � � � � � � �� � U � � � � *.+ y„� a,�„ C D � � v� m � U] � G 4.. a� C.7 cr "G ee � o � � z d � � c°a a�r Y v � ts _ � e � v O � � o y `' L � N y Z v W � i � F O C V � W 0 La � � � e � � ti e ~ � � �1 � ' � � a � - � � o � _ N a o z o�r 3 � 0 J � � N � ,m c d � i R R W N C O �, = v a � ~ c e�r � � a � � � � � � m .� , ,� ,.. : o `� �; J F � _ � � � � � •� � !a V � � � N � � W � y a �= a � Q � '� A" rG H �' C � � � W a .�: � �r W = d � F � � � o �1Vater Quality Management Plan��VQMP� John Hin�Subaru Seivice and Parts Cen�er �� A end�x 9: � M pp � aperation and Ma�ntenance Plan and Documentatian of Firrance, Nlaint�enance and Recorrling Mechanlsms � � � �', �J � ` ' N RECdRDI G REQ[]ESTED BY. ���� ����r�s�bd �A,�� �o. �1_� - - _- ..-�______.--- -- - �Pr�perEy flwner's Name} �]����,������ � `�`� t � AND 1NHEN RECE]RDED 1111A[L TO: gi��g�z0�7 8��5� �� ���: � ��.am • Page 1 of 15 !�� Q !�]�/ r'C J d�r+-- Recordec! �tn Officiai Reaarcis �.p Countiy �f R.ivers�de �{17 �Properky Owner's Mai[ing Address} Peter �i�a„a .`� Rssessor-County Clerk-k�ecard�ri ��v �:� a �� �a a� � f�' ` f , � —��` — — � ��I�i�:����� �r ! i ������ �����I� R A Exam: 1a� Page pA ACDR Mlsc Long RFQ ist Pg Adtl pg Cert C� 51ZE NCDR 5MF HCHG 7: SPACE ABC7VE TH15 LINE FDR RECDRDER'S USE �Eco��rNG oF � �� � 1NATER �U�1L�TY MANAGEI�IlENT PLAN 4PERAT�C�h� AND MA�NTENANGE AGREEl1l1ENT FC�R Temecula Sc�baru �Narne of Pro�ec�} 42074 DLR Dri�e Temecula, CA 9Z59� (Aa�afress or Tracf N1aplLoi� No.] Parcel E af L.vt Line Adjustmen�Nv. PA 03-�G5T, Recarded August 20,2�D4 as Instr�ament Na. 20D4-gfiG�745❑f C]ificial Recards af Ri�erside CvUr�fy,Cal9farnia � Page 1 � DDC#2��7-0�227'B� Page 2 of 15 �' VUater Qualit Mana emQnt Plan Operation and_Maintenance Aqreement Rraperty Qwner Name: �J.H.�[-1-R1-�fFR511"}F I ANr]CC] f I C' ,,,,,,,_, Property awner Niailing Addr�ss: �545 Camina Def Rio South 5an ❑ie ❑Ca 92'!D8 Pro�ecfi Address ar Lacation: 42074 DLR Dri�e Temecu[a CA 9259� Projec#'s Assessor Parcel Number: 92� 730 q46-0 This �peration and Maintenance Agreemenf �Agreement} is made in The Ciiy of Teme�ula �City}, a municipaE agency, locafed in #�e Cvunty of Riverside,, 5tate of California, by �inse�t praperty owner� JHGH R�VERS�DE LAN❑C�L�C ��wr�er},this �inser�day} �s a€{insert mor�th and year} .1c�r��20�6 ; WHEREAS, the Owner owns real prope�ty �Property} as described in Exhihit "A" and depicted in Exhi�it "B", each of whi�h exhibit is attac�ted hereta and inc�rparated by reterence, and has proposed that the Property be developed in accardance with gavernmental approva[s issued by #he City and other agencies having jurisdiction over �� the Property; WHEREAS, at the time of initial appra�ai of the development project �Pro�ect} knvwr� as �inser� name of project} T�mecula Subaru within the Pr�perty, t�e City required the Projec# ta generate a Water Quality Management P�an �WQMP�. The VIIQMP describes haw t�e Project proposes t❑ remove polfutants and minimize any adverse impacts from t�e discharge of storm water and non-storm water runo�f generated as a r�suEt of the Project, and includes struc�ura[ and non-structural #reatment devices, also known as "Best Mar�agement Practices" �BMPs7, that will be canstr�cted, vr installed, or imp[emented for this purpose. The precise ia�ation[s} of these gMPs are depicted in the WQMP, on file with the Gity; U1rHEREAS, the Owner signed and certified�he 1NQMP ar�d accepted th� requirement to rovtinely inspect, c�ean, maintain, repair, recons�rt��t, and rep[a�e the BMPs associated wit�t�e Project in order to retain their origina! intent ar�d effecti�eness; WHEREAS, this Agreement is transferable onta subseq�ent owners, heirs, executars, administratars, representati�es, and assigns �GoIlecti�efy "SLICCE55D1'S"} of this Praperty, Project, and all assaciated BMPs; 1NHEREAS,the Dwner and 5uccessors are aware fhat such ❑peratian and maintenance requ9rements are in accardance with, and enforceable Under, the City's Municipal Code and State and Federa� en�ironmentaf �aws regu�ating�he discharge of poIlutants in storm water ar�d non-stormwater r�naff, and may als❑ require compliance with Local, State, and Federai Iaws and regulations pertaining to confined space entry and waste disposal methods ir�effect at the time such maintenance occurs; , � Page 2 DOC#2�1?-0022750 Page 3 of 15 , '. N�1N THEREFaRE, the Owner and Successars shall be sublect ta the follawing canditions: '[. This Agreement shall be recorded in #he �ffice of the Recorder of Ri�erside CaUnty, Ca[ifvrnia, at�he expense of the �wner and shal! constitute natice ta the Qwner and all Successors of the title to said Proper�y of the obligations required by this Agreemenf. This Agreement shall alsa be accompanied by a copy ot an `Qperatian and Mainter�ance Manual', inciuded in Exhibit "C", pro�iding detailed instructions vn how and wf�en each treatment BMP proposed for construction, or installation, or implementation must be ir�sp�cted, �leaned, maintained, repaired, recanstructed, and repfaced, if necessary, �collecti�ely "Maintained"} in vrder to re�ain fheir ariginal intent and effectiveness. �. Qwner�hall, at their so�e cos�, expense, and �iability, routine�y maintain all BMPs in a manner assuring peak pe�formanGe at ai1 times without request or demand from the City ❑r other agency. A[I reasonable precautions shalE be exercised in the remoWa! of any material�s} from the BMPs and the uftimate disposal o� the material�s} in a manner�onsistent with all relevant Iaws and regulativns in ef�ect at the time af the �ecarding flf this Agreement. As may be requested from time ta time by the City, the Owner shaEI provide the City with documentatian identifyi�g the inspections, maintenance acti�ities, material�s} and quantity�ies} remv�ed, and dispasal destina�ions. 3. Owner hereby provides the City cvmp�ete access at any#ime and�of any duration during business hours to the BMPs, their immediat� viGinity, and af1 legally accessible areas draining to #hem upon reasvnable noti�e, ar in case af � emergency as determined by the City without advance n�tice, for the purpose of inspecting the BMPs andlar sampling runaff into and�ar fram #hs BMPs. The City sha[I make e�ery effort to minimize interfer�nce with the �wner's use of the Proper�y during these ir�spe�tions and sampling acti�ities. 4. In the e�Ent the flwner fails to accompIish �he necessary ❑peration and maintenance ❑bligations required by this Agreement, the awner hereby authori�es the City t� perform any maintenance necessary to restore the BMPs to their arigina� intent and effectiveness. Owner sha[[ reim�urse all expenses associated with �he City's maintenance actiWities to the City, including administratir�e c�sts, attorney fees, and int�rest thereon a� the maximum rate authorized hy the Gi�il Code. The City may afsv apt to use t�e proceeds from� any securities posted for the proje�t, or place a lien on the Property in such amount a� wi�l f�l[y reimburse the City, to pay �or such maintenance in order ta guarantee the�antinued performar�ce v�the BMPs. 5. �wner shall notify any staccessor to title flf a�1 or part o� the Proper�y abou� the existence af this Agre�ment and pravide s�ach nvtice and a capy of this Agreement priar fo such Successor ❑btaining an interest in all or part of the Proper�y. �� Page 3 fr� e .�i�.�a . �r. • •i ❑OL.+Yt'LV I!—UDLLIUV Pf Gig�`i'0� IJ � \ ; iN WiTNE5S THEREdF,the�rnrner her�tfl a#fixes t�eir sigi�a#ure as af the date flrst written above. OWNER'�: OWHE1�2�if mor.e than one owner]: JHCH RfVERS1DE I,.AN❑C LLC Name Name SI re 5ignature . RESIDENT � Tit�e T�tle . A no#�ry acknowledg�mer�t is required fQr rscardatlan�attach approprtate acknowle�geme�t�. �_\ . � � _ -. ..__.._____. page 4 �� � � }�. • r , . . ooc#za�7-oo2�7sa P�g��at�� � �' GALIFURNIA ALL�PURPOSE ACKNpWLEaGMENT C[V1L CODE§�'C89 A notary public or ot}�er afficer comple#ing this certifi�ate verifies anfy the identity of the individual who signed the �ocument ta w�lch this�ertificate is at�a�hed,and not th�truthfulness,accuracy,or validity of that doc�ment. S#ate af Califarr�ia ) C�u nty af �' N ��* } �n �� � C�Y- �d I 7 before mE, ��i Z.lc_r,rr�-� ��S Q�4-1�i4�'+-. I+�7'A��?..�AU dG��, Date Flere Inser[�Name and Trtle af fhe Of�rcer personalfy appeared __�: ��-f� ��.�/�� � .. ,_ Name(s)of Srgner{s� � who pro�ed tv me on the basis vf satisfaGtory evidenc� to be the persan(s} whose name�s� islare su�s�ribed to the wi#hin instrument and acknowledged to me tl�at h�lshelt�ey exec�ated the same in hisl�-ierlt�eir authorized capacity�ies�,and that hy hislherlth�ir signature(s�on the ins#rument t�e��rson(s}, or the en�ity upon b�half of which the person�s]acted, execu�ed�he instrument. i certify under PENALTY OF PERJ�RY under the laws of the State of Califiarnia ti�at the fvr�gaing paragraph . _ is true and carrect. � SUxAN�iE ABRAHAM WITNESS my hand ar�d affi�ial seaf. Nntacy pu�lic-Califarnia x Q �s' San Uiega County z �� CammisSiun�2S5TD3� i 5ignatura �+-+--�-�� �^-�. M Comm.Ex Ires Jul 15,���0 5igna�ure of Nofary Public Place lVvtary Sea!Rbo�e OPTIONAL ThougFr this sec�iorr rs optrvnal, cvmpleting this infvrmatian can deter alteration of the document vr fraudulent rea�ta�hment of thrs�farm to an unrnfend�d dacument. Description of Attached Document Title ❑r Typ� of Do�umer�t:���- ��1L17�]�`'t� •+�.r Gk,� Qa�ument �at�: , ����- .��I� ,� Number of Pages; Sign�r�s� �ther T�an Named A�Oo�e: Capacity�iesj Cjaimed hy Signer{s} Sign�r's Name: Signer's Name: ❑Carparate�fficer -- Title{s�: ❑Cvrporate Dfficer—Title�s): ❑Partner-- ❑Limited ❑General ❑Partner -- ❑Limited ❑Generaf ❑jndividua� ❑Attarney in Fact ❑Indi�iduaf ❑Attorney in Fact ❑Trustee ❑Gtaardian or Conservator ❑Trustee ❑Guardian or Cons�rvatvr ❑Qth�r: ❑ []ther: 5�gn�r!s RePresenting: Signer Is Reprasenting, D2Di�Natianaf NQtary Assaciation�www.NativnafNotary.arg•�-BQa-US NQTARY{�-S�D-876-58�7� ltsm#59a7 � - ooc#20��-oo�z76a Pa��s ot�5 � � E�CH I E3lT A Pro�ecf 5ite Address: Eas�and South Sides of DLR Dri�e Citj1 of Temecu[a, CA 9259'f Lega� Descript�on: Parc�� E of Lot Line Adjus�men� No. PA �3-0657, Recarded Augus�20, z�04 as �ns�rument No. 2004�D660745 of�fFicial , Reco�ds af Ri�erside County� �ali�'vrnia. Planning Area: City of Temecula Senrice CommerciaE Land Use Communi�y Name: City of Temecula Deveiopmen# Name: Temecula Subaru Assessor's Parcei No.: 92�-73D-�46 Thomas Bros. Nfap: Page 958, G�id H5 Project'V1latershed: Santa Margari#a Hydrologi�Unif�902.00} Sub�wafiershed: Murrie�a HydralagicArea�902.30}, Murrieta Hydrologic �� Subarea (90�.32} Projec�Si�e 5'rze: 4.73 acres � Standard Zndustrial Classification �51C� Cade: 753, AutomafiWe Repair Shaps. The Jahn Hine Subaru 5ervi�e and Parts Center project is fo�ated along the east and south sides ot DLR Dri�e. Rn existing Jvhn Hine Mazda-5ubaru deajership is adjacen� ta the east side of fhe site and undeWe�aped mass�graded lots are adjacenf to the remaining sides of fihe site. The project proposes to �onstruct a mul�i�le�e[ autvmvtive senrics and parts cen�er building wi�h an ad�acent park�ng lot. A temporar� vehicle in�entory storage area vui[1 also be constructed on the wes�eriy port�on of the parcel. The 4.73 acre si�e has current[y been mass-graded #� a near[y fevel pad with 2:'i slopes along the norfiherly and easferly sides. The projec# runoff wi[I enfier a biar�fen�ion basin along the s4utherly side of the site for vua�er quality treatment. (]utflow fram the bioretention �asin wiIl be directed to an exisfing storm drain sysfem in the adjacent DLR Dri��. ��� D�C#2D17-��22750 Page 7 of�5 � E�H�B�T B �tilI1C,�MP Exh�bits} �� . Page� : �_.� . �QC#201?-�Q227fi� Page 8 af 15 � ,� �,d Z 0 o � �, z � .�. 4� �,i Q W W W � • ~ � � . o a� w Z � o ""�'7ane 1. n ��� Q �� � �y o � i " ���i � °�y Q Q V `-- � � `� CO AQ � �-- � I`��..'s� �` , �� ` � C3 � �I � j �• A � T ^�-� ar � +�,.�;� � � """ ..s., � ll �,��.e'��j' �r� � + � O U a' ���� Q z W •+ � ��i. � �'+ r � r ,,,,■ �� �••�F` f��.;' L � �ti�,,� � r W '�. 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'r' Sae drow�ng M-2 �' ... #13 �#4}� H Elev. shown an plans E f 52mm �6"} �ofh � Y ways �T9mm ti�"} �...�. � -- � unfess shawn ----- 'T""""""'""`"'' 229mm a#herwise ❑n ��»} � j plans �9'}mm P � I ! �.n � ' 1 Ravnded Qipe ends � '�—#�� ���'� 3C I g araun i �� r See drawin D—S1 P P �� Optional �onst� �ion F�ev shown � 1 obove�5n�-{ '"� min � on plbns �2:1 � � � i F TTY�'�� 5lope floar �2:7 �....; � —� � � , Y , towards outlet `�' ^' �� �o�� C_•_B �I �' ��a o F�-� � � C�Y�� f�r�� SECTION A--A SECT�(�N B—B �� 610mm 2� oro#nd {#4} npening A _ _� _W~L- -J., _._i ... _ � � � �-� + �� � 1�7 I I " � � E -- —�.�___��_----�=— � r � �.22m (4') �� P�.AN NOTE: 1. See 5�andard Drawing D—��A & 118 far ad�i�ianaE nates and detQils. 2. Wh�n V exceeds 1.22m �4'� S�E�}5 sh�l! be installed. See 5�ar�ciard Drawing D-1� far detaiis. 3. Expased edges of concrete shall be rour�ded wi�h a radius of 73mm (1/2"}. 4. ConstruGt vp�nings an �oth sides unless otherwise shawn ar� plans. 5, Maintain 38mm (1--1�2") clear spacing b�twaen reinfarcing and surface. ��G�Nd QN P�ANS 6. Ins�a11 25mm �7"} steel pro�ectiar� bar. 7. Qiameter "0" si�alf be 457mm (78"} max, for larger diame�er pipes this =�= drawing m�st be modified. Rev�sion B A roved DQ�e 5AN ��EGQ REGIDNAL STANDARD DRAWING ����M��m BY hf�5AN I}I�GO REG�ONA�S7A4�DARpS COlAMI7T�E OR�GINAL 1Cercheval �� 5 Add Metric 7. Stnnton 63/03 3]dII��D3 r, Reforrnatted 7. 5tonton D4�d6 CATCH BA51N - TYPE F C nirpersnn R.C.E. 19245 �ate �� Edited T. 5tonton �2/09 [}�J���� D�� iVUMB�R Augt�st 2dD9 � ti ❑oc#����-oa�z7sa Pa�� �z of�s � -' x i� T � F- • . .. , • .. • �, ■ rVer�icdl reinfor�ing #13 �#4� � � 457mm (18'"') max. for � � harizo�tol reinfaTcing, see tnble an page D—i 1 B. ■ • 38mm [1--1/2"} Ci�nrance, Ty�, H +r --s-- r--� —�-- .� � 13mm �2"} Typicnl 11'P1CAL B�X SECTI�N � N � r � � 25�4mm {'i�"y � 356mm {�4"} 7 O�mm ��" E � a h � A�proved steei rel�farced �� polypropy�ene step � ��h rr� �J STEP DETAIL N DTES 1. Concrete shafl be 332kg/M—C--22—Mpa {56D--C-3250} un�ess otherwise noted. 2. Reinforcing steel shall cam�ly wi�h this drawing unl�ss otherwise speci�ied. 3. Reinfarcing steel s�all be i�termediate grade defarmed h�rs �anfarming ta �ates�E ASTM speci�icafians. 4. Bends snal[ be in accardance with latest ACI �ode. 5. Minimum s��ic� fength for reinfvrcing shall b� 3�l diameters. 6, F'lavr shall have c� waad trowe� finish ❑nd� excep� where used as junc�ian baxes, shall na�e ❑ minimum slope of 1:12 �toward the o�tlet. 7. Depth V is measure� firam the top of the stru�tcare ta tne flowline af tne box. 8, W�i� thi�kn�ss and reinforc�ng steel required may �e decreased in accardance wif� �able ❑6ove. 9. Wail thickness shal[ be stepped ❑n #he outside of the bax. i�. When the structure de�th V exceeds 9.21 m (4'�, 5��p5 shdl] be cast into t�e wqll at 3B1 mm (�5"} ir�tervais fram 381mm (�5"} abo�e floar �o within 3Q5mm {12"� af �op of stru�t�re. Where passibEe pl�ce steps in wa[i wi�hout pipe opening, atherwise aver apening of smallest diameter. 1�. Altemate s�ep may he an c�ppra�ed steel reinfarced palyP��PY�g�� s��P• 12. Upan appra�ol of #he Agsn�y and the Engineer, as defined by Sectivn fi7�3 of the 6usiness and Professions Code, tY�e use of precast storm structu�-es is ❑ccep�able as an al�kernate ta cast--in—placs. Pracast units shall canform to ASTM standards and be manuf�ctured in a permanent faciiity designed far that purpose. �3, �imensian 'T" shn�l be a minimum of 152mm �6"). ]�F, Typical r�infvr�ement lop shall be 30 times the bar di�me�er minimum. Revision ay Approved ���� 5AN D1EG0 REGI�NAL STANDARD DRAWlNG ��C°�"���n�� ev n-�e sar� n��co REG101VAL 5'TA�+1[3AR�5 C0�li�17'fEE bRIGIHAL Ker�heva! 12/75 Add l�etric �: Stonta� 03/63 f N LE TS A N D C LE A N�U TS 3�or��oo.� Reformatted � 5tnnten �4/d& C ajrperson R.C.�. 79246 �ato � Ed��d 1: 5tonton o2,�9 NDTES AND DETAILS dRAW1NG a�,��A �u���� August 2009 , r �OC#2��?-0022760 Page 13 of 15 � ExH���r c ��peration and Mainfenance Manual} �� Page 1� � � n ❑oc#�a�7-aaz27sa P�ge �4 0��� Water 4uality Management Plar�(WQMP] � ]ohn Hine Suharu Servi�e and Parts Center Summary �3ioretentian�3asi�t The bior�tention basin wi�l be designed in accordance wi�h �he specifications in th.e Ri�verside Flaod Control and VVa#er Conservaf�on Dis�rict's S�pt�mber 2�II, Design .F�'and�ook,far �ow Impact Development Best Ma�ragernent Practices �see Appendix 6 fox sizing}, Bioretention fa�ilities are shallow, vegetated hasins und�rlain by an engineered soil media. H�althy plan�and biological a�tivity in th� root zone maintain and z enew the macra-poxe space in the soil and maxuxuxe plant uptake of pal�utants and runvff.This keeps the BMP from becoming c�ogged and allows moxe of the so��column to funct�on as both a sponge(retaining water)and a h.�igh�y effective and self-mai_ntaining biofilter, According to the CASQA Bioretention da�a. sheet, the primary maintenance requirement for bioretention areas Ys that of znspection and repair Qr repIa�ement of the treatment area's companenfs. Cxenexally, this is similar to the routine periodic maintenance that is renuixed af any landscaped area. Specif caliy, ongoing maint�nance includes keepzng ad3acen� landscape areas maintained,remo�ing clippings fxom Iandscape maintenanc�aGtiviti�s,removing trash and debris, x�placing damaged grass andlor plants,and replacing surfa�e mulch layer as need�d to maintazn a �to 3 inch soii cover.Deb�is,sediment,and other obstructions sha[I be remaved�mmediately fxam - �he ou�.et. A.ftex storm events, �he areas shall b� inspect�d f�r pvnding. Fina].ly, t.he inlets and � outiets shall be inspected and eleaned annually. Plants tha�are apprapriate for the site,climatic,and watexing conditzons should be s��ected for use in the bioretention eell. Appropriately selected plants wi�l aide in reducing fer-tilizer, pesticide, wa�er,and o�exall maintenance requirements.Bioxetentaon system components should blend over time through plant and xoot growth,organic decamposition,and the development of a natural.so�[ horizon, These biologic and physi�al pracess�s o�e�r time wi�l length�n the facilil.y's life span and r�duce the ne�d for ext�nsi�e maintenance,Routine mai.ntenan�e shauld in��ude a biannua�'health evaluation af the �rees and shrubs and subsequent remo�al af any dead or diseased vegetation. Diseased vege#atian shau�d be treated as ne�dcd using pre�enta�i�e and law-toxic measuxes to the extent possible,BMPs ha�e the pofenf�al to create�ery attractiv�habitats fax masquito�s and othe� vectors because of hzghly organio, ❑ften heavi�y vegetated areas mixed with shallow water. Routa.ne inspec�ions for axeas of standing watex within the BMP and c�ne�tzve measur�s to x�stoxe pxoper znfiltration rates are necessary to pr��ent cr�a�ing masquito and other vector habitat. In addition,bioretention BMPs are suscep�ible to invasion by aggressi�e plant spe�xes such as cattails, which inorease the chances of water standing and subsequent �ectoz pxoduction if not routinely maintained. �n ordez to maintain the treatment area's appearance i�may be necessary to pz�zne and w'eed. Fwrtriermo�e, mul.ch rep�acement is suggested when erosion is evident ar when the site hegins to Ivok unattract.ive. Spe�ificaily,the entire area may require mulch replacement every rivo to three y�ars,althaugh spot mulching may be su�'f cient when�here axe random�oid areas.Mulch replac�ment should be done prior to the start of the wet season. �� � h- . ❑aG#Z017-�a227�d Page �5 af 15 Water Quality Management Plan[WQM�'] �� John Hine 5uharv Set•vice and Parts Center �` CASQA estimates b�oxetention�onstruction cas�s ta be$3 to$4 per squaxe foot,and maintenance ' casts to be camparab��ta landscaping mauztena.nce. , + + Keep ad3acent IandScape ar�as rnaintalned.Rema�e clippingsfrorn f��dsrape rnain#ena�ce activities. + Remo�etrash and ciebris Dn�oing �Ep2ace�lama�e�grass and/or�lants . • Rep�ace surf'ac�rnu�ch layer as n�eded to maEntain a 2-3 inch s�iI CpII��. After storm avents + fns ecE areas�or ondin Annua[fy • fnspectjclean in[�ts and outl�ts Maintenance Summaty Tahle � ` 1 � �," a "�� s � '�� .:�Y�1i�ii �F �.'� i. �.• .�w�i i � : ��� %r � . rR�•{:3�.I:�` L�:'�! '!��.�i:.��c, w •M�!Y.t'���-�nri�r.r�v�v.,r fw�y'I`�+�aa-.w.r-_.wre. M I�a.-ra.w�wAwvn.w•..:�iW'{ew�•�wyr� �r,�ep;ei►wrc:�n:•:tk� ���1�:.!'nl;�>.�.'�it��}�ii�}#�r��i.�:}l�i::��p�iF,i���i��S'�'`�i� ����k'�_rr..{.�y�*ry���. ����it:j3+',`}'�.� S:I�•�i�I�r.i��{:3;n'i.� �`�.fi{��v��i'�'r��.'��� � �E'.`i �1 � 3' #Y.�r �� ,, �c ������.:sks�: ,t;i:�t;y�:a�F i:'aC3E't�... ..._�... gr i ' a� g y `+`��� �#'�ik�:i�9�;'fi!?`i:'`.i3`fw�t3�'})If�il Sl." s `� �., + =T' •i $'.;I#"•%,'Y� y�.; ' • .��i�'�t5�;i?sil.±}'��:��J°.� �� � ., s wt " .:'. r� a....w �p, � �1.; �►� � 'i�y'y.� L;..' Y� •iry� � d�r � �� �'� �". � ��� � rl� �'�r'*��.� � � '�� � ;•. +"� � �� ys"'� ti'-,�w 'I3`+�:��Y '�'i���r ���:;��.�• r,;�•ra•..,�; � � �Ji.C,..Y�� A � `�:.r��� .:.«.�:..-��"`���;���; f�"�`'��f'b.t:�?•��;,'s�?:�,4��?[z.4!4?+1'a?3�:1 � ; Y��7sM�.:.� � ��,�a��r�i L�S nF� S ij �1�prxtilc--.A:.'�� ^ � �n.....-..... �..�•.�-•.�.a.��-.... . •.a.��.•..�. ..wa.r.�:w+�r++�...-�....w��.-.°t��.5 el�:�C��J�Y.�:�'�r. r,�r�r••�i:�-`':�;.r.,... ..,� �rr��.. �n,..w�.� }• i.� }�}�i�lt�j rr ���` :'��i'° ��:�!��'';�;�;`3.� � , �� �IVater Quality Management Plan[�111'Q,MP] John Hine Subaru Ser�ice and Farts Center � . . . - -�� Appendix 1�: Edueat�onal Mater�als BN1P Fact Shee�s,N1a�ni�eraarace Guideliraes and�#�her Fnd-LJs�r l3MP lnfarmation _ � �_�J � �.. �:;;.. � � �;:-. ;; l � _ � .2,�:;`�¢�;. ... ;} ��j .:at� :d ..�p�,. �4= ' ' :.� : ��: �.� � - �' �,� '���� :.. d:�,. ��=� � L� S • . . Fa. a ''� " `'�. `r'_';' }�y�, ��; s:�'; "TM �:�i:r'� . '�s � �1�•�.i'.�•C'� � ..:....:ry�. .r��ffYG+�'.. C. 7P-�i '�d� . .�� �.�f��7.., ' '�•W�6�. . .t7.. �a'! :.- '�'�' _ _ ;.i• •,'..� :.: ^ ::� _.....-r�.._--.,=.r.,. .:r. .���:�a. '� - ..-. k�[,` . ' _. .. .. ���:x'�ff1'�•�,_•_ •+�' !�"�;;;ir.:,.,-,:�, �a',�js';:: . ,�y+:::n�d .y ��sx k.i " f`�'�' �'��'� '�:' - . 5,.,.�;::� • �`rr� � k� �:1� -�r.. w"`R r�,# �.r.;:''�r. �;: �:.. 6';::�iK' '"�. 4y' .:C.t. �,ar ri'sit '�,;�, '�_ ` �.�,;�,, �: . �ti.: . . ,� .�-` 1v�i�epa�o�npd��starmwa#er .. ,�:� '„".::-';��;rC���d - .: .��` :i`..�..,ii. �L n��: ar.R.na:=a! . .�e�.. • � ��.k�.�;':'�� n�-:;:.._ . .epa':�ows�nps �,. _ _ ;;:;.::.,:-.;.' a: •�;' .�• s...��.' 1��-�: .`::r�.'s'�1-'•;r" •;a ,y�, �-,... _........ - :��.,I�.:su:� . . .... ">F��.:�,. :.'i . '..�•.:';.' ,�:�.,. i:•� _ nzY.' :.3'�' • . �!y ��'s' �.'��.: :'1:: �' .. aY��h' �:�Y-:. . '�!= 'r:+��'•'�'� �:s. .r•f,� _ �r.••' i..: � •;:��,i:;_.e�,A�r..,... .�, �: '.s:�:�='' :i:. � �7L:.1.:5':'.., 1 ?�.I^:�':,_'.�:' .�. � �::'' _ ��, i �_ir:..' •.u`��,��:�'i��ys;: . . ���.,...,,: -:n3 ',�':., :�. E: ?�;;: �.,.{. : r.'`" ;�'�•.� ., ;:i?' .'s,1:`.`��':'�'��:�.' . . z,��: `�J .r'. � �i �:::...-'. _'��:�.� F a•'x �" � �;....,,,..;:':: , ` = ;�-�;�;:::.;• -:��.;Fr H:4• �f .�'5.�1'i.i...:•;�:���, .`.�', ;F i::�;.;`:. : :F� L,ak.i::.•:t:.... �i,'x53. c�'. � �Y u'.4''��'::.•���'3��T':�'•�.''�,��•';.".�+: • . ."� a ���:xh` S`.�'� .t.f:� ':2.<';':rp� ...:.. 'a'.: ��i�j�,� �u,,.-,•lr��'''.. ��.; � .. •. .�'-�: ¢� �p 1 7!u'.YruoF ��'% ��� -y S�77W 1GYWc . . *:_':+� ��� :. . . .,:...!, . •i �j;�.�:. r i � �y...�.=:�'r::',�.�r,:.•�,�.:;r� ,.,: ;�Y��;t�• • � {�, � �� ' � � {. � wo.u,.... �� �s� w.�+....ti►.r.m+�w� •..err�w�rrra ���k _ -;�g,i � r,�i { J i.,�i -.}�.. ti;. .�.: -:y',:';`.��.`.:5::_:�.�-'.. �. .+i"j! ■ ■ , , , r • �►� -.. . .-...��..---••-:.:`�.:�r�-.:�� � �-_-..._ Tt,lluted stvrmwater runoF€�an have many adverse eFfects on plants,fish, - ' ' ��. _ , 5tnrmwater runoff oc�urs when precipitation animals,and people. .:� frvm rain or snowmelt f�aws a�er the gr�und. a 5ediment can cloud the water � • ]mperviaus surFaces Iike driveways,s[dewalks, and make it diFficult ar and streets prevent starmwater From impassible Far anuatic plants ta naturally soaking inta the ground. grow 5ediment also can d�stroy aquat[c ha�itats. + Excess nutrients�an cause algae�looms.When algae die, ;,��'-::;:; ;;��V.=���Th;;�:�;:;'; _ � they sink ta the bottom and decampose :.�;:...,:�� . � r'''�' / • p � '�; • in a pracess that removes oxygen from the water.Fish and ather aquati� � . arganisms can't exist in water with low dissaIved oxygen tevels. *�� .� �- ��. .: f Ba�teria and other pathagens car�wash ''�' � �' into swimming areas and[reate health �. hazards,nFten making beach closures necessary. + Aebris—�lastic�ags,six-pack rings,bottles,and �igarette i�utts—wasE�ed into waterbodies�an choke,suFfa�ate,ar disable aquati�Iife Iike ducks,fish,turt2es,and birds. - �' ' - +Household haxardous wastes like inse�ti�ides,pestiefdes,paint, " ,�;-� �._��. ''� sol�ents,usecl mator oiI,and other auto ffuids ran poison aquatic life. � � ' �7jjr��«� Land animals and peaple can become slck or dle from eat3ng diseased -'-=��=��� fisH and shellF�sh nr ingesting po�luted►vater. � 5tormwater can pick up debris,chemicals,dirt,and pther �� f Pr�lluted starmwater oFten affects drinking water pollutants and flow Inta a starm sewer system or dire�t[y to �: �" '���'W sourees.This,[n tum,can a lake,stream,�iver,wet�and,or coastal water.Anyt�ing that �� -' � � �-� ' =°'�� affect human health and enters a storm sewer s stem is dischar ed untreated inta � �� •' �� F Y g ',� in�rease drtnking water the waterbodies we use far swimming.Hshing,and gr��iding -- treatment casts. drinking water. �„,•�":�' .:;;; r ► � r r r r � -�,����,��;t���,�� �; - - _._.�.._...�....... �_ ;: ,.:�� • • Auto care i y � � :�'� , Washing yaur car and • � r degreasing auto parts at hame '� Ediu�a�c��dd�a��a�xgl�rg�ieofi�s 6elrruza�. � � � can send detergents and other ' � S'����,��6����.�� . • storm sewer sy tem Dumping --r. �p°�`� ��`�u���E�d R �� ,,,,p.�`,������ ��� au[omotive fluids into stQrm ux�ea�ed t,vr�a u�wa�e�6ody. � �'t0��"'`�""°[' � drains has the same result as ����� d�� ��d� �p��p�� � dumping the materials directly Into a waterbody. ��+ r�� �°��' ��"t°�°��°���' +Use a commercial car wash that treats or ����_-[-^� ❑oaG't�ioiUi�i�iw n��9+tott�tt�P'G fit�d���6. re�ycles its wastewater,or wash your car on Permeable Pavement'�Yaditional Ganrrete anc� your yard so the water infiltrates into the aspHait don't allow water tv soak into the ground. graurtd. lnstcac€these surfaees rcly on storm drains ta Lctwr�care divcrt�snwan[cd water.Prrmca6lc pa�crncnt +Repair leaks and dispose of used autD fluids Systems a3low rain anc!snawmelt to soak through. Excess Fertitixers � and batteries at desigrtated drvp-off or and pesticides recyCiing locativns. decreasing stormwater runoft. applfed tv lawns RaIn BarreIs—You ean '+" '� and gardens wash �.' '��� oFf and pollute , $g ['�G Pet waste �b���ct rainwater frGm � �;;;;-;w 5kream5.[n * � • rooftaps in mosqnito- ?.-.- - additibn,yard 5t�5I'6iii5 =� p�t waste can kle PrQflf�ontainers.The I clippings and ; a ma or source oF =- � " Water can be sased later on � I,eaking and : � � 1 � �= � lawn or garden arras. ,.�,,�. leaves can wash �oo��y ,,.`,f'�` ���� bacteria and �� � p into storm drains and conErik�ute maintained � "��i excess nutrients n u t ri e n t s a n d o r g a n i c m a t t e r t o s t r e a m s. se tic '"�-'"''���'� I n l o c a l w a t e r s. � ltain Gardens ar,d A Grassy 5wales�per[ally + �an'E overwater your lawn.Cvnsider �tems release nutrients and +�en walking desfgncd areas planted pathogens{ba�teria and our et, wlth native plants can pravlde natura�places For using a saaker hose instead of a �iru5es}that can be picked up remember to pick up the rafnwater to�a21e�t sprinkier. by stDrmwater and discharged waste and di5pv5e Df it - '' ancf svak into tHe i Use pesticides and fertilixer5 into nearby water�odies. prvperly.Flus�ing pet � graund.Raln Fram sparingly.When use is necessary,use 1�athogens�an�ause publfc waste is the best dispasal raoftvp areas or paved these chemieals in the recommended �ealth prvblems and me[hod.Leaving pet waste areas can be diverted amounts,EJse argaNc mulch or saFer environmental cvncerns. vn the grvund inCreaSes lnto these areas ratHer pest control methods whenever * �nspe�t your system every puk�fic health risks by than into storm drains. possib[e. 3 years and p�mp yvvr allawing harmFul ba�teria +CDmpps[or mulch yard waste.Don't tank as necessary{�very 3 and nutr[ents ko wash into Vegetated Filter Strips—FiItcr str[ps arc arcas�f lea►+e it in the street ar swee�it into to 5 years]. the storm drain and native grass or pIants created along rvadways ar storm drafns or streams. , eventually intv local streams.They trap the pollutants stormwater *Dan t dispvse of waterbodies. picks up as it f2aws across driveways and strccts. +Co�er piles af dirt or mulch being househoId hazardous used in landscaping projects. waste[n slnics or tollets. �J ts .i a ;�#�' , !` !L ; =k � ' Airt,oil,and debris that coIlect ln Erasion controls that aren t maintained can eause } �' i��r :�, �, par[cing lots and paved areas can be excessIve amaunts af sediment and debris to be � �;' � � � washed inta the storm sewer system carried intv t�e starmwater system.Constru�tion x_'!'. - and e�entually enter local �ehic�es can leak fuel,oll,and other harmFul fluids -��E� '� waterbodies. that can be picked up by starmwater and +Swee u litter an d de hris from ��P�s i t e d i n t o?v c a 1 w a t e r b a d i e s. �,..� .� F P �.�.,;,.. _-�� ' sidewalks,dr'sveways and parkin�lots, +Divert stormwater away fram d[sturbed or � ■ espec[aIly araund starm drains. exposed areas of the canstruction site. +Cover grease storage and dumpsters +Install s[It fences,veh[cle mc�d remaval areas, and[ceep them ctean to avoid leaks, vegetative cover,and vther secliment and +Repor�any chemica[spill ta the lvcal �rosion controis and praperly malntain them, haxardaus waste cleanup team. especially after rainstprms. They'll kn�w the 6est way ta keep +Prevent sail erosian by minimixing disturbed spills fram harming the environment. areas during construct[an proiects,and seed and mu�ch laare areas as soart as possi6le. / �J . Lack of vegetation an streambanks Can lead ta erosion.Qvergraxed pastures can alsa � . ��_. .., contribute excessi�e amounts oF sedimer�t to laca[waterbodies.Excess Fertilizers arsd pesticides can poisan aquatic animals and lead ta destructive a[gae blooms.I.i�estock in streams can cantaminate waterways with bacterla,maf:[ng them unsafe far human contact. ' i � +Keep li�estock away from streambanks and provide them a water saurce away from waterbod[es. ,�,-�. +Stvre and appiy manure away fram waterbociies and in - .��w���- .��:z accordance vrith a rsutrient management plan. �~_��. �� ;4egetate ri�aarian areas along waterways. ���"� ' f:: �i� �.: �'T-�� +ltotate anirnal graaing tv prevent soil erosian in fieids. �� ;,�. *Apply ferriliaers and pesticides aCcording ta la�el � ,. '.�:�"" Instructivns to sa►re money and minimize pol[utian. �-`"�:'�'�:�� � d��"��:� '. llncovered fuefing sEatians ailaw spills tv be ��`�+�'�...�W <.. -.�.�� washed into stvrm drains.Cars waiting to be repaired can leak�irel,ail,and other harmful � � Impraperly managed togging operatlons can resuZt In erasion and fluids that can be pleked up by stormwater. - , sedimentatian. t Clean up spills[mmediateiy and proper[y � i Conduct preharvest planning ta prevent ervsion and lvwer cvsts. dispose of c�eanup materials. +Use]ogging methods and equ[pment that m[nimixe soi[d[sturioance. +Prv�ide caver over fueling statians and ' - +Plan and design skid trails,yard areas,and wck access roads to design or retrvfit Facilities fvr spll! minim[xe stream crossings and avoid disturbing the farest floar. contalnment. •Proper[y malntain fleet vehi�l�s to prevent +Construct stream crvssings sa t�at t�ey minimiae erosian and physlcaE Q��,�5,and other tiis�harges trom i�eing changes to streams. washed into locai waterbodies. '. =�'�"" - +Expedite revegetatian of cleared areas. t[nsta2l and mafntain oillwater separators. �:� Hel ful Hints To F�ee �ur �Na�er Clean �� There are a n�m�er of thin s ou can do to re�ent stormwater ollution.Wh�#her �u're in our hame in our ard in J Y p P Y Y , Y Y � fi��garage ar in yvur community. . . he aware ofi how your actions affect the en�iror�ment. Pollution pre��ntion is much easier,and [ess cvst[y,than cleaning up"after the fact,"so we're counting on YQEJ tv do yo�r s�are to�elp prvtect our en�iranment. www.fl o od�a n t�o f.�o.ri�e rs i d e.ca.u slsto rmwate rl 1-5��-5�fi-2555 [repart stormwater pollution} w Anti-free�e, batteries, ❑il, and paint drop-off Evcativn � at Gounty Road Yard, 25315 Jefferson Av., Murrieta, ���,��4''�"�r�,�,�# CA 92552 �� � � �►� ■ Hame � ■ Ya rd � • Garage � • Cammunity '� � u.��a�t���uru�c. � o�sv����cr�r�s • � in Your Home Hazardous Waste: it's as c[ose as yvur kit�hen �upboard. ❑id yo�a knaw that many�roducts used around our hames�an�e hazardous to❑ur hea[th and vur en�ironment?While products suc�as hausehofd cieaners, �leac�,o�en cleaners,sp�t sol��nts and toil�t bawl�I�an�rs serve useful�urposes, yvu must remember to handle th�m as housenafd hazardous waste{HHVII}wYien you throw fhem away. Ne�er thrflw HHV1! in f�e trash, �n the grvun�or intv a storm drain. r_.. / � Take unwanted producfs ta an HHW colfectian event.GhecK the HHUV GoElecti�n Event Scheduie far ar� event in your �_ area. Bringing these items to a callection e�ent is the proper thing to da and 9t's FREE! Try en�ironmentaliy friendly alternati�es to household hazardous waste. �rder the Easy Re�ipes far A Heaithy Hause bro�hure ta[earn haw to make your awn en�ironmentally friendly cleaning products. Painting Acti►►ities: �se fhe proper cleanup methods. E�en thougn latex paint is a wat�r based paint,you must c�ean paint brushes and containers in the sinfc. Ne�er cl�ar� hrushes or rinse paint�antain�rs ir�tfl the street, gutter or storm drain. If you use oiI-based pair�ts and stains,filt�r,settle, and reuse the thinners and sol�ent. ❑ispose of un�sa��e paints,thinners,thinner residu�, and paint strippers at a Househald Hazardqus Waste C�Ilectivr� E�er�t. Empty, dry paint cans may ga in hausehold gar�age, or they may he recy�lable in your area-chec�C with your�ocaf wast�hauEer. Housecieaning: Use the praper dispasaE methads for washwater. V11hen washing yvur windows or mopping the floors,send dirty cleaning wa#er down a sinEc or#oiEet. ❑on'#throw washwater in#o the street,gutter, ar stvrm drain.Also, if yau clean your Garpefs, dispase of dirty washwater dowr�a sink or tvilet. If you ha�e your carpets professionally cl�ane�, make sure the cleaning service either dispases of washwater in t�e sink vr toilet ❑r taKes the dirty washwater�aGk to hisl�er taci[ity for proper discharge inta a sewer system. Back to Table vf Contents In Your Yard What's the Sc�op on Pet Waste? Ne�er hose�et waste into to the street ar gt�tter. Pi�k-up waste and dispflse o�it in trash can.And, remember to take something to pick-up a�ter your�og when you tafce it for a walk.Yot�'i!be helping t�e en�ironment and Ece�ping�eace with yo�r neighhars. �' �, D�erdose the En�ironm�r�t! �J Achie�ing a healthy ga�-d�n daesn't require the use af toxic pesticide and her�icides. Try non-toxic alternati�es far the garden.Try planting pEants that deter bad pests and pfant other plants that help attracf �--�. beneficiaf insects. Chemicals shoul�always b�your fast chaice in the garden. Re�iew f�e Home Ga�den Car�Guid��ar { } �arious non-tvxic alternati�es in the garden,or come to a Hame Garden Workshop for a li�e demonstratior�of how ta - achie�e a healt�y chemica!-free garden. Composting -a natura!way of recycling organic material Compvsting can pro�ide a healthy soil amendment far your yard or garden.Campost pro�ides natural essenfial nutrienfs for heafthier plants, increases moisture retentipn and is iess ex�Ensi��then cvmm�rcial fiertifizers and mulches. Learn�ow t��am�ast from f�e�x��rt Masfer Composfers. Maste�Com�osters show residents just hvw�asy it is tv com�ast.Join the Master Composters at a FREE Compasting Workshop. Check the workshap schedule for a workshop in your camm�nity. Prvperly drain yvur pvol to help protect local waterways If you need to drain yaur pooE, canta�t your lo�al sewering agency far drainage requirements. If you Y�ave a septic#anK system or if yaur sewerir�g agency has no special requirements for draining the paol, fet fhe pool water dec�lorinate�this may take u�to twa weeks}and then discharge the water into landscaped areas.A�vid ailowing any water to ffow in�o t�e street, gutter or storm drain.You may ha�e ta drain th�poof ower a number of days tv aflaw dirt and landscaped areas to absor�t�e water. Septi�Systems: Properfy maintain them to keep our en�iranment c[ean. 5eptic syst�ms should ne�er be piped ir�tn a road dit��,sfream, concrete flood c�annel or storm�rains.A�oid washing or flushing grease, afcflhol,❑r strong chemicafs inta your septic system as thEse suhsfan�es kill the bacteria needed to�reak down wastes. Back ta Table❑f Contents In the Gara e Do you know where the nearest Certified Callectian Center is? It's probably nat foo far frvm yvu. Many auto servicelsupply stor'es accept used m�tvr vil and vil�iEt�rs. C�rtifie�collection f-- Genters wi[I e�en gi�e you some spare change for e�ery gallon yot�r�ring in. Rem�mber tv bring yvur us�d mvtor oil ir�a � J clean cantainer. D�not mix wif�antitreeze❑r water. Call 'f-80�-CLEANUP to find the nearest collectivn center ir�your area or�isit www.�Ba�CLEANl1P.vrg. Cvme to the ABnPs? AB�Ps are r��y�ling cent�rs for Antifreeze, 6atteries(car and househ�ld�, m�tor�il and oii fft�rs, and lat�xlwater�based Paints. Bringing these items tv th�AB�P is f�e proper ways to dispnse of these it�ms and it's FREE?ASQPs ar�❑�en each 5atur�ay fram 9 a.m.to 2 p.m.and are cfosed an haliday weekends. Check far an AB�P in yvur ar�a. Use Proper Car Wash Methods Did you know t�at water runaff fram carwashing acti�ities contains�arious pollutants?Mast detergertts contain phosphates that harm aquati�life and�irty soap water usually contains❑il,gr�ase and dirt that gets washed off the car and tires.A!�af t�ese pollutants can harm❑�r en�ironmen�if the washwat�r is allowed t�tlaw inta the street and gutter. Here's wY�at you can do:wash cars on the lawn ❑r in an area that will absorh#he water runofF. �se biadegradable and phosphate-free det�rgents. If yau must use w�eel cleaners, use them sparingly and a�vid any runoff. �r,gi�e yourself a hreak and take the car ta a carwash fa�ility. �arwash facilities are c4nstructed#o capture water runaff�o hElp prfltect❑ur en�irvnmen�. Ba�k ta Tab[�of Cont�nts In Your Cvmmunitv lllegal Dumping Harms�ur En�irvnmentl Repart illegal dumping by calfing 1.8Qd.5D6.2555. 5tenci[A DraEn Campaign Help remind neighbars and�vmm�nities ta ne�er�our ar�yfhing dvwn a st�rm drain. Calf 951.�83.7'S91 to�vlunteer to st�ncil sform drains with the m�ssage-Na I]UMPiNG, aNLY RAIN IN THE ❑RAIN. Students and �vylgirl scouts seeking cvmmunity nours can participat�in this effart. ( `1 Back�o Tab�e vf Cvntents �J �����v sr,�� h€tp:�/www,epa.go��p�s�icide��facts��e�s�pes�ti.htm I�ast updated on 5�9�2�1� � � Pest��i�es: Topical & Chemi��� Fact She�ts w ( , � � '�au ar� her�: EPA Home � Pesticides » About Pesticides �> �act 5heets >� Health and Safe Fact o Sheets :x Pest�cide 5a�ety T�ps �'�t P�tatti� PestNc�de Safet Ti s . , Althaugh pesticides can be useful, �hey also �an be dangerous if . Q�estions On Pesticides? used �arelessly or not are s�ored proper�ly. Here are some tips for Na�ional Pesticide safer pest cantrol: Znfarmatian Center (NPTC} �.-800-858-7378 �xr€visclarsrer • The most e��ecti�e way �o reduce risks pas�d by pes�i ci des is �o use non-chem i ca I c�ntrol m��hods �a reduce or elimina�e pes� prablems. Around the home� such measur�s include remo�ing sources of food and wa�er (such as leaky pipes� and des�roying pes� shelters and breeding si�es [su�h as iitter and plant debris}, � If you de�ide you must use pesticides, always read �he label first and follow �he di rec�i ons �o �he let�er� i ncE ud i ng al l preca u�ions and res��i c�Eons. • Don't use products for pests that are no� indicated on the label and don't use more pes�icide �han directed by the fabe[. Don'� �hink tha� twice the amount vuilE do �vuice �he 1ob. • Use pro��cti�e measures when handling pes��cides as directed by the label, such as wea ri ng i m permea ble gl o�es� 1 ong pa nts� a nd f ong�sl ee�e shi rts, Cha nge clothes a nd vuash yaur hands immediate�y af�er apply�ng pesticides. ■ Before applying a pes�icide �indoors or outdoors}, rema�e children, �heir toys, and pets �-��-,� from �he area and keep �hem away un'�il �he pes�icide has dried ar as recommended by ` _; �he label. � Don't spray ou�doors on windy or rainy days. Take precau�ions to I�eep the pesticide �rom drifting or running aff into �he �ege�able garden, pool, or neighbor's yard. • Remo�e or co�er food during indoor applications. • Zf using a commercial applica�or or iawn care ser�ice, ask for information abau� ' pv�entiaf risks and sa�ety precau�ions to take. � Don't buy more pesticides �han you wilf need. Tf you ha�e lefto�er pest�cid�s, check with your lo�al go�ernmen� �o determine whether your communi�y has a household hazardaus waste collection program or other prograrn for disposing o� pes�icides. �� n❑ community program exis�s, follow label direc��ons and any s�a�e or Iocal regulations regarding disposal. • Keep �he �efephone number of your area Poison Contral Center near your telephone: �.- $oo-�z�-izz�. Here are some tips to fv�low if you have children or if chRldren �isit your house or yard: • Always s�ore pes�icides away �rom children's reach, in a Iocked cabine� vr ga�den shed. Child-p�oo� sa�e�y iatches also may be ins�al[ed on cabinets and can be purchased at Iocal hardware stores and other �-e�ail ou�lets. • Ne�er transfer pes�icides to o�her con�ainers that children may associate with food or drink. • Ne�er place roden� or insec� baits where sma1� children can get to �hem. • Teach chi[dren that "pes��cides are poisvns" -- samething they shauld not touch. • Aler� o�hers �❑ �he pa�en�ial hazard of pesticides� especial�y care gi�ers and grandparen�s. , _ ���N CASE �F AN EM ERGENCY, firy to determi ne wha� �he person was exposed to and what part of the body ►nras affec�ed before you take action� since �aking �he righ� ac�ion is as important as taking immedia�e ac�ion. If �he person is unconscious ha�ing �rouble breathing, or ha�ing con�ulsions, gi�e needed firs� aid immediately, CaII 9i1,or your Io�a[ emergency service. �f the person does not ha�e these symp�oms, con�act your Iocal Poisvn �on�ral Center at 1-500-�22� 122�. Ha�e �he prvduc� con�ainer wi�h yvu when you call for assistance - remember to ac� fast! � �-. �GeneraI First �Aid Guidelines: � SwalIvwed paisan. Induc� �omiting. �NLY if the emergency personnel on the phone telI yau �o do sv. This wifl depend on wha� the chi�d has swaflowed; som� pe�rofeum products or caustic poisons wi�l �ause more damage if the �ictim is made to �omi�. � Po'rson in eye. Eye damage can occur, within minu�es with some types vf pes�icid�. �f poison splashes in�o an eye� hold the eyelid open and wash quickly and gently wi�h c�ean� running wa�er �From the tap o� a gen�le s�ream from a hose f��- at �eas� 15 minu�es. Do nvt us� eye draps or place chem�cals or drugs in �he wash wa�er. ■ Poison ❑n skin. If pesticide splashes on the skin, drench area wi�h vua�er and rema�e contamina�ed clothing. V�lash s�in and hair �horoughly w��h soap and wa�er. La�er, discard contaminated cfothing or thoroughly wash i� separa�ely firom o�her laundry. • Inhaled paison. Carry or drag �ictim ta fresh air immedia�ely. �f yau ar� able to get �o the �ic�im because of fumes, immediately contact the Fire Depar�ment. Loosen �ictim's tight clothing. T� �he �ictim is blue ❑r has stopped brea�hing, gi�e �rti�icial respira�ion �i� you knvw how} and call rescue ser�ice for help. �pen doors and windows so na one else wil! be poisoned by fumes. �, ��.�J �-� � � '�& � ^���' � ��+ � f��. ' � � .:.�" . """�.=�ar,.-� •i �(� � .�. .."."��w '4. i 4"• 1'��.! .� ;�� =::5•'�F'': . ,1 ��+ _'V +i � . •7'r. T'i�..�;' �i.j�l:: +� �+�,� �� � :���.f�,,.,�, ,��:�� � � , i. �.' _ ti:.,,��.., , ,: �:.:;,-.., ' ',..' �'C�' 1► o� .��� ��� . � � 4,� � � � �� '�T� . . 1 �•.�L . Y�f.� � � � 4 61.. • Y � � • � � . . ,Y�'' _ l� � r , � Y r^ ;.i�ti'�::� � ?•'�• �• . ; $� �r ! � 1�1 V! . �1'� � � • ,:�' `�'`� , , � `� ~ ;::�n�,���;;::.s:�. ;a�''��� � ,� � ra� � ■e. . N�-.y"y;�q. �ti.r;.--•,�.. 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