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HomeMy WebLinkAboutParcel 2 WQMP Pro;ect Specif[c 1Nat�r Qua�ity Management Plan � A Template far preparirag Project 5peci�ic WQMPs for Priority Development Praje�ts lacated wrthin the 5crnta Margaritcr Regron af Rrverside�ounty Project Title:lared lewelers Deve�opment Na:�448251N1NCH�STER R�A�, AM 268�2, PARCEL 2 Design Rer►iew�Case No: 3�PA 16-OZ13�E.D16-3234 �-� = f q:�,�_'}. .rY����������.� i. � �� .�'.; Y� t R �� �rw "tiz f��j--� '•,+"�� .jL -..l�s . ` �• ,1*�..'Ti.4 75P. ,f .] �'.. . 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J f'r f����..f ���' _ �j ,'y4�Lyww"� y�+'.���� � '\l_ '•.. -y� ' '� l.,,_, +�. •- .�_�: � �1.47' .� .•-r . •' .i' ' �'2�'. �. . � l�_�' kfCw�vq�l' ',+�T�Y , 7e7�y��" �.-��' . .. r 4'. - y � Cr .;w�r�y c��4,'7;� �y, .�i'+S +l• , jr' C '�j � ' �i� � '� '"�� s _-_ '`�"" C" r ~�„�,,. �1 �.,�. .4�.a;r s:�w� 'w_ +4. � +-�-�' '� `" '�"�,Sc : r -r�� i , _ .�. ,, . , . . . . _ _ e� . � . • �t � • `J. ..t,.,.w .�«.�„n...,.M,,.�..,...�..... Contact Information: ❑ Pre[iminary Q� Final Prepared far:lNincnester Maricetplace Ltd Partners�ip Driginal Date Prepared:January 21,2016 ZZ5 Srpadway,STE 1460,San ❑iego, CA 9Z101(858�37��124� Re�isian❑a�e�sj: December fi,20�6 Prepared by:Thomas Lo�e, Principa�, � Prepared�orCompfrance wit�h 3�.915 Rartcho California Rd. #za0-�.56. Regrona�Board 4rder No. R9�aaso-DD�.fi Temecula,CA 92591, (951}440-��49 Water Quality Management Plan[�IV4MP] Jared]ewel�rs � A Brief Introduction � The Municipa[ Separate Stormwa�er 5ewer System �M54} Permit1 for�he 5anta Margarifa Region �SMR} requires preparatian ❑f a Project-Specffic Vllater Quality Management Plan {WC�MP� for all ❑evelopment Prvjects as defined in section F.�..d.�1� of the Permit. This Project-5pecific WQMP T�mplate for �e�elapment Projects in the 5anta Margarita Region has been prepared ta help document compliance and prepare a WC�MP submittal. Below is a flowcharr for the layout o�'this Template that will pr��ide the steps req�ired ta dacument compliance. ......... Sectivn A 5ectivn B Sec�ion C •Praject and 5ite lnfnrmation ;----'`,, •�ptimixe Site Utilization ��--'�� •Qelineate Drainage •Identificatian of LI�and � ,r i �� ManagementAreas�aMAsJ �._�. : .....�, Hydromadification •' ' requirements,if any r••--� 1 � t� '� ,�!' � Sectian F Sectivn � Se�tivn 0 ■Alfiernati�e Campliance tti❑ �%---� ■7echn��al Feasibi�ity f'---, •Technical Feas9foil9ty Wai�er Prograrrt& �. i •lmpiement `� � •Implement I.ID BMPS Fiydromodificationy �;-"-�' Hydramodificati�n 6MP5 ~���.�� �_..._.-; � Ly �� � 5ection G 5ection H •Saurce Cantrol 6MPs --- ■Operation,Maintenance. i ,:�• and Funding ,......_�;. � 1 Order�lo.R9-20�0-OOZ6,NP�ES Na.CASn108766,WaSte�ischar�e Requirement5 fnr DiScharges from the MS4 Draining tY�e C4unty nf Ri�erSide,the lncorporated Cities nf Rivers9de County,and the Riverside Caunty Flood Control and Water CnnServation District within the 5an Diego Region�CalifQrnia Regianal Water Quality Cantral 6vard� Na�ember 10,2010. _Z.. Vllater Quality Manag�ment Plan[WQMP] Jared Jewel�rs � , �WNER 5 CERTIFICATI�N This Praject-5�ecific WQIUIP has been prepared fvr Winchester IUIarKetplace, LP, a Califarnia iimited partnership by Thamas Lo�e far the Jare�Jewelers pr�je�t. ThiS WQMP is i�tended ta compiy witt�the requirements af the City�f Temecula which includes the requir�ment for the preparation and implementation vf a�roject-S�ecific WQMP. The undersigned,while owning the pra��rty�project described in the preceding paragraph�shall be respvnsible for the im�alementation and funding of this INQMP and will ensure that this W�MP is am�nded as appropriate tv reflect up-ta-date canditi�ns an the site. Ir� additian, the property awner accepts respansibility �Far interim ❑peratiQn an� ma9ntenance af 5tormwater Best Management Practices untif such time as t�is responsibility is formally transterred ta a subsequent owner. This WQMF will be re�iewed with the fa�ility operator, facility supervisars, employ�es, tenan�s, maintenance and ser�ice cantractors, or any v�h�r party �ar partiesy ha�ing respon5ibility far implementing�artians of this 1NQMP. At least one copy vf this WQMP wi�i be maintained at the praject site or project affice in perpetuity.The unciersigned is autharized ta�ertify and to appro��implementation of this WC�MP. The undersigned is aware 'that implem�ntation of this WQMP is �nfvrceable under the City ❑f Temecula Water Rua{ity�rdinance�Municipa[Cade S��tian 8.�8.5�0}, "!, the undersigned, c�rtify under penalty of law that the pravisians af this 1NQMP ha�e been re�iewed and acc�pt�d and that the WQMP wi[I be transferred to future successors in interest." � ��� Owner s ign ure Date � � �wner 5�.� LJ�� Owr�er's Printed Name Dwner's Title/Position PREPARER'S CERTlF[CATIDN "The seleG�ian,sizing and design of stormwater treatment and other stvrmwater quality and quantity cantrol Best Managemen#Prac#ices in this plan meet the requiremer�ts�f Regional Water Quality Control Board �rtier Nv. R9- ZO�Q-Oa�.S and any su}�sequent amendments thereto." ��oF�ss�aN � ���,w����,p,S s.. �aL��y� � � w bba.C 5�9A3 m � EA"P 9�0.17 � *� CML � rqTE !3fi C Ati-����+:► Decem�er 6,2fl1.6 Pr�parer's Signatu e Date Thomas 5.Lov� Principal . Pre}�arer's Printed Name �reparer`s Title�Positian Preparer's l.icensure: RCE 5�993 � -3- �Nater Quality Management Plan�WQ,MP] ]ared jewelers � . Table of Cvn�ents Section A: Praject and Site [nfarmation........................................................................................................6 A.1 Maps and Site Plans.............................. . ...........................................................................................6 A.2 Identify Recei�ing Waters.........................................:.........................................................................7 A.3 Drainage System Susceptibi[ity to Hydromadificatian........................................................................7 R.4 Additionaf Permits�Apprv�als required fQr the Project:.....................................................................8 S��tion 6: �ptimize 5ite Utilization �LID Principles}......................................................................................9 5e�tian C: Delineate Drainage Management Areas�DMAs�.......................................................................10 Section D: Implement�[� BMPs....... ........................................................................................................12 D.Z lnfiltrativn Applicability....................................................................................................................1� ❑.2 Harves'�and Use Assessment............................................................................................................14 D.3 Bioretention and Biotreatment Assessment....................................................................................�5 D.4 Other Limiting Geotechnical Candi�ians...........................................................................................17 ' ❑.5 Feasibility Assessment 5ummaries........................................................................................:..........17 D.fi LID BMP Sizing...................................................................................................................................18 Sectivn �: lmplement Hydrologic�vntrol BMPs and 5ediment Suppiy BMPs............................................�.9 E.10nsite Feasibi€ity❑�Hydrolagic Control BMPs..................................................................................19 � E.2 Meeting the HMP Per��rmance Standard for Small Project Sites.....................................................�.9 E.3 Hydrologic Control BMP Sel�ction ....................................................................................................zD �.4 Hydrolagic Contral BMP 5izing..........................................................................................................71 E.5 implement Sediment 5upply BMPs...................................................................................................2�. S�ctian F: Aiternati�e Compliance..............................................................................................................25 F.1 Identify Pallu�ants af Concern...........................................................................................................27 F.2 5tarmwater Cred'€ts............................................................................................................................28 . F.3 Sizing Criteria.....................................................................................................................................28 F.4 Treatment Cantrol 6MP Sele�tion.....................................................................................................29 F.5 Hydralogic Performance Standard—A�ternative Compfiance Appraach..........................................29 F.6 Sediment Supply Perf�rmance Standard -Alternat��e ComplEance..................................................30 SectionG:Saurce Contra[ BMPs.................................................................................................................3�. ' .Sectian H: Constructian Plan Checklist.......................................................................................................32 5ection I:��perativn, Maintenance and Funding........................................................................................33 Acronyms,Abbre�iations a�d Definitions...................................................................................................34 � -4- Water Quality Management Plan��IVQMP} ]az-ed jewelers � Lis� af�'ables Ta���A.1 Identification of Receiving Vllaters................................................................................................7 Table A.2 Identi�ication of 5usceptibility to Hydror�tiodification...................................................................7 Table A.3❑ther Applicab�� Permits..............................................................................................................8 Tab�� C.1 DMA Classifica'�ions.....................................................................................................................10 Tab�e �.2 Type `A',Self�Treating Areas .......................................................................................................1D • Table�.3 Type `B', Self-Retaining Areas:.....................................................................................................10 Table C.4 Type `C',Areas that Drain to 5e�f Re�aining Areas......................................................................�.�. Table C.5 Type `D', Areas Draining t❑ BMPs................................................................................................1�. Table D.�. Infiltration Feasibility..................................................................................................................1.Z Table D.2 Geotechnical Concerns�or�nsite Retention Tab[e....................................................................7.7 ' Table D.3 LID Prioritizativn 5ummary Matrix..............................................................................................�.7 Tabl� D.4 DCV Calculations for l.fD BMPs....................................................................................................18 TableD.5 LID BMP Sizing.............................................................................................................................18 � Table E.1 I.ID& Hydramodification BMP Locat3on..................:...................................................................2� , Talole E.2 Hydrologic C�ntrol BMP Sizing....................................................................................................Z�- Table F.1 Potential Pollutants by �and �se Type..........................................:.............................................Z7 Tab�e F.2 Stormwatpr Credits......................................................................................................................�8 � Table F.3 Treatment Con�rvl BMP 5izin�. ...................................................................................................28• , Table F.4 Tr�atment Contro[ 6M P 5�lec�ion..................:...........................................................................:25..� Table F.5�ffsite Hydrologic Cvntrol BMP 5izing.,.... , ................................................................................3D Tabie G.1 Stru�tural.and �perational Source Contral BMP........................................................................3� Table H.�Construction Plan Cross-reference .............................................:...............................................3� " L�s� vf�p�end��es AppendixZ: Maps and 5ite Plans................................................................................................................41 App�ndix z: Construction Plans..................................................................................................................42 Appendix3: Sails Information.....................................................................................................................43 Appendix 4: Historical Site Conditions........................................................................................................44 Appendix5: LID fnfeasibility........................................................................................................................45 Appendix6: BMP []esign Details.................................................................................................................46 Appendix 7: Hyd�amodifica�ion .......................:.......................................:..................................................47 � aPpendix 8:5aurce�Control.......:.................................................................................................................48 Appendix�3: 0&M.......................:...�.............................................................................................................49 Appendix 1D: Educational Materials.............................................. ..........................................................50 � APpendix 1�: Canditi�ns ot Apprv�a� .........................................................................................................5� -5- � Water Quality Management Plan(WQMP] � ]ared jewelers � ��c���r� �: Pr����� �r�� ���� 1r��+�rr��t�ar� ,�•g..e..3y S. 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S¢#[: Y� � CI�F3#,wS 8 �� [���' �'8 I8E°Z�L;s��„�;E:iF.[1�'y��8L'3� �'��8 ?° �� � �i�����w.4 %��xYw�SCF.��� ."al£°c�'ez k.�1°$x S:S_.�.�L,Ye�... ..% °�&LCId' Y..•,ed.2 L"xi�' &.c�8k xi �L• &.,'"'ra.�.a,..°���%&-,-.� � �`�.i���R°�`��'.`1.d°.`�Y7��17 S �� a`'�� 3� Latitude&Longitcad���MS}:33.527229,-117.1577.52 Prv�ect Watershed and Sub�Watershed:Santa Margarita � APN�s}:910-29�-Q�8 Map Bavk and Page No.:�M 3.73�68-73 � '3II"jFt'"�'<:}y 3'�`z yp�=°�`°'.`��:+°x°-�,s�';�`���.��$�, I� a.. �; � •r3°;�'�si�t a�m.�...Y._.�5:n�xC•?" .•�� ,��:=32f�:•8�;�'Y`. �a- xa .F�"-"�°'9° ,s���., a�,.a-.�� I :sa a 3%�:, x,y.,,..,t�i�:`�al�8a���a��`?��x'�)':`.�as•;F r x� aM�.,.• •8 8.�7,pr-s4"ax�§:��s..�aE�ia�:�.�r�''�e£°'���°r':;d#.�s'�.���`��°�`e��:;gi��ae��R�r`'r��a ��., ez•:ii g w4 ,p�a���s a��.�, =�t .r���:rg$���'.�S°S�e�Ea�ez- z t�° 3��s.-r}�,�,s8�°.��.&�����s � '�� s$i.• �a3�,ae ;;�, •L•'�?;�;�.zeex�.a`�°.�°'$°a��°'t� �e�s;�;�;g a.��,�x.;. .&,�z�,,xd:;e�:s;��:b t,�I��}���F,�.CHi4Ft"AG�'ER ST�-g���;- 5,� � �g pt � �,.,� i � �i ,���,� �� ����.�i,�.,,;�rr���,.,.,.� « .. �. � .� n ea•a� t�w �s � s S•a�a°sa•as��� aar. a � g�•, igg,�p:S�� $�y.�q��E�s 7 a: a t�a �:a.. �x&3s,�,g�?$i �°ps• ��e�3�a� '�� y;.,:�&a� s:.�z%��:a�a� "��'°�°-"�� a$�& �s3i��.eFi:�zxck3xxii�sisxr�es��§�x ��:.e ..:�e i§§�Ca3:c.�>�1��;£��$$� ,�8t�'za-°...,..-,�,3��° �I Pxs�Cx& e°.:a.�a�aea �zaete33��s�� .F .T"��:'.�`•.ies.'�°���;�a Proposed or patentiaE land use�s} Comm�rcial �ro�osed or Potential SIC C�d��s� 5944 Area vf Imper�iaus Project Footprint�SF� 54,8�0 SF ��;.x � ���������� Tota1 area of pra�osed Imper�ious Surfaces within the Project Limits�SF�/or;R�ep�°�ace�ment 5,850 5F � Tota! Prvject Area �ac} Z.fi7 r-- Does the project consist of vffsite road im�ro�ements? ❑Y � N �.� �Dves the prvJe�t propose t❑construct unpaved raads? . ❑Y � N Is the prvje�t part vf a larger�amman�lan of de�elopment�phased proje�'t�7 ❑Y � N �s the praject exempt fram HMP�erformance Standards? 0 Y � N �'°�.��i�"r"�,t1§� ���;�e,�a.',.B�czo:' a�cg°,.'; � I ?f t�' .'�$r 1�x "r-r .,-�x•�-; ;rr- +�ax F1�S °r' 4 < � �+ s ��: � "�a�. & � s�a. ��"t3����"�%<"�'����i'�, ,�.� ��g''°Y� � ��.�����'r... r',�'���ia.�e .�,�= 5° ING�S:ITEr�CHAR �;ER�S�`IC� g� ����, t:. �•a ���: �I��, ¢���� g ��m,#r.����. s g �:gt �:;�§, gt�� z���'���. '�.:' �.� �V,�.�r� k �:�;,;q ����.�'c°��'�.`����5��3�$�(a��`:�n;d$���ov�b1�. ��. ��1�0`���a�¢ t a. ;�:sa�s� � a� 8���'��e 5��;:����'�[�a8 �staz xa ia�C �� �.��4k.�� , i:'"" f.��.�'s�",��� F,.y� rx'��ar,�3a a• � aa"�aas�.. s��$ � s�d� BaaF:�'�sas��$atto aala:�`r�i�:i��iii-�i��".�"cs-.xr �a$�°°�aa�.e'm`�.'.a��„.ra� 1.si�i�.'�s.� � Total ar�a of existin�im�er�io�as Surfaces within th�project limits�SF� S4,8Z0 SF • Is the project located witY�in any Multi-Species Habitat Conser�ation Alar� �MSHCP Criteria ❑Y � N Cell? If so, id�ntify the Cell num�er: N/A. Are th�re any natural hydrolagic features on the prvject site? ❑Y � N Is a Gevtechni�al Repart attached? � �Y ❑ N If no Geat��h. Report, list the Natura! Resources �anser�ation Service �N�CS} soils type�s� N�A present❑n the site{A, B.C and/or D� What is the Water Quality Design Storm Depth f�r the project? 0.85 A.1 Maps and 5ite Plans When camp�etii�g your Project-Sp�ci�ic INQMP, include a map vf the Project�icinity and exis#ing site. fn additivn, inc[ude all grading, drainage, landscape��lant pa�e�te and �ther pertin�nt cvnstruction plans in Appendix 2.At a minimum,your 1NQMP 5ite Plan should include the fallowing: • Drainage Management Areas{DMAs� * 5ource Control BMPs � • Propos�d 5truc�ural Bes� Management • 6�ifdings, Roaf Lines, Dawnspouts Pracfiices�BMPs} � • Imperviaus 5urfaces • Drainag� Patt� • Standard Laheling _6_ Water Quality Management P�an(�IUQMP] . . . . � ��.� ` ]ared Jewelers • Drainage inf�astructure, inlets, overflows � tJse your discretior� on wh�ther or nat you may need to create multiple sheets or can appropriately accommodate the5e features ❑n ❑ne or tw� sheets. Keep ir: mind that the Copermittee plan reWiewer must be able�o easily analyze yaur Project utilizir�g this template and its assaciated site plans and maps. A.2 Identify Recei��ng 11�laters Usir�g Tabl� A.1 b�law, list in order ot ups#ream to downstream, the R�cei�ing Waters that the Pro�ect site is tributary to. Continue to fill each row with the ReGei�ing 1Nater's 3�3�d} [is�ed impairments �if anyf, designated Beneficial Uses, and proximi�y, if any, �o a RARE Beneficiaf Use. lnc�ude a map o�the Recei�ing Waters in Appendix �.. �htt�:1/wtivw.wc�ter°�ia�t:�ls.ca.govlsccndiegoltivate��,issues�ro�rarrzslbasrn nlar�I1 Ta�3e�.�.[cle:itifict�tir�n of R�ceivfng�11ax�rs ..�. �x:c:s �:;�b bx xa .ep1� a S : x e�'✓�:+.,�+ . ..• hx s'at. ,�...e i yiep�1•,�• •••i'tFt'R'•:,S x�•eu:"1•Y�:S";:SFii;'�;l:Iw' S< �S '..t.. ...t...Y.f ..Y... ...t.H... 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' }�y� :a�. .�; �... � � .t:�ci�t;q�es�.. ,a �� 'i�..�'F F.14. �r?.�,�$a�`s� •;,: .�. 1,.��g�,g�,a,.a:. a�.,$::�5F t6���.f:���.C�l,(y�� .7��.�:".'7":°¢;'•��,.y`a;�: :a`ii��$!?'�d;�ai$&.3�.;�i����.1 sj�"��Li�:�'�S.�e�.sek i:•�:s��.$:u��i:: d�:F.{:=&y.<<�.,�r:S�:':'i�r�c:..y.�._r.:q:���.�;5�:�� x4§.�f i?. .a�.rr.e��r.:x:`fi:::����5;r;;.r�sc.�`i^x�!F�;�8�534a6a:c:—��:�;a astt:e 3�§�••.:�a•.�q��-c-� •z:sz.. •�:z .x��s..i.t��°4. �..���,��. .- . ... .t,.,,;.4, ,a-, .. .,�. .a,a. E . S� � �".° .t � $..$R . �r.�v..�t.....3Ft�$i'....i��a....SE.�....�.E.i......3�.I...�E..k"...]..A�.s`.`Y4.1�E1.C...Y:Yt 1....1.,kE.Y.F.Sf�Yz�YC1.Y....�S:YSf.B'F$..S..F]?Y��.t.&.F.F..fL1:�1.Y 5anta Gertrudis Cha�arpyrifo5, Copper, Iron; Mangane5e, MUIV�AGR, INb� PROC, REC2. WARM� N�A Creek Nitrogen.Phosphorous,7oxicity WILD Cholarpyrifo5. Copper, �ron, Manganese, MUN,AGR, END� PRdC. REC2, WARM, .iNurrieta Creek Nitrogen;'Phospharou5,�ox�city - ., . . WfLQ' " • . NIA . Santa Margarita Entero�cus� Fecal Coliform, PnaSphnrous� MUi�� AGR, fNo, PRaC. RECI. RFC2� 3.9 miles River Total Nitrogen as N,Tox'rc9ty ' WARM,C�l.D�WIL�,RARE � 5anta Margarita • � REC7., RECZ, �ST, WiLD, RARE MAR �� Lagavn �utraphic MIC,R,SPWN r ` 25.6�niies • � Pacific Dcean � N�A • A,3 D�rainage �ystem Susceptibi�ity to Hydro�od�f6cati�n �sing Table A.2 belaw, list in order❑f the point o�discharge at,the project site�awn to the 5anta Mar�arita Ri�er, each drainage system vr recei�ing water that the �rvject site is tributary to. �ontinue tv fill each row with the material ❑f the drainage system, the stvrm drain suscept9�iiity using the SWCTz �Stvrmwater & Water Cor�servatian Tracking Taol - h#tp;llri�cv.permitrack,,coml� or Ma� 2 of the Hydromv�ificativn 5us�eptibility �vcumentatian R�port an� Mapping:5anta Margarita Region �Ap�endix D af the SMR HMP}, and th�canditi�r�fvr �xempting the �rainage system, if applicahle. ff the exemption includes recei�ing wat�rs that were not e�aEuated in Appendix �, pro�ide suppvrtir�g documentation in Appendix 7 to demonstrate that they classify as Engineered, Fully Hardened and Maintain�d {EFHM} channels, consistent wit�th�definitior� pro�ided in Appendix D. IncEude a map exhibiting each drainage system and tn�asso�iatec�suscepti�ility in App�ndix 1. 'Tabl�A.�i���Ztification of Susc�ptibiEity tv Hydromnd'€fic�tior� �,x, . ��. , � _ ,�� ��;� °�r��� ° • �,'��� � •' _ , -�� � ' � ° scept�b'iity vfg'Dramage ;�, �od' icatEo ° $�Dr�a�nag��S st� � .�Dr�mage�° `stem�l'�laterial � � �a -�: ; _�� ���, � • `�, �YstQ ' ° � �• � Exemptivn ; t�n �� �� .,�8.€� �{,.��c=�. � ��. ,���-���x� r •t. � �._ �. �`. g �:€ ; Santa�ertrudis 5vft bottom w�ean�rete 5ides IVnt sus�eptihle Creek,1.1 miles . . . MurrieCa Cree�C,3.Z �arthen open�hannel Not suseeptible m i le5 g � . -]- �� Vllater Quality Management Plan(WQMP� jared]ewelers - � Q, „ . , _ �, �... �, . � � �: �:�.`. ����.. � � Susce t�b���ty n QDrain ge ydromv ification �� �rainage�� stem % D�ai a e 5 st�m Mate ial. 5"s e ` � ° � e° ' �n Y� � � p��� Santa IVlargarita �atural water cnurse � N�t 5usceptible � Rir►er,Z3.2 miles Santa Margarita lag��� Not su5ceptible C]. River�agoon A.4 AdditionaC PermitsJApproWals required fvr th,e Project: Ta�le A.3 O�her Applic�bl�Permits �e�fxg ��$�, a�:y; �&:�a:y,,,�p. .�x.ap.,g;a�e��°ci:"s;.... ..��°. ���g�qp:c:�'`:`sa�°°t:�[.,,<a7��a;apg� n�:;�.y°r,:�Eaa:up>�. ._.���:xs•;sn,&'"^ a o4=q ess��3�.�,t e�,�qa••re=�y��as gsayg;;�..a�c:;;�;,:�. ��' x�£8'ii°iT°'€t"."t�i:$�ei.'gg3",^�gggg"sg e.$Cy�g�At°:8�g��E��''I�I�i '�&L�E.$x�Sy'£',JF;�::.� g y.& $g,SF.$1rn,5;7-°° i Y� E88q;� �&t%g�'�gS§:8Z ��S � �8 S�. E���l.�8;. '.EY°qgg ��„$r 5�r�.5 s���. ��x Sc E �i�.� '�"i e+' �� �(��! �i � g ��&� i£�1 �C g 8 e;Y�F F#���� e E5� F�� �� e: �• ��&d��}�°.'8�..�Y'k�g�E °��5�'. ��S y�..i�.':���.� °� v:°&�a: �,rr'yL ��11L;. Y, t &7� ,�Ee4,.EP��i: Y $ � 3•�'&Yx..'�£P i� _��.�P�§ g�,�S�[���s�BY�?� FaB�Ya$��� �s a .i���s�. �%�%y. � .:ai, qr�P:'t!e.sa i e��� �� �ag i�;�7�., n....�, �y ��i,r. .a-� x F d��s�S:°�3 y r 3�3s����. °��,,,��• � ��g ���.;, ���g� � �s�� .,�,, w��� q, 8a��.:-°�,;��4�C�'=gfi,�o.�$ z..,l'�a4?ea'asla���'`,t;•"�#'g&:�' s asy t s� �I z•.y�F $,�$ �q a s,7g 3[a� ga,.�s$ ,gy�r t�$qg q$ td a&i� gga 4t �� } r p$ p ,p ,.�.:`�i��a£F�e:E��ene�x�e��{:�$+.e"""�§.�En6&ixa$-e•�s��C:9�Fx::s�.'���i�Ya�:$�b���P��g�., ���°'.5&8�5�3g:fai�8r£b�&�EI@x,.��l: �. �+s` i�a� 8�$��i,;$�$ ��$� ����s�� �i.��g��?'.�$.¢� �•'.�e�§ixa 8¢xv£°��e�':fi E 3 '¢•➢¢e�a%�.�E"�e. ^83's�� �.. �.,5&�;� �eC.�. 1�. "$L,fSEga�°E.� 6x e�� ��w. � �.,�Fx£�. State Department vf Fish and Game, 1602 Streambed A[teration Agreement ❑Y � N S�ate LNater Resources Control Board, C[�an Water Act Section 4Qz Water Quality �Y � N Certification �S Army Cor�s af Engineers,Ciean Water Act S�ctivn�04 Permit � ❑Y � N US Fish and Wildlife, �ndangered 5pecies Act Section 7 Biolog�cal�pinian ❑Y � N Statewide C�nstruction General Permit Co�erage �Y ❑ N 5tatewide Indus�rial General Permit Co�erage , ❑Y � N � Western Ri�erside MSHCP Consist�n�y Appro�al�e.g.,JPR, ❑BESP� Y N ❑ � �ther(plecrse list in the spac�below as requiredj ❑Y � N If yes is answered ta any of th� questions abo�e, the Cvpermittee may require proo� of appra�al�cn��rage from those agencies as applicable including d�cumentation of any associat�d requirements that may a�Fect this Project-SpecifiG WQMP. LJ � , � -S- Water Q,uality Management Plan[�IVQMPJ ]ared rewelers --- - �. � 5�����r� �� ��fiirr���� ���k� lJ��I������r� ��.�C� pr�r��i������ Review of the information collec�ed in 5ection 'A' will aid in identifying the principal canstraints on site design and se[ec�ion of LI❑ BMPs as well as oppvrtunities t❑ reduce imperviousness and incorporate LID Principles into the site and landscape d�sign. For exampfe, constraints might include impermeable soils, high groundwater, groundwater pollution ❑r cantamina�ed soils, steep slapes, geatechnical instability, high-intensity land use, hea�y pedestrian vr �ehicular traffic, utility locati�ns or sa���y concerns. oppartuni#ies might include existing natural areas, �nw areas, oddly configured or otherwise . unbuildabfe parcels, easemen�s and landscape amenities including ❑pen space and buffers �wh�ch can double as locations far L[D Bi�retentian BMPs�, and dif�erences in efe�ation �which can pro�ide hydraulic head]. Prepare a brief narra�ive far each of the site optimizatior� strategies described belaw. , This narrative will he[p you as you pr�ceed with your�ow Impact De�e��pment �LiD� design and explain your design decisions t❑❑thers. • Th� 2Q�,Q SMR M54 Permit further requires that LID Retention BMPs �Infiltratian Dnly or Harvest and Use} be us�d unfess it can be shown that those BMPs are infeasible. Therefore, it is important that your narrati�e identify and justify if there are any constraints that would pre�ent the use of those categaries v��.ID BMPs. 5imilarly,you should also note opportunities�hat exist whiGh will be utilixed during project design. Upon �ompletian af identi�ying Constraints and �pportunities, include �hese ❑n.yaur W[�MP Site plan in Appendix 1. , ' Site �ptimizatian � � The fallowing questions are based upon Section 3.Z of the WQMP Guidance Document. Re�iew of the W(�MP Guidance Dacument will help yau det�rmine how best to ❑ptimize your sifie and subsequently identify opportunities and�or constraints, and document�ampliance. Did you identify and preserve existing drainage patterns? E�so, haw? If not, why? Yes, existrng drainage patterrrs preserved Did you identify and protect Qxisting�eg�tation? If sa, how? ff not,why? Yes, exrsting veget�atron preserved �id you identify and preserve natural infiltratian capacity? If sa, how? If not,why? Yes, exrsting pervraus areas to remain Did yau identify and minim�2e impervi�us area? !f so, how? If not;why? Yes, only impervious areas are burldrng and requrred parkrng Did you iden�ify and disperse runaff t❑adjacent pervious areas? If sa, how?lf not,why? Yes, runa�f drrected�o pervtous areas wherr pnssible � . _9_ . �IVater Quality Management Plan[V�QMP] ]ared]ewelers � �e��ti�r� �: �e�ir����t� C���ir���� ������rn��� �►r��� . �t����� Utilizing the procedure in 5ection 3.3 of the WQMP Guidance Document which discusses the methads of delineating and mapping yvur project site into individual DMAs, comp[ete Table C.1 below t� appropriately �ategorize the types of classification �e.g., Type A, Type B, etc.� per DMA for your Praject site. Upan completion of this table, this information will then be used to popu�ate and tabu�ate the corresponding tables for their respecti�e DMA�lassifications. Tabl�C.�.DMA CI�551�[C�t101�5 ;���"�§§�$ �"$aS°sro`.t��'§k?��a4��ia�..::r;���l�t��$?�t �Lt%�:�"ia�3���� .��t�i��f:i°,a�i�a���° ;� �F,�a g�xs��$3�es��°�8�y S�art�°k�;9�i��°;.......;&IS g&��..,.xF R,�t�$%�§8ga'�aa�tP�a� '�ag�4��:�;''8 ai��f;�e�g��`�t F., ��I��[me?sor:�id�r€��f�catior� � �ur� � e s •�, � �g� ' ,�:� a�5(�� Ft�� �;�$��, `��� �- �����°[�. A'�T� �� ��• ,� � �,.,{� ��?��a�•:ta4;;9:;e,:���°aar:af�F4sa�aras�a;r9aat�a;tas�t�a;z�a����a��[sc�a�,�aa w ���.�r�sa�ex�;����€3�3€9� �Y%z���s:3��t��i���§r3r`te��33?�&t'Se�'�a�3��i�?�atx���tP.z:��i���ta�?�3.�tY:�Pge�=.� ��e�t�i�i���.����§���s:[�?is�3a�d D�1 �R��� 5,85D Type D liefererrce Table 2-�in the WqMP Gurdane�Documeni to popula[e thrs column i ahte C.2 Type'F1','Se[T-Tre�tin�Ar�as � .s-�:e;��:� x e x�:,:,;: �, .•..; . .. ..» a,�. ., . . .. . ... .8 r. ..�, SS�1.£: .. :�L .l �{K5. #,j,C I&Y Y',k.-[d xvs. ,.%'�...z H:':�58&�,&3 C.G[G5"GS¢e.i.S.,.� "e'?:;SS ....$.e:n•.a%:,. 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S S. §z.3 t�E� 8 S�E6`.�$F� % � G NJA � Note:(5ee Section 3.3 of WQMP Gurdance Dacument�Fnsure thatpartrally pervivus areas draining to a Se�f-Retaining area do not exceed the fo!lvwrng ratro: 2 l 1 ImperUivus Frac��on1 � �Tributary Area:5elf-Retaining Area� 1"able C.�lype'D',Areas Dr�inin�to BMPs �i S�Yxy��:�RF��:jE:g44"�g9fF`��1��y�a;8.�%��g� �S��������°.��'�x8cx)�rqYfy'�fiq;:k4S:;FeB;*.:;�a�ga F��.°'°4„r..«.,pts$�F��gi,�° 8.��.^<.eF�:g x�d:a' 3 $:3£'.. 8 d F4 q�[.��❑"kY�. ��'.[;1�EJ��.`" I�g4���?�=�t°s�:SS�:s4 rF ,..�yj..r���i�r�����{s�$�E'"�"a��"?g��°���3,;-$V�§eV's°;'°<�%��3�g�a�a���iag�13 `a�s���y��ll$S"°�°.x;;�.Yx�e'a��o��?93t��s3��i �;��'�€'�'�`.I.�:�sF.:�-��.aw�r��;r�r���Et�;�r:x�..��r�u���x�I�IB I��a��<.�_ti'<..�'�����������:.�,,,f ota��Ps�ssri:�°�nt=..�fzt�����f�£�R?�II�t8��$s$eg����e4',��i x:ia��¢;��z�',�`�6�?����'�I&�'�����.��? D��. Roof fVo�e:More than vne DMA may drain tv a srngle L�fl BMP;hawever, vne DMA may nat drain to more�hnn vne BMP, � • - 7.1- �IVater Quality Management Plan�WQMP) jared jewelers , . . ;�. ��: . ������� [�� �r�������t L.�i� �i'��� � D.1 Infiltration Applicability An assessment ❑f the feasibility of utilizing Infiltration BMPs �s required for all projects, except in the �ollowing case: ❑ Harvest and U�e BMPs will be implemen�ed to address the Design Capture Volume �see the Harvest and Use Assessmen� below) �vr all Drainage Management Areas AND the project i� exempt�r�m HMP Performance Standards �Proceed ta Sectivn D.Z and Section F}. If the abo�e lvox remains unchecked, perf�rm a sit�-spe�ific evaluation of the feasibility of Infiltration 6MPs using each of the applicab[e criteria identified in Chapter 3.4.�. af tf�e WQMP Guidance Document and camplete the remainder of Section D.1. !s there an infiltratian concern {see discussion in Chapter 2.3.4 ❑f the WQMP Guidance Document far further details�? ❑ Y �N If yes has �e�n che��ed, both lnfiltration 6MPs and Hydrologic C�n�rol BMPs that include an infiltratian functionalities may not be feasible tar the site. It is re�ommended that yau contact your Copermi�tee to �er�fy whe�h�r or no� infiftration within�:he Project is infeasible. � Geatechnica[ Repor� � � A Geatechnical Report ar Phase I �nviranmental S�te Assessment may be required by the Copermittee to a ' confirm present and past site characteristics that may a�fect the use o�F�nfiltration BMPs. In additi�n,the . Copermittee, at their discretion, may not require a gEotechnical repart for small proj�cts as described in : Chapter � of t�e WCZMP Guidance Dacument. If a geatechnical repar� has been prepared, include it in Append�x 3. 1n addition, i� a Phase I En�ir�nmental Site Assessment has been prepared, include it in - Appendix 4. � Is this proje�t classified as a smal! project consis�ent wi�h the requirements of Chapter 2 of the WQMP Guidance Document?� Y ❑ N . lnfiltratian Feasibili�y Table D.1 �elow is meant t❑ pro�ide a simple rr�eans af assessing which DMAs an your site support �nfiltrat�on BMPs and is discussed in the WQMP Guidanr.e Document in Chapter 2.3.4. Che�k the � , ap�r�pr;ate box fa�• e�ch questivr� and then !i$t affecYed D111As as applicable. If additianai space is � �needed, a�ci � rav�below the�orresponding ar�s�ver. 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G.34�'..g`w.$�� S:f..SS Fe FY.$S F ...hav�any DMas vrith�seasvna[ni�f�graundwat�r mark shallawer than 3.0 feet? � X lf Y�s.fist affecter�DMAs: �,�,.����;;�;������g���� ,t F �. ��;...... ...havQ any❑MAs iocat�d within 1.00 fe�t of a water supp�y wel[? 7C � If Yes.iist affected DMAs: ;g���.��3����.;�i�sg��? ...have any areas ider�tifie� �y the gevtecf�niLal r�port a5 posing a �ublic safety risEc where infiltratian af 7C stvrmwater coufd have a negative impact? � [f Yes,list af�e�ted DMAs: ��8;���?�8�`���3� ...have measured i�-situ infiltration rates af]ess t�an l.b inches�hour? x �f Yes list affected DMAs: � '°�u`" g'�¢}�"� � :.�'�5��°�'�63�dyx$'4 37..5.... S°5..8..1,�E _ ��_ . . • • . VVater Quali�y Management P1an�WQMP] � � � ]ared jewelers � ...have significant cut and�or fili canditions tY�at wvuld pre�lude in-situ testing v� infiftration rates at the finaf x infiltrativn surF�ce? [f Yes,list affeeted dMAs:Cl�C2�C3�and C4 �������� '�`'�� � ...have any contaminated groundwater plume in the vicinity af the site? 7t If Yes.list affected DMAs: ...geotechnical report id�ntifi�s ather site-specific factars that wauld preclude effective and safe infiltration� 7C ���s•t a�•�a4ktT oescribe here: ���� � ° ������� . If you answered "Yes" to any af the questivns abo�e for any DMA, Infiltration BMPs shauld not be used for those DMAs and you should praGeed ta the assessment�'or Harvest and LJse belnw. � . � . - 13- . . Wa�er Qualiiy Managemen�Plan[WQ,MP� ]ared Jewelers � � . ., � D.2 Har►�est and Use Ass�ssment Pleas� check what applies; ' ❑ Reclaimed water will be used far the non-patable water demands for the Praject. ❑Dvwnstream water rights may be impacted by Harvest and Use as appro�ed by the Regianai Board [�eri�y with the Copermittee}. � XThe Design Capture Volume �DCV} wil! be addressed using In�iltratian �nly BMPs. In such a case, Harves'�and Use gMPs are still enc�uraged, but �t would nat be requir�d if�he ❑CV will be infiitrated or e�apotranspir�d. �t any of the abo�e boxes ha�e been checked, Harvest and Use BMPs need not be assessed for the site. If neither of�he abo�e criteria applies, f�llaw the steps befow to assess the feasibility of irrigation use, toilet use and ❑ther nan-pntahle uses �e.g., ind�striaE use}. Irrigatian �lse FQasibi�ity � Comp��te the following steps t❑ determine the feasibiiity ❑f harr,�esting stormwater runofF tor frrigatian LJse BMPs an�yo�r sit`e:� � • • . - . . . . . Step 1: fdentify the tota! area �f irrigafed landscape an the site, and the type af landscapin� used:' Total Are❑o�lrrrgatecl Landscape: D.41 acres � Type o�Landscaping(Conservafron Desrgn orAc�ive TurfJ: Canservation Design � � � Step 2: ldenti�y the p�anned tota� o�a!! impervious areas on the proposed proje�t f�-om whicf7 runa�r might be feasibly captur�d and stored for irrigatian use. Depending on the canfiguration o� buifdings and other imp�rvivus areas on the site, yvu may cansider the site as a w�vle, ❑r parts of the site, ta e�al�ate reasvnable scenarias for capturing and storing runoff and dir�cting th�stared runoff to the patential use�s} identified in 5tep 1 above. � Tota1 Area a��mpervrous Sur�aces: �.2fi acre� Sfiep 3: Cross reference the Design Stvrm depth for the project site �see Exhibi� A �f the WQMP �u'idance Document� with the lef� c�lumn of Table 2-4 in Chapter 2 tv d�termine the � minimum area of Effecti�e �rrigated Area per Tributary Impervious Area �EIATIA}. • E'nter yo«r ElAT1A�acfor:2.JQ � ' Step 4: IVEultip�y 1;he unit Walue c�bta�ried frorr� 5tep 3 by th� tatal of imperviaus areas from 5tep 2 ta � � �.de�elo�the minimum irri�ated area that wou�d h� requir�d. � � !Vlinirriurm required rrrrgated urea: 3.65 acres 5tep 5: Determine if har�es�ing starmwater runoff fvr irrigatian us� is feasible for the project by c omparing the total area �f irrigated land�cape {Step 1] to the minimum required irr�gated�area , �St�p 4�. � Minir�urn required irrigated area �5tep 4� A�ailable Irrigated Landscape{Step 1� � 3.65 acres ' �.4�.acres � - �4 jl�Ta�er Qualz�y Management Plan[WQMP) jared]ewelers . �_ � Tailet Use Feasibility Complete the f�llowing steps to determine the feasihility of harvesting stormwater runoff for t�ile� flushing uses on your site: . 5tep 1: fdentify the prvjected total number ❑f daily toilet users during the wet season, and accaunt for any periodic shut dawns or other lapses in occupancy: � Projected 1Vumber n�Dai1y Tor�e�Users:9� Project Type: Cvmmercial ' � Step �: Identify the planned tota� af all impervious areas on the prop�sed Proje�t from which runo�f might be feasibly captured and stared for �oilet use. Depending on the can�iguration �f buildings and ❑ther impervious areas❑n the site,yau may cansider the Project site as a whale, or parts of the site, to evaluate reasonabfe scenarias for capturing and storing runoff and directing the s'�ored runaff ta the potential use�s� identified in 5tep 7. above. Total Area o�rmpervlvus Sur�'aces;�.26 acres . Step 3: En�er the Design Storm depth for the praject site �see Exhibit A} into the left co�umn of Table Z-3 in Chapter 2 to determine the minimum number�or toilet users per tributary imperviaus acre �TUTIA�. • Errter your TUT1A factar:222 � Step 4: Multiply the unit�alue obtained from Step 3 by the to�al of imper►iious areas from 5tep 2 t❑ de�el�p the minimum number of�ai[et users that would be required. Mrrrrmum number of toile�users:2ST Step 5: Determine if harvesting stormwater runoff for toilet flushing use is feasible for the Project by camparing the Number of Dai�y Tailet Users �Step 1} t❑ the minimum requir�d number ❑f � toilet users (Step 4}. Minimum required Toilet Users�Step 4� Prajec�ed number of toilet users�Step 1� 222 9� �ther Non-Pvtable llse Feasi�ility , � Are there other nan-po�able uses for stormwater runaff❑n the site �e.g. industrial usey? See Chapter 2 of the Guidance f�r further infarmation. if yes, describe below. If no, write N�A. N�A Step 7.: Identify the projected a�erage daily nan-potable dernand, in gallons per day, during the INet Season and a�caunting for any peri�dic shut downs or ather lapses in accupancy or vperation. Average�arly Demand:N/A 5tep 2: ldentify the planned t�tal of all impervious areas on the propased Project from which runoff � might be feasibly captured and stared for the identified non-potabl� use. Depending on th� canfiguration vf buildings and �ther impervious areas ❑n the site, you may consider the - 15- Water Q,uality Management P�an[WQMP] ]ared jewelers . � .; � Praject site as a whvl�, or parts of th� site, to �valuate reasonalal� scenarias far capturing and storing runoff and directing the stored runoff to the potential use{s} identifi�d in Step 1 aba�e. Tot�al Area o�lmpervious Sur�aces:N/R Step 3: �nter the �esign Storm Depth for the Project site �see Exhibit A� into the left column o�Table Z-5 in Chapt�r 2 t� determine the minimum demand far non-potable uses of stormwater runvff per tributary impervious acre. Ent�er fhe,fact�or from Tab�e 2-3:1�/A S�ep 4: Multiply the unit value obtained from Step 4 �y the total of imperviaus areas from Step 3 ta develap the minimum gpd af non-patable use that wauld be required. N1�nimum requrred use:N/A . Step 5: Determine if harvesting starmwater runoff for ath�r non-potable use is feasibl��or the Praject by comparing the Number of Dai�y Toifet Users t5tep 1} to the minimum required number of toilet users�5tep 4�. , Minimum required nQn-potable us��Step 4� Projected a�Qrag�daily use �Step 1� N/A N�A If lrrigatian, Toilet and ather Use feasibility anticipated demands are less #han the applicable minimum � � �alues, Harvest and llse BMPs are not required and you should prviceed t❑ uti�ize LID Bi�retention and Biotreatment B��IPs, unless a site-specific analys�s has been completed that demonstra�es technica� infeasibi�ity as nQ�ed in D.3 be�vw. - � � D,3 �iflretention and Biotreatment Assessment �th�r I.ID Biaretention and Biatreatment BMPs as described in Chapter 2.3 of the WC�MP Guidance Document are�easible o� nearly all de�elopment sites with sufficient ad�ance planni�g. Select ane o,f fhe�allowing: X LfD Bioretention/Biotreatment 6MPs will be used for some or all DMAs of the Pro�ect as no�ed below in Sectian D.4 ❑ A site-specific analysis demonstrating the technical infeasibi�ity of all LID BMPs has been perFormed and is included in Append'€x 5. If yau pfan to submit ar� analysis demonstrating the technical infeasibility of LID 6MPs, request a pre-submittal meeting with the Capermittee with jurisdiction o�er the Project si�e �o discuss this aption. Proceed to Section E t� document your , alternati�e compliance measures. �J ' -16- Vllater�,uality Management Plan(VI��,MP) Jared]ewelers � �#. � �.4 �ther Lxm�t�ng Geotechnical Conditions �nsite retention may not be feasible due to spe�ific geotechnical cancerns identified in th� Geate�hni�al Report. If any,describe below. If no,write N�A: , � N�A ` Tabte D.z G�otechnica]�oncerns far C3nsi�e�et�n�ivn Table ¢ � I � ! I] I� �; �� g CoIlapsihie Svil Expansi��Svil Slo�es Liquefaction ' �ther D.5 Feasibility Assessment Summaries From the Infiltration, Harvest and Use, 6ioretention and Biotreatment Sections abave, complete Tab�e . ❑.3 be��w tfl summarize which LI� BMPs are technically f�asib[e, and which are nvt, based upon the established hierarchy. Table i].�LfD Prioritixatfpn Sumrnary Matrix � .�krF't e�c�a;••;c;! ;a��z r:�;s•s .s•,�,s;S:i:FY�,II a:€� �A°ax E.� :i':d a£e. �F�°:�r°'%'I;�„°;°88.a;ra ;r;x�"•qg, � •rc m;••ttr r;� frt":5., a':.st :i°fiS;'a:�sir"°^,=8u� •.r•§..tt;�s:�;3:1- s�. .:is�,�zpS,a:i�...q,.��^'3,��;�;;s�l;�3s�tc°-z;,.„.,�;.�C,.gg.� ,�s;��s aY�'��'F € ��S,u�s. ,�`�s,.�d.t�"s�����g.;��¢��a% .S�i� �..:u�:�.�:��Y.��Ssez�;.�� P•��a;;�14�°'i�ggx n°z�s<.aa•;4�°� F�:k��t-s$F .��r��,�. �;�; .x�;�: �-�� ����;>.��.�; ;���������-�����;:��'�����F �I D�M p H i��a r'cFa y:���,,��. � �}• ��� xi� &����3 �,x ,�.g•�.E.,. 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N�A � - �.7- Water Quality Management Plan(WQMP] � rared jewelers . , ��: � D.6 LID BMP S�iing � �ach LID BMP must 1ae designed ta ensure that tlie DCV will be addressed by the selected BMPs. Firs�, calculate the DCV far each LI❑ 6MP using the VBMp wor�sheet in Appendix F af the'LID BMP Design Handbaok. 5econd, design the �ID 6MP t❑ meet the required VgMP using a method approved by the Cop�rmitte� with��risdiction o�er the Pr�ject site. Uti[ize the worksheets tound in the L�D BMP ❑esign Handbook ❑r consult wi#h #he Copermittee to assist you in carrectfy sizing your LI� BMPs. Comple#e Table D.4 belvw to document the DCV and the Praposed Volume for each LID BMP. Pro�ide the completed design pro�edure sheets�or each LID BMP in Appendix 6. You may add additianal raws to the tab[e below as needed. � Ta�le C7.4 C�CV Calcu6a�ions�vr�.1D BMPs r �, .e.�.���.g�� �" S�?s�':c�y�s�.�?9`�Fi� �i d '`$% a,ii; ��� a��s�xea,q�;a., � ' �'"�"9��8tsi�a gii ,� �t'�, .. � � e 5 '�°j� s � ; ��%e p�, PQs�'- ' `•- ,, ��� QIViA.�3���.�,�y g �3� �:s���g � e��;�Y���gq8;� SS g 1 g � � �� 5�%����. � &°' '� Q�a� ,� L *� 'Y Se��8� 9�� @;�.}� fi I '�EG;��, .� �� �qq��� d e� �.DIYI��%� ����D�@���� �����+1:��. � •e�;�is �i d 1�I��E�� � �'���� .��, °�°���� �:�& '�������' °�: `�?�����������. � � ;�'����w g �������� Enter BMP fVame lder�ti ier J�lere �D��►IIA ���p�gg, ��s�u�� � ���'f�pa •�� lgmyperv�v�r'��� 7 �n��Ff��� �na�ff� � r � �. �,sE]�ES§° ��'°�.s�k. ���] ��Y�b8 i��a2 � �� ES 8S 5(;�5��.� C 'x�. �� ' { ������ � � � �� � � ss �����r��io ��. �_ t������ Fac�nr�� ����������#���t �, � ��T�YP��g� � ,�.�,�._ ;� �ac��r� s.��' q $� a�p�ee y � �8�8:�,z.. � , g��Y. $�5P F ....A$� ��" � �8 �8������t CS%��%g�g��%P%������ � �� � ��. �� � A �r ��,. '�' ° � ���:t � ` � ��'':�� � ,i%t�� I,�ix`§t€�r����������s.t�a„r•;�•��Ffi���ae. �e���.��@P;,i�:�e ke ts�&�t.€����s`r.'Li`aT� �.� I�ig s�.a u�, o�� s,s.so Roof � o.sg 5 207 ���g�M�:�y��8�g�.���y������ s,��;r�����g� .���.x ��� ���� .:`� . � .� Y£e .£FF;E d3gqy�� ��^0< �g� �pp g' Y�& �g g: �'P2�q �Y8 y�$�,�r�opose,a��.; ����i3;�i$[�'Py.��g�t t' cs. F 4.av a a r Es qt� ��'P"3e4L81Y:f Fi pp§ $ nY�A f� 1I/��,�//=�&�/►�py�g��p�°� []e�srgnY e� " �� '��$ �y& '�,s �edr V!L11!!G �F 8.� �S yd Y'j S 8�5$� Y.: " i��%a��B� g� .�.�' ��,� �� ��� ��3? �fr3��, � "� e% � y.: �Sto►'m��� ��.a ��� o Ptans&: ��s�i�s���� -�� g����°> �..' �&, ���. ,e� w ��,- �,D�`" ��`���$�D$�.V;'Vg ��p��g'������a�T � �`bi����,_���� � :�p� �'$�rI����� ���S$Fne 6 a��°"G�������;r����s ���n)�ra������(cub►c,�f e:rj���;ra����fee� ����� � � �_�;���.;��,x, Ar � 5,850 E�5,��7 �.85 �368 450 � Igl►[Ga�5 abtained as des�rib�d in 5e�tian 2.5 qf the WqM�Guidan�e Document [�]is vbtained from�xhi�ait A in the WC�MP Guidance Da�ument . � [G]is obtained from a design prvicedure sheet,such as in LID 8MP Design Handbaok and piaced in Ap�endix 6 Each I.ID BMP must be designed tv ensure that the ❑esign Capture Volume {DCV�wil[ be addressed by � � the selected BMPs. First,cal�ulate the Design Capture Valum�far each LID BMP using the �VgMp� war[�sheet in Appendix F of the l.l❑ BMP Design Handbvvk.Se�ond,design the LID BMP�ta meet the required VeMP using a method appro�ed by the Capermittee. lltilize the warksheets found in the LID BMP De�ign Handbook or consul�with your Copermittee. Complete Table D.5 below ta document the Design Capture V�lume and the Proposed Volume far each LID BMP.You can add rows�o the tahle as needed.Afternati�ely,the 5anta Margari�a Hydralogy Model {SMRHM� can be used t❑size LiD BMPs to address the DCV and, if applicable,to size Hydrologic Cvntro� BMPs to meet the Hydrologic Performance 5tandard af the 5MR HMP, as ident;fied in 5ec�ion E. Ta�le 0.5�l0[iMP Sixing p � � ;�� ; D � ol Infiltration Trench D�1 Infiltration Trench 368 45fl � . - �8- V1later Quality Managemen�Plan[VVQIVIP) Jared]ewelers . . , .�, _ . • _ :=y � ������� E: �r�n ��r���t � d�r��+� i� ������a� ��P� ��n� � � � S���rr���t ��pp[� ���� �� a �omple'�ed, Tah[e A.� demonstrates that the praject is exempt fram HMP Performance Standards, specify N�A of proceed to 5ectian F, if applicable, and Se�tion G. E.1 �nsit� �easibiiity of.Hydrologic CQntr�l BMPS An assessment af the feasibili'ty o� imp�ementing onsite Hydrolagi� Cnntrol BMPs is required �'or aE� projects. Sefe�t one of the following: x Yes—Th� impl�mentation af Hydroiogi� Cantr�� 6MPs is feasible onsite. (Proceed tv Step E..� p'RC.� 5te�a E.4 j - �r - ❑ No-�The pro�ect site is larger than one acre ar�d the implemer�ta�ion ❑�Hydrologic Cantrol BMPs is nvt feasibfe onsi�e. [Proceed to 5t�ep F.5 and Step F far Alternative �'ompliance u�vn approval o�t�he Technic�r�Fea�ibi�r�yAssessrnent by the Copermrf�tee] � ❑ No — Th� project site is smaller than ❑ne acr� and the imp�ementation of Hydrolo;ic Con'�rol BMPs is not feasibie onsite. [Pr�ceed to St�ep E.2} � If the r�ason� for infeasibility are di�Ferent from those listed in Secfiian D.1, describe the technical ar spatial reasans that preclude the impiementation a�onsite HydraEvgic Cantro� BMPs. If noney v�rrite N/A: N�A � Appraval af the condition for infeasibility, if any, is required by the Copermittee. Has the c�ndition for infeasibility been appro�ed �y the Copermit�ee? � ❑ Y ❑ N � NfA E.� IV�Je�ting #he HiE11iR P�r��rm�n�� St���lard fvr �r�all Pr�ject Sites Select one of tF�e�a�fowing: � 7S Yes—The project site is equal to ar larger than one acre. (Proceed to 5�ep E.3, Step E.4, and 5�ep E 5] � Or _ ❑ Na --T[�� project site is less thar� one acre. (Follow t�he r�marnder af Step E.2] � Dnly a 5implified Tec�nicai Feasibility 5tudy is r�quired �rom th� appl�cant. Camplete the Simplified Technica� Feasibility S�udy in Appendix 7, whicf� must i��clUde, at a rninimum, the so�2 c�nditions a�the - �.9 VV'ater Quality Management Plan[V�l'Q,MP} �ared Jewelers • . . �:,, � PDP, a demanstration ❑f the lack ❑t avai�able space for o�site Hydrolvgi� Cvntra[ BMPs, an explanation . of prohibi�i�e cvsts tv impfement Hydrologic Cantrol BMPs, and a wri�ten ❑pinian from a Registered Geotechnical �ngineer identifying the infeasibility due to geotechnical cancerns. 5elect vne vf�the fo!lvwrng; ❑ Yes—ansite Hydrologic Con�rol BMPs ar�feasibl�. (Proceeaf to 5tep E., Step F.4, arrd 5tep E.S] - nr - ❑ No — �nsite Hydrologic Cantrol BMPs are not feasible per the Simplified Technical �easibili�y Study. [Proceeaf �o Sectron E.5�vr Sediment Supply Per�'ormance Standard and 5ectran F,far • A�ternatrve Complrancej � E.3 Hydralogic Contrvl BMP Se[ection Capt�re❑f the DCV and achie�em�nt of the Hydrvfogic Perfarmance 5tandard may be met by c�mbined and�or separate structural BMPs. Similarly, compliance with the two identified r�quirements may be fuI[y or partially achie�ed onsite. - For each DMA, identify in Table E.�. if the DCV is �ully �� par�ially captured onsite, if the HydraEvg�c Per�ormance 5tandard is fully or partia[[y met❑nsite {by using the SMRHM identi�ied in 5tep E.4�, and if � s�ructural BMPs for compliance with the LI❑ requirement and the Hydrologic Performance S�andard are . cambined. • Tabl�E.1!.[D&�iydromvdification SMP L�catian DMA LID 6MP Hydrafogic Control Combined gMP type and ID BMP BMP � Onsit� � �nsite ❑ Partially qnsite ❑ Partiaffy�nsite ❑Yes 0�1 Planter 6ox,Infiftration 7rench ❑ Offs�te ❑ �ffsite � No � ❑ Nane RQquired ❑ None Required Dnsite ❑ �nsite � ❑ Partially Dnsite ❑ Partially❑nsite � a,�$!t� ❑Yes ��A ❑ ❑ffsite � Nane Required � N° ❑ None Requ�red ❑ ons��e ❑ on5�t� � ❑ Partially❑nsite � P�rtially�nsite � Yes ❑ �ffsite ❑ �ffsite � No NIA ❑ None Required ❑ Non� Required � Far ea�h DMA pro�ide a narrative describing if the DCV and the Hydrolvgic Performance Standard are t❑ be �ully managed onsite. If not, the narrati�� should detail hvw and where of€site structural BMPs will � achie�e managemen�of the DCV and the Hydralogic Performance Standard. -zo- �►Vater Quality Management Plan[`IVQMP] ]ared Jewelers � • •_ . � DMA#1-Dnsite with Biaret�ntian , DMA#2-�nsite with fn�iftration E.4� Hydrvlagic Control BMP Siaing Each Hydro�vgic Con�rol BMP must be d�signed to ensure that the flow duratian cu�-ve vf the post- de�eivpment DMA will not ex�eed that o�the pre-existing, natural�y occurring, DMA by more than ten , percent❑�er a ❑ne-year peri�d. llsing SMRHM, the applican�shall demonstrate that the performanc� of each designed Hydro�ogic Control BMP camp�ies with the Hydrologic Per�F�rman�e S�andar-d. Complete Table E.2 helow and identify, far each DMA, the type�o� Hydrologic Controf BMP, if the 5MRHM mode[ confirmed the management {fdentified as �rpassed" in SMRHM}, the t�taf �olume �apac�ty o� the . Hydrologic Control BMP,�he Hydrofogic Contral BMP f�otprint at top ffoor efe�ation, and the drawdown time of the Hydralagic C�ntrol BMP. SMRHM summary reports shauld be dacumented in Appendix 7. Refer ta the SMRHM Guidance Document for additional information on SMRHM. You can add rows to the table as needed. . ' Ta�xle�.�Hydrologic C�n#ro1 BMP Sixing � p j` � e �� E) � � � o�P�. �g � � fnfiltration DZ lnfiltration Trench � � � ' Trench . ❑ � � ❑ � E.5 Implement Sediment Supp�y BMPs The a�plicant may refer to 5ection �. 3 ❑f the SMR HMP far a comprehensi�e description ❑f the methodolagy to meet the Sediment Supply Per�ormance Standard. C�mplete the follvwin� steps to determin��ompliance Urith the 5ed€men�Supply Performance Standard: Step 1: Identify if th� site is a Significant Source of Bed 5ediment Supply to the receiving channel ❑ Step 1.A—Is th� Bed Sediment of ansi�e streams similar to that o�re�e€�ing streams? Rate the sirnilarity: ❑ High ❑ M�dium . . � Lov�i Resu(ts fram�he geatechnical and 5ie��analysis ta be performed both onsite ar�d in the re�ei4�ing channef should be documented in Rppendix 7, at particuiar interest, the r�sults❑f#he sie�e analysis,t�e soi!erv�iuility Factor; a ►�es�riptian of'th�ta�ogra�ahic reli�f af the prvject area, and the litl�alogy❑f ansit�so�ls shauld be reported in Appendix 7. � � , . , . � � � -2�.- Water Quali�y Managemen�Plan(WQMP] jar�d]ewelers � ❑ Step �..6—Are vnsite streams capable of deli�ering 6ed Sediment Supply from th�site, if any,t� � the receiving channel? Rate the poten�ial: ❑ High ❑ Medium � Law Resu[ts from the analyses of the sediment deli�ery pvtential to the recei�ing channel should be documented in Appendix 7 and identify, at a minimum, the S�diment 5aurce, the distance ta the � recei�ing �hannel, the ❑nsite channel density, the project watershed area, the slope, length, land use, and rainfall int�nsi�y. ❑ Step 1.0—Will the receivEng�hannel ad�ersely respond to a change in ged Sediment Load? Rate the need far bed sediment supply; - ❑ High � ❑ Medium ` � Low Results from the in-stream analysis to he per�ormed bo�h ❑nsite should be documented in Appendix 7. � The analysis should, at a minimum, uanti the bank stabilit and the de ree vf incisian ra�ide a q �v v g , p gradation of the Bed Sedimen� within the recei�ing channel, and identify if the channe€ is sediment . supply-limited. ❑ Step 1.D—Summary of Step 7. 5ummarize in Tabl� E.3 the f�ndings af 5tep � and associate a score �in parenthesis� ta each s�ep. The sum ❑f the thre� indi�idual scares de�ermin�s if a stream is a significan� contributor ta the r��ei�ing str�am. � • Sum is equal to ❑r greater than eight - SitQ is a significant source o� sediment bed material —all ❑n-site streams must be preserved or by-passed within the site p[an. The applicant shall proceed t❑Step�for a[!onsite streams. • Sum is greater than fi�e but lower than eight.Site is a source of sediment bed materia[— svme af the ❑n-si�e streams must be pr�served �with identified streams noted�. The applicant sha�l praceed t�Step z for th� identi�ied streams only. ■ Sum is equal to ❑r lvwer than fi�e. Site is not a significant saurce o�F sediment bed material.The applicant may advance to Section F. � -22- Watex•Quality Management Plan[W�,MP) � Jared]ewelers . .. . . . . � � Tabfe�.3 Triac�Ass�ssi�ent Summary . 5tep Rating Total S�ore 7..A ❑ High(3� ❑ Medium �2} � Law�7.� i : �..B ❑ High{3� ❑ Medium �2� � Low �1} 1 1.0 ❑High�3� ❑ Medium �2� � Low�1} 1 Significant SvurGe Rating of Bed Sediment to the recei�ing channel�s� 3 5tep�: Preservation of)dentified �nsite Channels �nsite streams ident�fied as a 5ignifi�ant Source❑f Bed Sediment should be a�oided in the site design. Che�k ane o�the following: � � The site desi�n dves a�oid all ❑nsite channels �denti�ied a�a 5ignificant Source a�Bed Sediment (The applicant may drsregard subsequent steps o�Sectior�E.5 and�irectlJ�aafvanee direct��y�o Sec�ion F.} - - 4r - ❑ The site �esign does NDT�r►vid a!I onsite channels identified as a 5ignificant 5ource of ged 5ediment . (The opplicant n�Qy proceed wit�h t�he subsequen�s�eAs of Sectivn F,5]. • , � Pro�ide in Appendix 7 a sit� map that identifies a!I ❑nsite channels and highfights those ❑nsite channels - tr�at were id�ntified as a 5ignificant 5aurce of Bed Sediment.The site map shall demanstrate, if feasible, that t�e site design avoids those �nsite channels identified as a 5ignificant Source of Bed Sediment. fn addition, the applicant shall describe the characteristics of each onsite channel identi�ied as a 5ignificant 5aurce �€ 6ed 5ediment. i�F the design plan canna� a��id the onsite channels, please provide a rationale for each channel individually. NjA � Step 3: By-Pass ❑f lipstream Drainage�s� to Preserve �he discharge of Bed 5ediment Supply t❑ the recei�ing�channei�s� � . ' Onsite channels identified as a 5igni�icant S��rce d€ Eed'Sediment Supply should be by-passed the discharg� vf Bed Sediment Supply fin the recei�ing channel{s�. Check orre vf the follvwing; � � . , . ❑ The site design does avoid and/vr bypass all onsite channels identified as a sour�e o#' Bed Sediment Supp(y[The applicant may afirectly advance to Sectron F y � - nr - ❑ The site design daes N�T a�oid or by�pass a!! ansi�e channels identified as a source of Bed Sediment � Supply[The app�rcarrt may proceed to an Al�ernat�ive Approach, as defined rn Sect�ron F}. -23- V�at�r Quality Management Plan[VITQMP� �ared J�welers �. , . �_: :;,. � Pravide in Appendix 7 a site map that identifies all ansite channels and highlights those ❑nsite �hanne�5 that were ident�fied as a 5ignificant Sour�e of 6ed 5ed�ment Supply. The site map shall demonstrate, ��r feasibfe, that the site design avoids Qr by-passes those onsite channels �f signi�icant 6ed Sediment 5upply ta the receiving channel�s�. In addition, the applicant shalf describe the charac�eristics of each � onsit� channel identi�ied as a 5�gni�ican�Source of Bed Sediment Supply. If the design plan cannot a�oid vr by-pass the�nsite channels, please provide a rati�nale for each channel indi�idually. • N�A �� . � � -24- 'VV'ater Quality Management Plan[WQMP) ]ared]ewelers • • � • � . . .. f., � ���t��r� F: �I��rr������ ���������� LID BMPs and Hydrologic Ca�tral BMPs are exp�cted to be feasible an�irtually all projects.Where LID BMPs and�or Hydralogic Control BMPs ha�e been demonstrated t❑ be infeasible as dacumented in Sect�on D and/vr Section E, respectively,other Tr�atment Contral BMPs or alternati�e compliance approaches must be us�d �subject L[D wai�er and�vr HMP a�ternative compliance appro�al by the Copermittee�. In addi�ion, if supparting dacumenta�ion demanstrates the infeasibility to implemen�Sediment Supply BMPs onsite �See Section E.5�,the applicant may refer t❑Section F.5. Check one❑f the#'allvwing boxes: � x LiD Principles, LID BMPs, Hydrologic Contro� BMPs,and Sediment Supply 6MPs ha�e been iricorparated into the site design ta fully address all Drainage Management Areas. N� alternative compliance mea�ures are required�or this project and thus this Se�tivn is no�required to be completed. � 4r - ❑ LID Principles and l�D 6MPs ha�e N�T been incorporated int❑the site d�sign to fu�ly address the LID requirements for afE Drainage Management Areas ANO HMP Performance Standards are not ' fully addressed in the following Drainage Management Areas. , � a The fallowing Drainage Management Areas are Unable to be address�d using��D BMPs. � A site spec�fic ana�ysis demonstrating technical inteasib�Iity vf�ID BMPs has been � approved by the C�permittee and included in Appendix 5.The fall�wing alternative compl�ance measures on the following pages are being implemented tv ensure that any pollutant faads expe�ted to be discharged by not incorporating LID BMPs, are fully . mitigated.The applicant should cvmplete Sec�ion F.�,Sectian �.2, and Section F.3, as applicable. o A�ite spe�ific analysis demonstrating technical infeasibiEity of Hydrolvgic Control 6MPs and 5ediment 5uppiy BMPs has been appro�ed by the Copermittee and included in Appendix 7. Pr�jects less than one acre have campleted the Simp�ified Technica� � Feasibility Study.The applicant s�auld camplete Section F.5 and�or 5ection F.6,as applicable. NIA � 4r - � . �25- . Vllatez•Quality Management Plan[WQMP� Jared]ewelers + �.. - y- � ❑ LID Principl�s and I.ID BMPs ha�� been incorporated int❑the site design to fully address the DCV for all Drainage Management Ar�as. However, HMP Per�ormance 5tandards are not fully addressed in the fvllowing Drainage Management Areas.A site speci�ic analysis demonstrating technical infeasibility of Hydrofogic�vntrol BMPs and Sediment Supply BMPs has been appro�ed by the Cvpermittee and included in App�ndix 7. Projects 1Qss than one acre ha�e completed the Simp�ifi�d Technical FeaSibiiity.The applicant should camplete Sectian F.5 and�or Sectian F.6,as applicabl�. N�A � � � �25- � . Water Quality Managemen�Plan�VITQMP] Jared Jewelers . ,. � . .�. ,. � - F.1 Id�nt�fy Pallutants of Concern �tilizing Tahle A.�. from Section A above which noted your project's Recei�i�g Waters and their assvciated US�PA appr��ed 303�d} listed impairments, cross reference this intormation with that ❑f , your selected Priority Development Project Categary in Table F.1 befow. I� the identified General Paflutant CategoriQs are the same as those listed for yaur Recei�ing Waters, then these wi�I be your Pollutants of Cvncern and the appropriate box❑r boxes will be che�ked on the �ast row. The purp�se ❑f this is t❑ document �omp�iance and to help you apprapriately plan for mitigating your Pollutants of Concern in lieu of implementing LID BMPs. Table�.�Aot�n�i�l Apffutants by[.and Use Type �� . s � ���� �€n ,; �Prior� ; °,e►re ap erit� ne �N�,po luta t Ca�.g.o ies . �p �ect �atego �es �andlor� � y 'Ba erial ;��, c , 'Tras p' � ;P �ec -ea res �chec t os�:� Mc�a1s 'Nut�ents Pesticl es Organ�c ' �imenfs �� � ���'�� I , ' ��I d c to ` `' De s ��rease ���pP,�Y,�� Campounds b��s��..���e��� �etached Residential � De�elopment � P N P P N P P P �Attached Residential {2� � De�elopment P N P P N P P P � Commerciallindustria� P�aa P P(�f P[�f p�51 pt�f P P De�elapment � Au�omotive Repair N P N N P{¢��f N P P . 5hops � , � Restaurants � P N N N N N P P ��5,da�f#�} • • � Hil�side De�eIapment 'P N P P N P P P ��5,����t } � ParKing Lots Pisy P pt�� P{�� P�4} P{�} P P (�5,Q�D ft } ❑ Retail Gasoline Dutlets N P N N P N P P �'Projec� Pc a i y'�o� u�a�s`° � ` . o��Co ce n 0 ; �� � �% p � P=Pofenfral N=Nat Patenfia! �'�A po#entral Pollutanf if nan-nafive landscaprng exrsfs vr rs propvseaf vnsi#e;o#herwise nof expecfed {�}A pvfentra!Pollutan#if the proje�t rncludes uncoverea�parkJng areas;vtherwrse nof expecterl {3�R patenfia!Po!lufant is land use rnvolving animal wasfe • �¢}Specrfically pefrvleum hydrocarbons {�t SpeGrfically solvenfs {&�Bacferral indreafors are rvutrnely defected rn pavernenf runoff � -27- Water Quality Management Plan(VWQMP] . ., , jare d]ewel ers � � F.2 Storrr�v�ater Credits Projects that cannot implement LID BMPs but r�everthel�ss impiement 5mart Growth Prin�ipf�s are potentially eligib�e for Stormwater Credits. Utiiize Table 3-7 within the WQMP Guidanc� Dvcument ta ;d�nti�y yaur Project Category and its ass�ciated Water Quality Credit. �f not applicab[e, write N/A. Ta�te�,2 Stormwater Cr�ciits ��a�r:esx�: �.,...���•� ��;,-�;:s.,:� e�, ;�+ :n °'�:`�. .� .€.,�,�"..Fsff ;a :�ts.k�,s�;�ig.4r:3���t�v "`fa E&��''�' •;a�n�ta�a..;r�;�ga:ci;.:4°E:i�3i•;;;e�:,;�g;g�€+4Hg�x:a z x t�ar�3i?' �T�'$�;:t��"r'���a�9 �s.� � $��Q�a:li..�Y:;!�.�p=��.�e�����x�����,rt��:��z��u����;a��s��,°��M��:`..��u°°� ��aC��d i��P;e��e �fa e��^�°�g� ���:$�_a��' ;Fg�,�� . . ....,... . . .... .:a.,.. ............. . .. 18�F�eB...�.A.�e���rx..;..�§.,.s...a...��.Ss.a..c....,x,.��a.,�,��..:..s°7`�•..k...ex'ii��....�'1c�.i,.��,s.. NaN� Tota�C'redit Percentage 'Cori�rnt Fxceed 5�� ��htain correspondrng dutu fram Table 3-7 in the WQMF Guiddnce �vcumerrt F,3 Sizing Criteria After you appropriately considered Stormwater Credits fve yaur Project, utilize Table F.� below to a�propriate�y size them to the DCV, or Desfgn Fla►�,r Rate, as appl�cable. Pfease reference Chapt�r 3.5:5 af the WQVI� G:�idance �acument for�urther informatior�. . � . � �"a�il�F.�Treatm�nt Contro[�3MP Siaing .;x?.�; �>.�":��5 0��su.;�r?i��,R;��:�:$?a°r�:�.ig<°$�S%�z['�sa,�.I�8"'°��3 8 3 8i�;t:E::Ei"r".q:e;YS�;]F°�'E5�° a� ue�r:�§� 'S ,�ia'ap`s:w'• .'�: �:°���!�� t:sF:S,x$.::t i�k k .r,si:;a��,�q�,,� +';'s a�� 2Y�s f��� TT�]}'� �, �>�$$�$:6 S; '.v.. a;e�,)'i �� � ',�s'$��Fs f� +�S%S:e$i4t.G: .A°S..h sC4' .�.i�: lQ;,zH �q,�8&e �a C :E. 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[ � q}' ;n�[:- e y i:i`�j, �%E�:�,E�{.��?�a�; t# $��� �� ��s$�° 3::�9 t`.� ��:a� ���p a�g: °�; ( 9 �:�.%"' t ; "�< � �.�..:. � � �.a, ��S�vrrrm�,��.�v �]esig F�ow�F� Credrt� g��•�F�6 �cu�irc�� �f r ����t��° �4�ag,,�� ,�, �' �, �� ���� ��,, � ,� ;�;� ���; ,� ��,,���r$:��. �������� �,�a� '��x��� , �ep�h� ��;��R�rfe�&�`��{cub`c;��Re uc ro �� ,ee�Y xF Y�oBr;� �:���� �� ��°�����������' S °�:=.g�'� =i�� � � %€����� ; �;�, , ���l�)u���=;r,�f��Ft��ar�;cfs�,�����#:$���;;�'�����' 3�r��fs��:�������� AT , � � � 5,850 I E=5,2Q� �.85 358 CF 0 45❑CF -- � [B],�C]is abtained as described in��eetion 2.5 from the WqMP G�aiciance Dact�ment [E]is obta�ned frvm ExEiibit A in the W4MP�uidance oacurrrent [G]is far Flow-Based Treatm�rt Contral BMPs[G]=43�55��far Valume-Based C�ntraE Treatment�i�Ps�[G�=3.2 . [H]is fram the Tntal Stormwater Credit Per�entage as Caicuiated from'Table E.2 abave (lj as obtained from a desigr�pracedure 5heet frorn the BMP manufacturer and should Be included in Appendix 6 � . -�$- ' � • �rVater Quality Management Plan(WQMP} � � • ]'ared Jewelers r� , . . . , � � F.4 Treatment Contro� BM P Selecti�n � Treatmen� Contro� BMPs typically provide proprietary treatment mechanisms to treat patential Pollutants in runoff, but do not sustain significant bialogi�al processes. Treatment Contral BMPs must ha�e a remava[efficiency of a medium or high effe�tiveness as quantified below: ■ High: equal to or greater than 80%remo�al e�Ficiency • Medium: lvetween 4�9�and 8D%Q remo�a�effi�iency 5uch remo�al efFiciency dacumenta'�ion (e.g.,studies, rep�rts, et�.} as further discussed in Chap�er 3.5.2 of the WQMP Guidance Document, must be included in Appendix 6. [n addition, ensure t�at proposed Treatment Contr�l BMPs are properly identified on the WQMP 5ite Plan in Appendix 1. Tab(e F.4 Tr�atrrien�Cc�n�tral�MP S�I�ctiQn .:s;�s.•� �•q;�;sP°�af�s'#y �.q�q���;p�. ��e.� .�g<€�x.,��"�P;.$`:az"�.t:q..�ax<aasx�n:x�au�a�cs r�a f:;.:&.d.s ,¢, ��qes..,.ye�,.�§c Fs`°3��"?�i.'{°r�II¢, g..a c.� c,:.a%i £6s� .y::� �;�;r15,; =a':qg. s�p¢ q k: xu�F {$,e �e�'V�'� �� � Y ��3+�� s Y: 'bd' i8 t d�.. �i i3 ��x 6�,4� Edn �9'i �P�$9�;�1 '�" {'� ���z�� $�.�: �, 4�18 '��'.,.�..,,��.� .�.`€,%�"' i Ed`t�Y3' �F�°S�[e,c�e:d,T[r�Sea �e�t�Ca n$tra��B l�l P�.�$.xcBp �a�°Pr ri ttt��� I�I[��y �a$�$�§y1;tp s of: ��` �'�y�.:�;z� a �I��f�ici� ��,�: ����� �S'�:F��,d��s�E,..-,i��'r�$k:£3.t':..�Ej��.'�p$'3�� £°xY� $��ye.���� :�� EH�F�§ u�e � ��%��g�Cd'C��=7�•1 Y'1��Y� ��;5��k�]s� d2.g� Si 4 SE� a � � Fe -s.F:�aP�.,� '..�".�.'. °�I�.F.n F.x.� .i��gP"ea��yi x ?�i& �".��.����..��3�., -a, ,..�.atr���� •�sx..� '^�i�.��'3��;�����x�t�"� s��� ,i?y,"c�����£��. ��N �''y'� :i$�'�`�e E���S�E"sg°85;g 5�x��y ix E� �''y �'. {� ���m� S E[€o��`£� �7 (` ��. °.�.E� Y ��or,;lp��;�. �� �..�. ���,,.,9�a ��,�°°, C;:o�cer ��a�.M��� a�e��;��:�s�:-a:�� .�;p =�enta e�;� ��;�����: a��. �:��T��'^�,z�x.,e1"i., ,�°.8.,�. 7FBS, rF�16��3<.eY t�%S$�.�.-�f�?8?i4�an�s..s....�s�$�;4�"S.,.a.,--,a.,¢�s,�a,'.�k,.a8r .,a.,,��7,� .�.r „�,a%a..�;��ss,�,�� ..�a.�'`,s,i�'!„<..:<>:,.K�,..:, ��.�c?� c�%��p��� .� Se L �: �,e Infiltration Trench 6acterial indicators 1nfiEtration Trench Nutrients �nfi[tration Trench Pesticides =Treatment Cnntrol BMPs must nor he canstr�cted wlthin Recerving Waters. �n ndditron,a proposed 1"reatment Corrtrol BMF inay 6e listed more tlran once if they pnssess mvre than nne qualifying porrutant remova�efficiency. z Cross Reference Table�S abvve ta pnpu�ate this column. 3 As rlocumerrted rn a Co�ermittee Appraved 5rudy�rrd prvvided in Appendix 6. � ■ ■ r F.5 Hydrolog�c Perfarmance Standard — Alternative C�r�plrance Apprvach . Alternative compliance optians are only a�ailable if the go�erning Copermittee has a�know�edged�he �n�eas�biIity ot onsite Hydro�ogic Cantral BMPs and appro�ed an alternati�e comp�iance appraa�h. Attach to Appendix 7 the Technical Feasibility 5�udy{Prajects equaf ar greater than one a�re}�r 5implified Technical Feasibility Study�Projects less than ❑ne acre� a�ong with a written approval from the�opermittee.The applicant may refer to Section 2.2.i�of t�e SMR HMP for extensive guidelines on the alternati�e cvmpliance appraach. � Select t�he pursued a�ternative and r�escrr6e the speei�ics o�'the affernative: � Cl �ffsi�e Hydrafogic Cantral Management witf�in t�e sarne channei system NI.� � ❑ In-Stream R�storativn Project . NIA For(]ffsite Hydrvlo�ic Cantrol E3MP�ption Each Hydrolagic Control BMP must be designed to ensure that�he flow duration curve o�the post- � de�elapm�nt DMA wi(� not exceed that o�the pre-existing, nat�rally occurring, DMA by mvre than ten percent over a ❑ne-year periQd. Using SMRHM,±h�-�appl��ant shall demanstrate that the performance of �9- Water Quality Managemen�Plan(WQMP} jared]ewel�rs ., , , . .. � each designed Hydrologic Control BMP is equi�af�nt with�he HydrologFc Performance 5tandard far � ❑nsite��nditinns. Compl�te Table F.4 below and identify, for each Hydrologic Cantr�l BMP,the equi�alent❑MA the Hydralagic Control BMP mitigates,that the SMRHM mode[ passed,the total�olume capacity of the BMP,the BMP�votprint a�top fl�or ele�ation, and the drawdown time o�the BMP. SMRHM summary reports f�r the alternati�e appr�ac� shau�d be documented in Appendix 7. Refer to the'SMRHM Guidance Document for additiona[ infvrma�ion on SMRHM.Yvu can add rows to�he table as needed. �a�t�F.S OffSi�e Hydrologic Cr�ntral SMP Sizing t � �� e s. , , � � 5� . � ��� , � ; . ❑ ❑ ❑ �or[nst�eam Re�toratian aptian � A�tach to Appen�ix 7 the technical �-epart detaiiir��th� eondi�ion ❑f the receiving channe�subject to the prvposed hydrologic and sediment r�gimes. Provide the�ull d�sign plans for the in-stream restaration pr�je�t that haWe �een appraved hy the Copermittee. � , � . F.6 S�d�rr�e�t Suppl� Performanc� Standard � Alternative �om�liance The alternat€ve complEance optian�o the 5ediment Supply Performance Star�dard is❑nfy availa�fe if�h� � � go�erning Copermit�ee has appro�ed the in�estigatian of alternati�e Bed 5ediment Supply optians. Attach�a I�ppendix 7 the Technica! �easibility 5tudy, a�ong with the madeling analysis, the fvng��erm monitoring �rogram,and fihe potent�al�corrective actians,that demanstrat�the performance of the averail alternative campliance pragram:The appli4a,n�may refer to Sectian 2.3.ii.af the SMR HMP for extensive guide�ines❑n the alternat��e carnpliance approach. Prvvide a narrative describing the a[ternative Bed Sediment Supply approach, including the lang-term monitoring program and the�indings❑f the nurnerical modeling. . N�A � � . . , � -�o- � �Nater Q,uality Management Plan(V�IQMP} ;ared Jewel�z-s � S��t��� �: ���r�� ���tr+�l ���� Saurce Cantrol BMPs include permanent, structural features that may be required in yaur Project plans — such as roofs o�er and berms araund '�rash and recycling areas — and �peratiana! BMPs, such as . r�egular sweeping and "hausekeeping", that must be implem�nted by the site's occupant vr user. The Maximum Extent Pra�ticable �MEP� standard typically requires both types of BMPs. in gen�ral, �perational 6MPs cannot be substituted.far a feasihle and �ffe�ti�e struct�ral BMP. [lsing th� Pollutant _ 5ources�Source Control Checklist in Appendix S, �-e�iew the following procedure tv specify Source Control BMP��or yvur site: � �.. ldentify Pollutant Sources: Re�iew Cv�umn 1. in the Pollutant Sources�Source Contrnl Checklist. � �heck❑�F the potential sources of Pollutants that apply to your site. 2. Note �,ocations on Project Specific WQN1P Exhibit: Note the corresponding requirements listed in , Column z vf the Pollutant 5ources/5vurce Contral Che�klist. 5how the lacation of each Paf�utant - , source and each permanent Sour�e Cvntrol BMP in your Prvject-Specific WQMP Exhibit located in Appendix 1. . 3. Prepare a Table and IVarrati�e: Check❑fF the correspanding requirements lis'ted in Calumn 3 in the Pollutant Sources�5ource Con�rol CheGklist. fn the left cofumn ofTabEe G.1 below, list each p�tential source of Pollutants on your site �fram thase that you checked in the Pvllutant Sources/Saurce Contro� ChQcklistj. ln the middle c�lumn, list the carresponding permanent, S�ructural Saurce Contro[ BMPs �fram Columns 2 and 3 0� the Po[lutant Sources�Source Control �h�ciclist} used ta � prevent Pollutants from entering runoff. Add additianal narrative in this column that explains any speciaf features, materials ar methods of construction that wilf be used to implement these permanent,5�ructural Source Control BMPs. 4. ldentlfy Qperatiorra!Source Cantro!BMPs:Tn �ompl�te your table, refer once again ta the Pollutant Sources/Source Contrvl Checklist. List in the right coiumn of y�ur table the �pera�ional 6MPs that should be implemented as long as the anticipated acti�ities continue at the site. Copermittee stormwater ordinan�es require that appli�able 5aurc� Contral BMPs be impl�mented; the same BMPs may afso be required as a candi�ion of a use permit❑r��her re�vcable Discretionary Appro�al � for use of the site. �able G.1 S�ructura[and Operatianal Source Contral QN1P fr•�xd ysLl&.u��s:•i...e.s•s; :g9ss 7r�'z pg t: t�a� :Bxg a a as�a:�s;x;;s�yp�� Yc�:fg', ',g;x';;a:' n se3 aa:a:a:;:;;=;s•�s: 8�;[q p�{ �6' 4 j a a�i3y�;. �r$�Pa;.�z�..4 a {�}.��.P.iiq ,�q.�$�;31��' g a,.� ��;4,�3 �x:�°'d ..„; i•¢'°c<•�s•q.��C �;c•zet t;t s.tg°,:'6ve°¢�;...;it`�fiBS;'c�aaq��s�:+•w i�9: �',�?'e.c'��;:s:.. . ..��i7 E�t sia5°:s�Jii,����#:3#�.'as�:; 'S,�y`�8�.;Y. [ YR C[��. � �$�� � yd, 3'ex.FE:dAE.q ���`Yea�Y��•�i .32� ��F E: Fledb.a �°�:� .3.;$�����5a.:g%�'g�}°..8`.F.,�f.�^tY;'¢ •�S:��[.�Q�e.ry�F18�,�„➢ .:�n .P {�.I,�x. `E� p }'py}/�[ � ;`�e ..�,�"Y j�g+ �.<•y.�°cx� �:��,�+�t.��ir.°��Se'E"�v�,x 8 �t; 4 v�:�-r °'�� �Yr +�{' '� ` �� [,. 7' I [{ {� e�e R. 'l�OL4i�ti�Gl:Y' ���r..l,y��i�un:a��q 5 [g,'.1�e� $.�er;;n�:ES,�" ;L .yA::: �'Y .[��9°� ��tE�fi+4[x3� ��ii�^�� �RLIV���•M�v 4/�VV:}.���S V. ,S r,�'S,�. �� �dr��.��'4s Y d.S]�L&S.;F+e�g e�t, $.➢�e 1�t9f$ �S� 'A''y�Fy � ��. � � ���$ &����e [:S[4. QA k=, � � ��...s g� � .! o• �°°:�,�._s' ��,�gu�r�$a�D'k���a'Ysa&Es'�;i:i�aS,�,s�a: .a$,� ��r � � a���m rgr���,a�> s€�,r["��g �' p�� x�,�'�B�sa�a[S� s�,�„=��;'&;��x F�;a�s��.,�����a�'�� }��t' t��s`$:��.�°�`ab���r g�z 8���C•,� ..^� Y8.x.e k .,g&..�. 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Prate�t slope in place Educatianai Materials Sediment, Nutrientsy Pesticides, Landscape & Irrigatian Design Landscape & Irrigation ' Trash & Debris, Dil&Grease Maintenance Trash & Debris Regularly clean trash and debris . from property � -31- Wat�r Quality Management Plan[tIUQMP] Jared jewelers , . :� � � ���t��� �: ���s�r�a����r� ���� ����k���� Populate Table H.1 bel�w t� assist the pfan checl:er in an expeditious r��iew vf your project. The first tw❑ calumns will contain infarmation that was prepared in pre�ious steps, while the last column will he populated with the carrespanding plan sheets. This�ab[e is to be Gompleted with the suhmittal of your final Project-Specific WQMP. �'ahle H.�,Cor�stri�ction i�l�n Cross-ref�r�r�ce ��•,Z•�x�F'r[ti':"d,x,$x� avd'�z.ag'�.�.axF.,[, 4e.e$g`x£:°.Px•`�.•8•q, •1•f:.:Xax e.g' a.S s.Ag� eygy••;,•q•$( yy �•t•8:^G45L'"Fx, cF'1 g �,�e. c 3 t` �T3�S,c.. ,dP.iritit�'�",�a ,.,��t:.a, .;,y.�. ,a.a �3°'ti�.."f'�.,e, y, s°�.z��,� .i..,;.�,.,, . ,a;,a�:;••� �:•.;� $p¢�.�;�: �.,2;::•F� ��:a=a .�,q.:�tt,aett ,i s. ;$F; .� .o�E��a�,�r�r� �.. sv �§ ,°p.&�.r i�.,�,s7�,?`s�x.FYtn :S iS,.,F „e.;4;q 4.. .,4�:a�;e8;:;�;��.�e e.:[��.'£04'1 yer;�e'sC�i�'rt'£ii:�i:..i�S�;� ' 1,:� i�°�, G,.af d. eF,S:•�'P; y �F.°>.x't114��. ..�3 f, .�]"i. S;:b.:b:;Bs ..Y'8 S, «Y...A�t�C:. .3�.'. .�8..,« a F:t y ,E2.a.� :.i:�...��j7Es�%$sYil«.�E:`Kxx.�e'�fl• � 3&$� 3�%:&:.,�:t i�:z::.x�sz,...�.�a�vaaS��:�;�;,s,.az. :�. r•rs•ea3 �:���`� ,.a..i c.,,�.eF�;�t ;��:r`�:�°tag.,���;,, .t�t�'s q � �.a�;o���3a�Fx �s`.�,>;8.r1�e S;. �s�'S`.�F%�:5...�..� $�' .S.• ;�z s&e.; :��. ..�� �� �x�.`�; � �:��., ��ar .j.�[p�;�a�._$��� .�,�����..:;�;•. Y��, :�s>�g=��� , ;, w�e�xCor�e:� d. gY�;a�:.;��e��s�=���;.8 ,.��.M ..��O:�t��` �e�� °'?���it�:;a.,a:�P�i� BM�sa� ' "�:i;F�.� �s�$F;Pese;�;z�%be`��j;:^,�a��'gz s$.a:�ss€�.�v [ ;c�$. ,� �. ��?2�aisa�'�:r. z .c,� �� �:w'�' t �;gq$ae�,�s ,,.E$ s. �':�s{;k���cl.���'D,e�,e� ,��':��������,.y�,gte�,. .:3x,e e:yq.�s��t'.a. :ia,y¢"��¢4�y��?s t?p ,t'a„�+q�8'a�����`p::a':3¢���°.�°;§q'srga'};,a4}�,.�t��"a��$tt,t,.,.,.,,.�.s: :.. .�%Y..�..'°is .............. ��"t" �"5r,.. �gg��; • �,ce�•... � �!4.��#° 1•.��1fx�l;�&r°3dF�r��.A��4�5 �;e3������,&�,F. ,&,°., Q:8. .:F. .[,.,.e,, �f�:�r:;=atcr .:,g.s�.ae. �s�.as.ae.a° �yl:x:.s� ,., a.. tt, , a�a3,$c3;q.4xarag;a;.a.g �L�:.•YF°NCE'..S...L�L.�:�«£....F?Yi����l..��]I.�f1,L c � ;. ,• g ... .. ..� .�. � . . .E¢�$. :5::&E:Y. . . :.� . t.l^,�..... .F�..S.�...#.....at�3'L,seb.<Ser.lh.....'&.°t..E.'Yf]YC�.:Y::i..]:$:..?..&....,.I.' �. � Infiltration Tren�h Pr�cise Grading-5heet 2 � Note that the updated ta�le — vr Canstru�tion Plan WQMP �hec�Clist — is only a reference tool �o �Facilita�e;an easy comparison ❑t the co�struction plans��your Projec�-5pe�ific WQMP. The'Capermittee � with jurisrJiction o�er�he Project si'te ca� ad�►ise you regarding�the proc�ss required ta propase changes ` t❑the appr.v�ed Praject-5pecific WQM.P. � ' -3�- Water Quality Managem�n�Plan(�IVQMP] � jared�ewelers - � • , . • ��� � ���t��n �: �p�rat���� ���r�t�r����� �r�d �u�di�� The Copermittee with jurisdiction o�er the Project site will periodical[y�erify that BMPs�n your Project are maintained and continue t�❑perate as design�d.To make this pvssible,the�Capermittee will require that yvu in�fude in Apper�dix 9 of this Praject-Specific WC�MP: �.. A means to€inance and implement maintenanc� of BMPs in perpetuity, including replacement CD 5�. �. Acceptance of responsibility €or maint�nance fr�m the time the 6MPs are constru�ted untif responsibility for operation and maintenance is legalfy transferred. A warranty co�ering a perivd follawing construction may also be required. 3. An❑utline of general maintenance requir�ments for the Stormwater BMPs yau ha�e sefected. 4. �igures delineating and designating pe�-vious and impervious areas, la�ation, and type o�F Stvrmwa�er BMP, and tables af pervi�us and impervious areas served by each facility. Geo� ' locating the �MPs u�ing a coardinate system of iatitude and longitude is recommended to help facilitate a future statewide database system. 5. A separate list and lo�ation of self retaining areas ❑r areas addressed by L.1❑ Prin�iples that da not require specialized �peratians and Maintenance or ir�spections but wi�l require typical Iandscape maintenance as noted in Chapter 5, in the WQMP Guidance. In�lude a brief . description o�F typical landscape maintenance for these areas. The Copermit�ee with jurisdic�ivn o�er the Praject site will also require that yau pr�pare and submit a � detailed BMP Operation and Maintenance Plan that sets forth a maintenar�ce schedule for each af the 6MPs built on your sit�. An agreem�nt assigning respansibility far maintenanc� and pro�iding �or inspections and certifica�ian may alsa be requir�d. � Details��these requirements and instructions for preparing a BMP❑peratian and Main�enance Plan are in Chapter 5 of the 1NQMP Guidance Dacumen�. Maintenance Mechanism: Properfiy Dwner wi�� maintain BMP's Will the proposed BMPs be maintained by a Homeawners' Associatian {H�A� or Prvperty �wners Association �P�A�? ❑ Y � N [nclude yaur Dperation and Maintenance Plan and Maintenance Me��anism in Appendix 9.Additionalfy, inciude all pertinent forms of educational materials far th�se persvnnel that will be maintaining the praposed BMPs within�his Proje�t-Specific WQMP in Appendix 1D. � , -33- � Vllater�,uality Management Plan(VITQMP} jared]ewelers , . ... c:-r�. .. � � .. . . �. . � . , ;, � :� .�..���r��rr��, ����re��.�.�i��.� ���. ��.�"i�i���x�� �4'I� S�l� N154 4rder No. P�9-�014-DD�d,an NPDES Permit issued by the 5an Diego . ' Perrni� R���nal�ITafer Quality Cont7ral.Board. Applicanf PuUlic ox� pri.�ate en�i�y seeking �he discre�ionary approval af new or repl.aced impravements �rom the Copermittee with jurisdicti�n over the project site. The Applicant has overall responsibili�y for the unp�emenfativn a�.1d �he appro�al of a Pxiori�y Devel.opment � Projec�. The�11TQMP uses consis��ntly the�e�rm"user" fo refer fo the applicari�such as developer or prajec�p�roponenf. � The VI�QMP employs al�a the designation "us�r" to identify fihe Regzstexed Prafessiona� C�vil Engineer r�sp�nsible for submitt-i.ng �.he Pro'ect-S ecific�IT�MP,and desi ' the re uired BMPs. �sst �ana�ern�n� Defined in 40 CFI� 1.2�.2 as schedules of acti�i.ties, prohibitions �f Prac�t�ce �BMP} p�ac�ices, main�;enance procedures, and o�her m.anagemen� practices �o pre�ent or reduce �he pollu�i.on of waters of'�he Uni��d S�ates. BMPs also include ��reat7men� requirements, operat7ng � � �� ' � procedures�and �aractices'�a contxol plant site runo�f; spillage ox� � leaks, s�udge or wasfie disposal, or drainage �arom xaw mafexzal. sforage. In �11e case a� muxl�cipal sform water p�rmits, BMPs a�re . t icall r us�d in Iace o�numeric effluen�]�mi�s. ' B�IP �'ac� �Sheets 1�MP Fac� She�ts axe avai�abie in the LII] BMP Desigri Handbook. � Inclividual BMP Fact ShEets� include sitting consi.deraf�ons, and , design and sizing guidelines �or s�ven �ypes o� s�x�.:c�.ural SNIl's ��infilfration basin,infil�xation trench,permeable pavement,harvesf- and-use,bioretention,extended deten�ion basin,and sand filter}. - California Publishe�r of fhe Califvrnia Stor�riwa�er Besf Managernent Prac�ices Stvrmwater Quali�y Handboaks,available at . Asso�iatron �CASQA) '�'v�^'•cabm lzandbooks.com. Gon�enti�nal A type af BMP that pra�i.des fxea�.nen� of stormwa�ex� xuno��. Treatment Contro� �an�en�ional treatment contxol. BMPs, while designed t� txeat BMP parti.cular Pallutarits, typically� do nof provide the same ].e�el. of volume reduc�ion as LID BMPs, and common�y areqwix�e maxe � . specializ�d main��nanc� than LTD BNIl's. As such, the Z��.O SMR 1VIS4 Permit and this V�'QMP require the use o�LID BMPs wherever feasible,be�o�re Convenfianal Treat�ment BMPs can�be considered o� im lemen�ed. . � Copermittees �e 207.� 5MR M54 Permit ideni7ifies the Ci�ies vf Murrieta, Temecula, and Wildomar, '�he County, and the Dis�ri�c�, as Ca ermi€tees��o�r the SMR. ' � ' County '�e abbre�i.a�.on refers fo the County of Riverside in fh2s document. - � CEQA �alifoxnia Environmenta�Quality Ac�-a statute tha�requixes s�ate and Iacal agenczes�o ident�fy the significant environmenfal impacts . � � of�heir ac�ions and to avoid or mi�i a�e�hase im acfs,i��easib�e. -34- ' WVater Quali�ty Management Plan[WQMP} Jared]�w�lers � C I M 1 S Caii��rnia Zxxigation Management In�ormation System-an integxated network of 118 au�oma�ed active weafher sfa�ions all ovex�Californaa managed by�he California Depar�nent vf�Vater ' itesources. CWA Clean Water Ac���.s�he pximary federal 1aw govern�ng wa�er pollutivn, Passed in�972,fhe CVITA established the goals of elimina�ing releases of high amaunts o£toxic subsfances info water, � elimana�ing addi�ianal water pollution by 1985,and ensuring that suxface wa��rs wauld meet sfandards necessaa�y�ox human sports and rec�rea�.on by 19$3. �VIlA Sectian 4�2�p} is the�edera�sta�ufe requiring NPDES permi�s for clischar es fram M54s. � GVIfA Section 3�3{d� Impa�xed water in wh�ch water quali�y dves no�meet applicab�e � Waterbody water qua�ity standaxds and/or is not�xpected tv mee�wa�e�r quality sfandards,even aftex the application of technvlogy based pollution�ontrols requir�d by the C�11�A.The clischarge of urban runoff�o fhese water bvdies by�he Copermittees is significant because�hese discharges can cause or contribufe tv viola�ions v� a licable water uali� standards. Design Storrn '�e Z0�.0 SM�MS4 Permit has es�ablished�1e 85th percenfile,24- hour stoxm evenf as fhe "Design 5toxm".The applicant may refer to Exhibi�A�o iden�ify the applicable Desi.gn S�arm Dep�1� (D85} to the ro'ec�. � DCV Design Cap�ure Volume (DCV}xs the valume of runoff roduced p from the Design Storm to be xxuit�gafed�hrough LID Retention BMPs,Dth�r LID SMPs and Vol.ume Sased Con�entional T�reatmenf BMPs,as a �ro riate. Des[gn F�ow Rate '�e d�sign flow rafe represents the minYmum flow rate capacity tha�flow based conventional�reatment con�rol SMPs shauld treat �o the MEP,when cansi.dered. DC�A Direc�ly Connecfed Impervious Areas-�hose unpervious ar�as thaf . ar�hyd�raulically connected to�he MS4 (i.e.street curbs,catch � basins,storm d�rains,efc.} and thence�o the st-ructuxal.BMP without flowin o�er er�vi.ous axeas. Discre�ianary A decision�n wh.ich a Copernuttee uses i.ts judgment in deciding � .Apprvval whethe�and how fo carry ou�or apprQve a projecf. Di���ic# Riverside�flunty Fiood Contrvl and�IVa�e�r Conse�r�ation Di.s�xict. � D MQ A Drainage Management Area-a delinea�ed poxt�an a�a pxoject sii:e�ha�i.s hydraL�Iically connected�o a comman sfruc�ural SMP or cvn�eyance pault. The Applicant may�refer to Sec�ion 3.3 for furEher 'delines on how to delinea�e DMAs. � . --35- . Water Quality Management Plan[WQ,MP] jared jewelers � Drawc�ovvn Time Ref�rs tv the amoun�of time the design�olume�akes to pass thraugh�he SMP.The spec�fied or xncorporated drawdown t-x.mes are�o ensure that adequa�e contacf or detention time has occurred fox�xeai7nen�,while not c�reat�ng vecfor vr o�hex�nwisance i.ssues. If is unportant fa abide by the drawdown time x�equiremen�s sfafed in the facf sh�et for each s ecific BNIl'. Eff�ctive Ar�a Area which 7.}i.s suifable for a BMP�for example,if inf�iltrat�on i.s potentially feasible for the si.�e based on in�easibility c�ri.�eria, infiltratian must be allawed over fihis area} and 2} xeceives runof� from un exvxous areas. ESA �Environmental5ensitive Area�ESA} desi.gnates an area"in which planfis oar animals life or their habi.tats are either rare vr especially valua�l.e because of�heix special nature or role in an ecosys�em and which would be easily distur�ed ax degraded by human activi�ies and de�el.opments". (Refearence: California Public Itesources Code�3�1�7.5}. . ET Evapotranspiaration�ET}i.s the lass of waf�r to the atmosphexe by t.�ie combined processes of evaporation�from soi.I and pXan� sur�aces} and transp�afi.on�from p�ant tissues}.�t i.s a1s❑an i.ndicafor of hvw much water crops,lawn,ga�den, and trees need �or health ow�h and roductivi FAR '�e F1oo�r Area Ratia (FAR}is�he tofal squar�f�e�o�a bui�du�g � di�ided b the fofa�s uare�eef of�he lot�he builclin i.s ioca�ed on. FIow�Based gMP Flow based BMPs axe canvenhonal�reatment canfrol BMPs tha�are siz�d fo trea�th�desi flaw rate. F p p p Facility Pollut�ox�Prevent�on Plan � HC�C Hydrolog�c Conclition of Cvncern - Exxsts when the altera�iox� o� a si.te's hydrologic �regi.me caused by developmenf would cause significant unpacts on down,stream chanxlels and aquatic habi�a�s, alane or in con'unction with im acts af other ro'ec�s. H�p Hydromadifica�ion Management Plan—PXan defiiling Performance 5tandards for PDPs to manage increases u1 runoFf discharge rates � and durations. Hydro�ogec Contrvl BMP to xxutigate fhe increases in runaff dischaxge rates and g�p dura�ions and in�et the Pex�orznance Standard� se� �ox�th in fhe HMP. H�� Hydrol.ogic Soil Groups — soil class�'ication to indicafe the rn����?um rate of inf�ltrati.an obtained for bax�� soi.I af�er prolonged wettu�g.� The HSGs are A (very �.ow x~unoff pofent�al�high u�filfrat��n rate}, B, C, and D {high xtu�off potential�very ].�w infi�trat�on�rate} Hydromod�fication �e �014 SMR �VIS4 Permit identi�'ies fhat increased volume, velocity, frequency and discharge du�ration of sform water r�.ulo��f fram develaped axeas has the potenfial to greatly accelearate � downs�xeam erosion, impair stream habi.tat in natural drainages, and ne at�vel im act beneficial uses. -36- VUater Quality Management Plan(WQMP} ]ared jewelers • ..ti' . . . , iy. � J RI�I P A separafie rurisdictaonal Runo�� Managemenf P�an (JRMI'} has been developed by each Copernuttee arid �denti£�ies fihe �ocal pragrams and acti.�i.ties thaf the Cvperxxu.�ttee is implementing ta meet the 2�7.0 SMR M54 Permit re u�emenfs. L�p Low 7rnpacf Development �LxD}is a sife design s��ra�egy w7ith a goal of maintaining vx xeplicating fhe pre�devel.opmen� hydrologic regune through�he use of design techni.ques. LZD sife design SNIl's help pr�sexve and resfor� the natural hydrologic cycle of the site, allawing�'o�r fiil�ration and infiltratxon which can great�y reduce the ' volwne, peak flow rate, velocity, and pollutant Ioads vf storm wate�r runoff. L[D BM P A fype o� s�oxmwater BMP that is based upon Low Impact Devel.apment concepts. LID BMPs not only p�ovide highly effect�ve treatment of starmwater runof�, buf also yield potent�ally signifiican�reductions in runo��vol.uxne--helping ta mimic �he pxe� project hydrologic regime, and als❑ require �ess onga�.ng maintenance than Treatment Control BMPs. ThQ applicant may �refer to Cha ter 2. LID BMP Design '�� L�7 BMP Design Handbook was developed by tlze Handbook ��pex�m�itfees �o pravide gu�idance for the pla�uling, deszgn and mainfenance o�L�D BMPs which may be used�o xnitigate the wafer � �xali im acts o�PDPs within the Caun . � . L!� �ivret�nfion BMP LZD Biorefen�ion BMPs are bioxe�ention areas are veg�ta�ed (i.e., � Iandscaped} shalxaw depressions �iat px�ovi.de storage, ia�il�raf�on, �nd e�apoEranspirahon, and provide fox pollufant removal (e.g., - � filtrati�n, adsox�ption, nu�rienfi up�ake} by fil�ering �stormwater - through t.�e vegefatian and sails. �n biore�enti�n areas,pore spaces and ax�ganic mafe�ial in�he sail.s help fo retain wa�er in �he��rm o� soi� mais�uxe and �o promote �he adsorp�ion vf pollutants �e.g., disso�ved�netals and petroleum hyd�ocaxbons} ulfa the so�1 matrix. Plan�s use sa�mai.s�ure and promo�e the dryulg of the soil.thrvugh . �ranspiration. The 207.0 SMR M54 Penni� de�ines "�e�ain" as to keep or hold in a particu�ar place, condit�on, or position wi�hou�d�scha�rge to sur�ace waters. - L.ia Bivtrea#men� $MI'� �a� reduce sformwater pollutant discharg�s by intercepi�ng g�P rau�all �n vegefa�ive canopy, and thxough incidenta� infil�ration � �nd�or e�vapo'�ranspiration, and fi�.t�ratzon, and otlzer bio�ogical and chemical processes. As starmwa�ex passes down �hrough �lie planting, s.oil, pollufants are fil�exed, adsarbed, biodegraded, and �equesEe�red by �he soi� and plants, and co��ected through an underdx�ai.n. �LI� Harve�t and BMPs used to facilitate cap�u.ring Stormwater �unoff for iafer use F�eu�e 6�di P �'�ii�hout nega�ively impac[-ing downs�xeam wa�er righ�s or ofher $eneficial Uses. � _3�� �Nater�,uality Management Plan�WQMP� � Jared Jewelez-s . � .. � . . . � . . � L�D,�nf i it ra#i on B IV�P $MPs to r�duce stoxmwafer runof�by cap�uring and infiltrat�ng fihe nuzoff into �n-si�:u soils or amended onsite soils. Typi,ca]. L�D � � Infil€�ration BNIl's u�clude infiiltxation basins, infilt�rati.on trenches � and ervious avements. L 1� Rete nti o n BM P BMPs to ensure full ansi.te re�ention wi�hau� runaf� of the D�V such as 'infiltrati.on basins, bivretent�on, chambers, trenches, - ermeable avemenf and avers,harvest and reuse. L I D Pri nci ples Si�e des�gn concepts �hat p�re�ent or rrLr+��e �he causes �ox drivers} o� post-canstruc�ion impacts, and help nv.mic �he pre- develo men�h dro�o 'c re ime. MEP Maxunum Ex�ent Prac�.cable - s�andard es�abli.shed by fh� 1987 amendments ta �he C'SIV'A for the reduc�.on of Pollutant discharg�s from MS4s. �e�er to Attachmen�C of the ��1� 5MR MS4 Pexmi.�fvr a compl.ete defuzition of MEP. � M F M�ti-�ami].y — zaning �Iassi£�.cation �ar parcels havix�g 2 or more 1i�in xesiden�ial units. MS4 Muxticipal Separate S��rm Sewer System (MS4} i.s a canveyance or sys�em o£ conveyances �inc�.uding roads wi�h d�ainage systems, municipal str�e�s, Cafch basins, curbs, gutters, difches,. man-made � channels, or s�orrn drauls}: �i} nwned ox ope�afed by a State, city, fown,borough, county,parish, distxi.ct, associatian, or other public � bady (c�rea�ed by ar pursuan��a State Iaw} having jurisdicti.on o�er di.sposal of sewage, indus�rial wastes,s�arm wate�r, or�fher wasfes� �inc�uding special di.stiricfs under 5�a�e J.aw such as a sewer dis��ict, fload con�rol dist.ri.ct or drainage distric�, ar surular entity, or an Zndian tribe ox� an authorized Indxan fr�ba� organization, or designated and approved managemen�agency under sec�ion 2D8 0� the CjIVA i:hat d�scharges tv wa�ea�s af the Unifed S�ates; �u} . Designated or used for co��ect�ng or conveying sfarm water; (iu} . 311Thich is naf a cvmbined sewer; �iv} VVh�ch is not part of the PublicJ.y awned Treatment VI�'oxks (P�T�IT} as defined at 4� CFR 122.2G. New Develvpmenf De�ained by the 2U1� M54 permit as 'Prioxi.ty De�elapment Projects' Pr�ject �� �� P�ojec�, a�r a component o� fihe projecf ineets the categaries and�hxesholds described i.n Sectian 1.1.1. NPDES National Pollu�.on Di.scharge Eliminafion System � Fede�ral program �ox� issuing, modify�ing, revoking and �reissuing, fermi�.zat�ng, m�xv.toring and enforcu�g permifs, and imposing and . enforcing pretrea�men� requzrements, w.�der Sections 307, 3I8, 402, and 4�5 of the CV�TA. NRCS Nat�xral I�esowrces Conse�va�.on Service ' ppp Pxiority Development Pro�ect - Includes New Development and Redevelopmen�parojec�cafegories listed an 5ection F.Z.d(2} o£�rder N�.R9-2oog-0002. � � -38- �Nater Quality Management Plan[VIIQMP� ]ared Jewelers • , �',. � Privrity Pvllutants of I'ollu�an�s expect�d to be present on the p�rojec�si.�e and�ox which a , Cancern downsfi�ream wafe�body �s also listed as Impaired under the CjIVA 5ection 3Q3{d} list ar b a TMDL, Praject�-Speci�c A p1an spe�i�yixtg and documenting permanenfi LID P��nci.pxes and WQMP Stoxmwa�ex BMPs �o contrvl post-construction Pollu�anfs and s�ox�mwafer runoff �or the li�e o� fhe PDP, and fh� plans far o eration and main�enance of those BNIl's far tlze life of the ro'ec�. Recei►ring Waters �a�ers o��.he U'xuted States. Red�►►elopment 'x'he c�eafion, addition, and flx �replacement of impervaous surface Projecf on an already deve�aped si.te. Examples include the expansion o� a bu�Iding �ootprix�t, road widening, th� addi�i.on �o o�r x�epl.acemen� o� a st-ructure, and crea�ivn or additzon of imper�ious surfaces. �eplacement vf imper�i.ous swr�aces includes any ac�ivi�y that is no� par� of a r�u'hx�e maintenance activity whexe imperv�.ous maferial�s} are xe�r�oved, exposing underlying soil during constl-uction. R�de�e�.opment doe� nvt include �r�nching and resurfacing assocxated wi�h ut-ility work; �resux�acing exi.sting rvadways; new si.dewalk construction, pQdes�xian aramps, or bake . lane on e�cisting xoads; and routine replacement o� damaged pavement,such as po�hol.e repair. Pro'ecf tha#meets�he crz�ez�a described in 5ect�a.n�. � � Run�� Fund R�of� Funds ha�re no� b�en established by the Cop��z�v.t�ees and � � are na�available�o�he Applican�. If established, a Runo�'� Fund will dev�lop regivnal mitigation pro�ects where PDPs will be able �o buy mit�gation c�redi.fis if�i.t is deternluled fihat im ].ementin ansate contr�ls is i.nfeasibl.e. San Diego R�giona� San Diego I�egional VlTater Quality Con�xol. Board - The term Board '��egional B�ard", as defined in �a�er Cade sec�a.on �.3�50(b}, is intended ta x�e�er fo the Califamia Regional. �illlater (�uality Cantrol Board for�he San Diego Region as 5pecified in�Va�ex Code Section 1320�. 5ta�e agency responsible for managing and regulating wa�er � uali �xr the SMR. � SCC'YVRP 5ou�h�rn Califorx.�.ia Coastal�Vafer I�esearch Project � ���� �e��gn g�p Sife design SMP� px�even� or rrLr�mize the eauses (or drivers} o� � posf-constructio�n impacfs, and help mu�uc �he pre�development h drvlo ic re ime. �F I'arce�s wi�l�a zoivng c�assifica�ion fo�a single residen�ial uruf. S�C 5outhern Cali�onua Stoxmwatex Moniforing Caalition g�� �.�� Santa Margarita Region �Sh�Il�} �r�p�esenfs �l�e �orfion of fhe Santa�Margari�a �11Tafershed tl1�t i.s included ��i.�11�n the C�unty o� � Ri�e�rsi.de. � . � . ��g_ . . � Water Quality Management Plan[`IVQMP] ]ared Jewelers . r� � Source Cvntrvl BMP Svurce Contxal BMPs land use or srte pxanning p�ract�ces, or st�uct�xra� o�r nonstructurai measures �ha� aun to pre�rent runo�f pollution by xeducing the pvten�ia��o� contamination af the source � o� pollution. Svurc� contral BMPs m�nimize fhe confac� between Pollutanfs and runofF. Starmwa�er C�'edit Starmwatex Credif can be claimed by an Applicant i� certain developmen� practices f:ha� p�rovi.de broad-scale environmental benefi�s to communitaes are incorporated �nto the project design. Refer �0 5ection 3.5.4 �ox addi�ianal informafiion on S�flrmwater Credits. Structura[ BIIRP Stzuctures designed to remave pollutants from stormwater runof� � � and mit� ate h dr�modification�m acts. � � SW R P P Storm�LN'ater Pollution Preventian P�an Ten'�ative Trac� Map Tentat�ve Trac� Maps a�re required for all subdivision creafing five (5} or more parcels, �i.ve �5} or mor� cvndonvnium� as de�ined in Section 783 oF �he Califox�ia Civi1 Code, a communi.'ty� apartment projec� cantaixv�.�g five �5} or mvre paxceXs, or fox the conversion of a dwelling �o a s�ock cooperat�ve containing five (5} or mvre dwellin uxuts. TMDL Ta�al Maximum Daily Load - the maximum amount o�a Po�lutan� fhat can be discharged info a waterbody�'ram all sowrces (point and nnn-point} and still mainfain i11Tafi�r �uality 5tandaxds. Under �' C�IVA Sec�ion 3�3(d}, TMDLs mus� be devel.oped for all � wate�rbodies �l�af do na� meet 'iATater � uali S�andards after . � �Y a lication af�echnolv -based confr�ls. USEPA united 5tafies Environmenfal Protecfiion Agency - Volume-Based BMP Volume-Based BMPs applies fo SMPs whe�re the pximaxy mode af � pollutant rema�al. depends upon the vol.umetric capacity such as deten�ion,�refiention, and infilt-rat�on s sfems. � ' WQ M P �ater C,�uali�y Manag�ment P1an Wet Seasvn 'I'he 2�10 SMR MS4 Perrnit defines �khe wet season from �ctaber � throu h A ri.I 3�. � -4a- � Water Quality Management Plan[VVQMP) ]ared Jewelers � A end ix 1: Ma s and Site Plans �p � Loccrtron Map, WQMP Srte Plan and Receiving Wcrters Mpp � � � • � � � � . _ _ � �1 : • , , , -y � . � � sr� �ITY �F TEME�ULA Winchester � Road �� o � � o - Solana Way . �5 T EMECULA Rancho Ca�li�ornia Road a � •� -� Q � _ � o � � DePortola Roa� � , ��me�uQa 79 N - pvrkw y w E �I�INITY MAP NTS 5 � 3�! "�� -�i'L�E`!'.:..`i ' '' .-.. ._ :. . , , Z r -_" ' ' ��.. } . � _ ' _ . . �. ' ;i � '+ i, } • ', � , , �� � .. �``�:�;�,;M':::<;.. , . ��I�IFE� •� •f� - _ . ' � : r ..' ... • _ . 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F�.�.�. N4�. 5n9�3 _.��...__._ � P���'�I��[� �1����T��Si�P���f����f�C�F: � ���€� �,� ��P. I�►�t�'�: ��3�T")� ..__.,.� �`HC�S����l. ��F���� ��� ��� � �w�������� ���L������������������� �F������ � ��D� � �� T ��� ����. ��T�I�.� �" �� ��.�-�� ���� �.�a�. �€�. �.���9 �H��T 4 �� �. T�H�?M���. L.�1�� l��Rl� F��4lI��t3NS ��' �F'RI�, C3�aT'� Water Quality Management Plan[�IVQMP] �-_ jared jewelers ��� A endix 3: Soils �nfarmation �� . � �� � ° � -43- � ,�r�s lnfornu�tro�x �„�►�►f �a.Build On F�rr�s��.co���n�.r��� Repart of � � Geate�hnicallnvestigation � Praposed Jared S#ore 4�825 Vlrinchester Raad � Temecu[a, California �� . Prepared fvr � Signet Jewefers 375 Ghent Road Akron, nH 44333 Prepared by Professivnal Serv�ce lndustries, Inc. �33� Gateway Dri�e, Suite � �ypress, Califot�nia D�cember 2�, 20�5 PS I Pro�ect Nv. �559-'[67''l ��. � . ��`�' ��f������� - �r►"'��r �o.��r�i�c��� � � E'�rg��e�ring■Consu�tRng,• Ti�s#in� December 2'I, 2��5 IVIr. Michael Waterman Deve[opment Manager Signefi Jewel�rs � 375 Ghent Road Akran, QH 44333 Su�je�f; Report of Geotechnica� In�esfigation Prvposed Jared Sfore 4�825 Winches�er Road Temecula, Calitornia � PS[ Project 0559�67'[ Mr. Waferman: Professional Service [ndustries, Inc. (P51} has compieted a �eotechni�al Investigation for the propos�d Jared Store �o be Io�ated a� 4�825 Winchester Raad in Temecula, Californ�a. Dur services vuere per�ormed in general accordance vui�h P51 Proposal No. 0559-'I�8155. Based on the results of vur fieEd investigation, and engineering analysis, the project site � � is suitable �or the construcfion vf the propvs�d Jared Store from a geotechnica� � standpoin�, prv�ided the recvmmenda�ions of fhis report are followed. Please nofe that. ' the upper '15 �0 3D feet ot subsurface soils at the project site ha�e �ery poor stafic and � seismic load carrying capacity and theretore there is some risk far the static and seismic. perfiormance of the propased Jared stor� tvunded in �he upper subsurFace soifs at the site. The recommendations d�scribed in fhis report are propased tv reduce fhe risk af damage #o the proposed Jared store resultant from stafiic and seismic �oadslsettlements and shou�d be care�ully re�iewed prior to completion of design. � PSI appreciates you for �hoasing us as your consultant for this projec�. Please contact us a� 7'�4-484-86D� if you ha�e any ques�ions or we may be of further service. RespectFuf[y 5ubmitted, l�ROFES5I�NAL SERV[CE INOUSTRIES, 1�11C. ���a��ss,oH� a . ,��.e ��v�w���' � fi�T'fiVtLtP!(�3t��t � F2o,C�1�1� r�rs �'"�.�N"y��,,,,�,,,,,,,.�.��ti. * � �f��s° � � i�. �ti ������; OF�AI��` Luan N�uyen, EIT. N. Sa�hi Sathialingam, Ph.D., P.E, Project Engineer Chief Engineer � Re�iewed by Michael S. Piace, Principa� Consultant . � � Professional Servir.e Industries,l�c.18�'1 S.Meysrs Raad,Suite 400 Oakbrook 7errace,lL 60181 Phone 6341691-9490 Fax 63�15g�-7�496 - Pr�posed Jared Store, Teynecula, Cali�arnia Deceml�er 21, �d15 � PSI Praject D5591671 � TABLE DF CONTENTS 'I PR�JECT INFDRMATtON....................................................................................................2 'i.1 PR�JECT AUTHORlZATf�N..................................................................................2 1.2 PRnJECT ❑ESCRIPTI�N ......................................................................................2 1.3 PURP�SE AND SC4PE �F SERVICES................................................................3 2 SITE AND 5U65URFACE CONDIT[�NS.............................................................................4 2.� SITE LOCATf�N AND DESCRIPTI�N ...................................................................4 2.2 REGI�NAL GE�L�GY...........................................................................................4 2.3 REGlaNAL 5E1SMiCfTY.........................................................................................4 2.4 SEISMIC HAZARD ASSESSMEiVT.........................................................................5 2.5 SUBSI.JRFACE C�NDITIONS.................................................................................7 2.6 GRaUNDWATER INF�RMATI�N..........................................................................9 2.7' LABflRAT4RY TESTING........................................................................................9 3 C�NCLUS�aNS AND RECaMMENDATI�NS...................................................................'i0 3.�1 EARTHQUAKE AND SEISMIG ❑ESIGN G�NSIDERATI4N................................�❑ 3.2 SHALL�111! F4UNDATIaNS..................................................................................'I'[ 3.3 PAVEMENT DESIGN ............................................................................................'13 3.4 S�TE PREPARATI4N & GRADING.......................................................................'i 5 3.5 UTILETY TRENCH CONSTRU�TI�N ...................................................................'[7 3.6 TEMP�RARY E�CAVATI4N C�NSIDERAT[�NS...............................................17 3.7 G�NSTRUCTI�N CaNSEDERATIDNS.................................................................1 S 3.8 PLAN REVIEIII!......................................................................................................19 3.9 DBSERVATI�N AND TESTING ❑URING CflNSTRUCTI�N...............................'19 � 4 REPaRT LIMITATI�NS......................................................................................................20 . FIGU RES FIGURE � � SITE VICNITY MAP � FIGURE 2 - SfTE PLAN AND B4RING LDCATI�N IUTAP . L1ST �F APPENDICES APPEN�IX A-- B�RING LQGS APPENDIX B - LAB�RAT�RY TEST DATA APPENDIX C � LIQUEFACTION ANALYSIS � ��� Praposed Jar�ed Store, Tenzecula, Califarnia December 21, 2p15 � PSI Project 05591671 � , 'I PR�JECT INF�RMATI�N 'I.'I PROJECT AUTH�RlZATI�N Professional Service lndustries, Inc. �PS�} has cvmpleted a geo�echnicaf investigation for the propased new Ja�-ed Store tv be foca�ed at 4D825 V1linchester Road in Temecula, California. Signef Jewelers authorized our services on Dctober 3�, 20�5. , '�.2 PR�JECT DES�RiPT1�N Based on the site plan prov�ded on June 29, 2�'15, fhe proposed projec� invol�es the demolition and remaval of an existing strucfure and the cons�ruction of a single-stvey building along #he southwest corner o�the si�e, and pa�ed parking and drive aisies. The proposed strucfure will be approxima�e�y G,00� square feet in plan area. A Site Vicinity Map show�ng the site locatian is included as Figure �, Site Vicin�ty Map. Alfhough specific struc�ural lvads were not pro�ided far this pra�e�t, bas�d on vur experience with previvus Jared stare prajects, structural loads for the proposed refiail s�ore w�ll typically consist of fhe �allowing: • Maximum cofumn laads af�ess fhan 7� kips per calumn; dead load plus five � Ivad; • Maximum waf[ loads o� less fhan 3 kips per linear foot; dead �oad plus fi�e load; • Finished Floor E�evatian �FFE} for the building being constructed a�lor within 3 feet vf the existing si�e grades; and, - Floor slab design Es based vn a maximum floor I�ve load of 15� psf. Althvugh specific traffic Ioads were not prowided for this prvject, based on our experience � with similar prvje��s, traffic loads for�he proposed new asphalt paving wi[!typica�ly�onsist ot the fvllowing: � • 2-axle �5-wheel} deliv�ry �rucks approximately 35,00o pounds at 25 de�i�eries per day; and, • 5-axle �18-wheef} V-�ed trucks apprvximately 7�,OD0 fia 'i�D,�Q� pounds at one defi�ery per day. The geotechnical recommendations presented in this report are based on �he a�ailable proaect information, site location, iaboratory testing, and the subsurFace materiafs. If any , of#he nated information is incorrect, please intorm PSI in writing so �hat vue may amend fhe r�commendations presen�ed �n fhis report if appropriate and if desired by the client. PSI will not be responsible fvr the implementation vf its recommendativns when if is not no�ified of changes in the projeG�. � � ��� 2 Prepased Jared Sla•e, 2'efneczrla, Cal forrria .Decerraber 21,�a15 PS�Praject 05591671 � '1.3 PURP�SE AN� SC4PE �F SERVICES The purpose vf this geate�hnica� exploration was to exp�ore �he subsurface conditions and provide suitable founda�ivn and slab design recommendat�ons fvr the proposed cvnsfruction. The geotechnical �n�estigation fo� this prvjecf in�ol�ed drilling sEx test borings, laboratory testing, and geotechnica! analyses. This repvrt briefly autl�nes the tes#ing prvicedures performed, summarizes pro�ided proaect informatian, descri�es the si�e and subsurFace �ondi�ions encauntered, and presents recommendatians for the fallowing: • Genera! site preparation and grading. • Fvundation �ypes, depfhs, aElowable bearing capaci�ies, and an estimated settlemenfs. ■ Cvncrete flaor sfabs. • Asphaf�paving o Site Preparation and �rading • Comments regarding observed �a�tors that may impac� cons�ruct�on �ndlor p�rformance of the proposed construction. The scope vf services did not include an environmentas assessment fo�- determining the presence or absence o�F wetiands, ❑r hazardous or foxic materials in the saii, su�face vuater, graundwater, �r air an or befow, ❑r around this s�#e. Any statements in this report or an ti�e � � boring logs regarding odvrs, colors,and unusual vr susp�cious items or condifions ar�e strictly tor informationa[ purposes. � . ��,� 3 Prapnsed Jat-ed Store, �'enzecula, Calrfarnra � December.21, �015 PS1�Project 0559167� � . 2 S1TE AND S[JBSURFACE C�IVDiTI�NS �.'I SITE L�CATi�N AN13 DESGRIPTI�N The project si�e is foca�ed at 4�825 Winchester Road in Teme�ula, Cafifornia. Furnished � information indica�es the approximafe site GPS covrdinafes are la#itude: 33°3�' 38.39" North and �ongitude: 'i�7° �9' 26.38" Wes�. The site is [vcated on the north side of Winchester Road apposite Promenade Mall Way. The adjacen� p�aperties are genera!!y commercial deve[opments. Figure 2, Site Plan and Boring Loca�ivns Map shaws the site plan. � The site is currently occupied by a �ormer IVlimi's Cafe Restaurant. The proposed Jared Sfvre will be loca�ed within the southwes�ern portion of property, with the remaining portion of the si�e being de�e[oped wi�h asphalt parking. The site is relati�ely Ee�el with a maximum eleWation differential vt about 3 feet, sloping down to the soufh �Googfe Earth, �D15}. 2.2 REG[�NAL GE�L��Y The subject site is located at ele�afions beiween appraxima�ely ���2 and 'I�65 feet abv�e mean sea le�el �Goagle Earth} within fihe Peninsular Ranges Geomorphic Pra�ince � boundary. The Peninsufar Ranges Geomorphic Pro�ince consists of a series of . northwest trending mounfain ranges separafed by nvr#hwes�trending vaf[eys that are sub para[Iel to faulfs that branch from the 5an Andreas Fau�t. Based on a re�iew of the USGS Geologr� Miap of the San Bernardino and 5anfa Ana 3�' x 6a' Quadrangtes �USGS, 20�6}, the site is under�ain by Quaternary ai�u�ial deposits {Terrace ❑eposits}. Specifica[Ey, the site is underlain by Pleistocene�age�errace deposits, . whi�h Es described as semi-consolida�ed sand with clay and siit cvnten# and loca[ly high gra�el content. Based on a review of the Earger sca�e USGS Prelrm�nary Geologic 1Vlap of fhe 1�lurrieta 7.5' Quadrangle, Riverside County, Calif�rn�a {Kennedy and Morton, 20�3}, the site is underlain by Holocene and latest Pleistocene-age yvung allu��al �hannel depvs�ts, which are described as fluvial deposits along canyon floors. 2.3 REGIONAL SEISMCCITY The project site is focated in Southern �ali�arnia, which has undergone a complex mul�iphase s�ructurai history and remains an ac#i�e tectonic region with documen�ed historic earthquakes. Generally, the se�smic�ty within Califarnia can be attributed fo �faulting due to regional tectvn�c movement. This includes the San Andreas Fault and other su�-pa�alle[ strike-sEip faults, as wel[ as nvrmal and �hrus� fau�ting ►nri�hin the State of CaEifornia. The area vf the subJec# si�e is considered seismically acti�e. 5eismic hazards within �he site can be attributed �o patential ground shaking resufting from _� earthquake even�s along nearby ❑r more distan�faufts �� ��` 4 Propased Jar�ed Sto��e, T'er�recirla, Califor�nia , �ecember 21, 2�15 PS'�Prvject Q5591 r571 � The primary causes of damage in this generai area during seismic events inc�ude graund shakiny and liquefaction of the subsurface s�rata. LEque�action occurs when Iovse granular and fow p�asticity mat�rials be[ow �he groundwater table are subjected to cy��ic shear torces resulting from s�ismi�e��nts. tilllater pressure within the pore spaces of fhe svil increases with a correspanding decrease in the sai�'s effective sfress and individual grains o� soil Ivse �ontact with each other. Excess pore pressures uitimately dissipate and the soil cons�lidates, o�ten causing si�nificant total and di#�erential sett[emen� of the ground surface. � Z.4 5ElSMCC HAZAR� ASSESSMENT Alquist-Priolo Fau1#Zone , The seismicity of the site was e�aluated utilizing de�erministic mefhods for active faufts �vithin the regivnal �icinity. According �o th� Afquist�Priola Special 5tudies Zvnes Ac� of 1972 �re�ised 'i 994} faults ha�e been c�assified as active fau��s, which show apparent movement during the last'f'[,OD�years �i.e., Holocene�ime}. The sEte is not located within a currentfy designa�ed Earthquake Fau[t Zone per the Alquist-Priolo SpecEa� 5tudies Zvne_ . Map produced by�he California Geo[agica� Survey �CGS}. The nearest�oned fau�t is the Elsinore Fault Iocated approxima�ely 0.7 mi�e south►nrest af the sit� according to �he AP Specia[ StudEes �one Map of the Murriefa Quadrangfe �CDM�, 1990}. � � � Lurching and Shallow Ground Rup�ure Breaking of.the grvund because of acti�e fau�ting is nv�likefy due fo the absence o�known ac�i�e faulf tr�aces within the praject limits. Liquefaction Potential and Seismicall� lnduced Set�lemen# Liquefac#ion and seismical[y induced settlement typically occur in �oose granular and low� p[astic silt and clay soi�s with groundwa�er near the grvund surface. ❑uring an earthquake, ground shaking causes the soil tv consolidate and an increase in the pore pressures in saturated soils. A�ter dissipation of the excess pore pressures, the satura�ed soils tend to � settfe. Fine-grained plas�i� soi�s are generally not susceptible to liquefacfion or to short- term set�lement due to seismic loads. The sit� is mapped wi�hin�a zone af potential �ique�faction according to the California Geo�ogica[ Sur�ey �CGS Seismic Hazard Zones Murrie�a Quadrangle}. gased an a review of�he Seismic Hazard Zone Repvrt for the Murrieta 7.5-minute C�uadrangle, �he depth to historiG high graundwater is estimated to be shallower than '�0 feet belvw grade. At anticipa�ed foundation depths, young a[[u�ial channel deposits consis�ing �oose to medium dense sands will underlie �he proposed structure to depth o�f about 15 to 3D feet below the existing grade. A liqusfaction analysis vuas perfarmed for�the project site using historical ground wa�er�evefs and the requ�rements of CBC ��13 and ASCE 7-�D. Based � on 5ection 18�3.5.'i 2 of CBC 2�13 and Se�tion �'I.8.3 of ASGE 7-'i 0, Maximum �'�'� . 5 - r Praposed Jared Stare, 2'emecula, �'alifar��ia Decembet-Zl, 2�15 PS�Project 05591671 � Considered Earthquake Geometric Mean (MCEG} Peak ground Acceleration adjus�ed for Site Class Effects �PGAM} is 4.793g from US�S website htt .Ilearth uake.us s. ovldesi nma slu�la lica�ion. h and the moda� moment magnftude , is 7.�5 from USGS de-a�gregation website h� :fl eohazards.u� s. ovldea inf12U�8I �or a 2°/o Probability of Exceedance in 5� years,�2,475 Refurn Period}. The �iquefaction analyses indicated that the upper soils to depths of about '15 to 3� feet below the existing grade are pvten�ially sus�eptible to liquefaction upon appli�atian �f the design earthquake. The most significant effect of sail liquefaction Es expected to be ground surface se��lement resulfing frvm Wolumetric strain wi�hin fhe liquefiab[e soiis and dry seftlement of svils abo�e the groundwafer tahle. Based on our anafysis, we estimate a maximum total seismic induced settiement on �he or�der vf 4 tv 8 inches. We also estimate a seismic differentia[ settlement of about 2 ta 4 inches across a 'i D� foat span based on vur prior experience. The detaiis af liquefaction analyses and iiquefaction induced set�iement , ` esfima�es are pro�ided in Appendix G. The abo�e liquefaction induced settlements were es#imated using SPT blow counts obtained from borings drilled at the site, at dEscrefie depths �ary�ng '1 fo 5 fee� intervals. Therefare, in general, Eiquefaction induced settlemenfs based on SPT hlov►r �ounts tend to esf�mate higher settlements than fhose may oc�ur due to fhe artifac# of discrete samp[ing. 4n the other hand, if Cone Penefration Test �CPT} sounding is advanced at � � the prv�ect sui�e,thafi collects friction and fip resistances ot subsurfa�e soils continuausly, liquefaction indu�ed settlem�nt estimates may be reduced, in general, in �he order of - 5�°Io. lf a more ac�urate esfimate of the sites liquefaction pofentia� �is needed, PSI cou[d arrange to perform a CPT on the si�e and perform a new Iiquefac�ivn analysis. 1� 5ignet Jew�lers requests fhis additional in�estigation and design wor�k, PSE wil! prepare a change o�der v►rifh estimafed costs of perForming the work. . Lateral Spreading Latera[ spreading in�o�ves �ateral dispfacement of large, surficia! blocks ot soil as a result af lique�action of a saturated.subsurFace layer. Displacemen� v��urs in response to the cambinafian of gra�ita�ional forces and inertial forces generated by an ear�hquake. Lateral spreading can de�elop in gentle slopes and move fovuard a free face such as a body of wa�er� or water �ourse �Santa Gertrudis Creek}. Differentia! infiernal mv�ements within the spreading mass usually creates su�h fea�ures as fissures, scarps, and grabens. Lateral dispiacement may range from a few inches up to several feet, depending ❑n the soi� conditions, geometry af adjacent �lapes and �he magnitude and duration of the s��smic Ioading at the s��e. Latera[ spreading may also be present at �he si�e due #o conditions presenfi beyond property bflundaries and henc� may nafi be able �o mitigate it w�thin �he site: D�fferential v�r�ical mo�ements, or ground ssttlemen�s may range up to abou� half�he horizonta[ movemen�, Latera! spreading comrnonly disrupts foundations of bui�dings built on or across the faifure su�f�ces and severs�utiliti�s in the failu�e mass. � . �� � �'�•apaseclJared Store, Temecarla, Cal fornia . �eceml�er 2�,2�15 PSI Praject�5591671 . �.J ' Landsliding Due to the genera�ly flat nature of the site and surrounding prvper�ies, it is our opinian fhat�he site has a Iow susceptibility ta landslides. Tsunamis and Seiches , The site is not near an vicean cvast�ine. Therefore, �he potential for inunda�ion due to a tsunami is anticipa�ed to be relatively Iow. . Pu�lished literature was not readily a�ailable from fhe appli�able agencies regarding �he pofential inundat�on by seiches ("�idal waWes" in cvn�ined bodies of water} to affect fhe subject site. However, this type o�hazard is not fikely to be considered a significant threat �o �he subject site due to the absence vf lakes ar resenroirs in the �icinity of the subject praperky. 5eismic Design Categvey For Seismic Design Category designa�ivns of C, D, E or F, which are contingent on the sfiru�fures "5eismic Use �roup", the code r�quires an assessmen� af slope stabifity, liquefactian pvtential and surface rupture due to faulting or la�eraf spreading. Detailed e�aluations of these fa�tors were beyond the scope o�F�his study. Howe�er, the foliovuing � �able presents a qualitati�e assessment o� fhese issues considering the site class, the subsurface sv�� propert�es, the groundwater elevation and probabilis#ic grvund mo�ions. � Table 'I: Qualitati�e Seismic Si�e Assessments Hazard Rela�i�e R'rsk Comments ❑esign ground water levels based on histori� high Liquefactian High ground water le�els are shal�ower than �D feet below � rade and soi[s are laose fo medium dense. � Slope Stability, Low Based on the presumed grading plans, significan# cut ar fill sla es are not lanned for �anstru�tion. 5urface Rupture Low Ac�i�e faults are not known to underiie #he sife. 2.5 SUBSURFACE CQND[TI�NS The borin� locations rrvere marked in the field by a P5! representati�e referencing existing landmarks based on fhe information pro�ided by fhe client. A truck mounted drif[ rig and continuaus flight, solid-s#em augers were used to ad�ance the bor+ngs. Soil samples � were routinely abtained during the drilling pro�ess. Drilling and sampling techniques were accomplish�d in gen�ra� accordan�e wifh ASTM procedures �ASTM D�586 and D355�}. � � �� � � Fr•apased Ja�ed Star•e, �'emecula, r"aliforjria DecemUer�1, 2015 PSI Praject a5591 G71 � . The subsurFace conditions were expla�-ed with a to�al of six soi� borings drilied to approximate depths of '[� to 51 feet below curren� site grades. Figure 2 shovus the approximate boring locafions. The svil types encountered at the specific boring focations are presented on the attached Boring Logs in the Appendix A. Existing pa�ement was encountered a� the ground surFa�e in the majority af the borings per�vrmed with fhe excep�ion of barings B�5 and B�6 vuhich were perFormed in landscaped areas in fhe southwest corner of�he site. The existing pa�emenf section was measured . to consist a�approximately 2 to 4 inches of asphalt under[ain hy 3 ta 4 inches o�aggrega�e base materials. Beneath the surticial ground coWer,�fhe borings generalfy encaunfered clayey sand soifs vuhi�h extended �o depths af 3 �o �0 feet, underlain by well to poorly graded sands. High plastEci�y clay soif was encountered at a d�pth of approximately 35 feet in the deeper soil boring B-2. Some vr all of �he surFiciaf clayey sands are �ikely fill materials which were pfaced or dis�urbed during fhe pre�ious site de�eiopment. , auring �he samp�ing procedure, S�andard Pen�tration Tests {SPT} vuere per�ormed in accardance tinrith AS`fll11 D1585 and rela�i�ely undisturbed samp�es rrvere obtained using `°� Caiifornia M�difed Samp[�rs in genera� accordan�e with ASTNI D35��. Th� SPT for soii b�rings is pe�armed by drivinq a�-inch diameter split-spvon 5�n�pler into the undisturbed fam�a�ion iocated at the bottom of the advanced boreho�e wi�h r�peated bl�ws of a 140� � � paund hammer faffing a �er�ical dEstance vf 3��inches. The number of blvws required to dri�e the sampler the iast 12-inGhes of an 18-�nch pene�ration depth is a measure of fhe soil �onsistency. For ASTM D-3550 (Modified Califarnia 5ampler, MC Sampler}, the spfit barref sampler possesses a 3--inch �.D. and is dri�en with the same manner as �he SPT, but MC SampEer blovu �ount requ�re a correction �act�r to corre[ate to SPT blow coun�s. �. 5amples were ident�fied in t�e field, pfaced in �ealed containers and transported �a the Eaboratory tor fu�kher classificafiori and �esting. The stratifica�ion presented on the Bo�ing Logs is based on a visual examina�ian of �he recovered sai[ samp�es and the interpretafian of field �ogs by a geote�hni�al professional. Included on the Boring Logs are the standard pene�ratian resisfances (SPT N-�aiues and California Modified sampEer blows} recvrded in the indi�idual harings at standard testing inter�afs to the bvring terminativn depths. The abo�+e subsu�fa�e �nfo�m�tivn is of � generali��d nafiu�e to highlight #he majar s�bsurface stra�ific���on fea��r�s and maferial characteristics. '�he Boring Logs, �ncluded in �ppend�x A; �t�ou�d he r��iewed �or spe�E��c informa�ion at the bar€ng io�a�ions. These �r�cards ir,clude s'oil descf-iptians, stra�iff�a��ion, �enetration resistance, �ocatians af the sampl�s ar�d� la�oratory test data. Th� �tra�ifica#ian shov�rn on the lags represent �he canditivns anfy at�he actua[ facatian at the #ime �f aur explora�ion. Variations may occur and should be expected �eiween laca�ions. The stratifica�ion that represents the approximate baundary between subsurface materials, but the actual fransi�ian may be gradual. Lines o�demar�a#ion repr�sent the approxima�e�houndary b�#ween subsu�face � �� � Prapased Jared Sta e, Tey�zecula, Califary2ia � . . � .• December 2.1,2�15 �'SZ Project 05591671 � , � materials, but the transition may be gradual. �t should b� noted that, a�though the test borings are driiled and sampled by exper�en�ed prafessionals, it is sometimes difficult fo record changes in stratifi�afion within narrow limifs, especially at great depfhs. �n #he � absence af foreign substances, �t is also some�imes difficult fo distinguish between discalared soils and clean fill soil. �.G GR�L]NaWATER [NF�RMATIaN Graundwa�er was nvt encountered in the borings drilled at the praject site. Howe�er, based on a re�iew _vf �he Seismic Hazard Zvne Report for the Murrieta 7.5-minute Quadrangle as attached in Appendix C, the depth to his�aric high grvundwa�er is esfima�ed �o be abou� less than 10 feet below grade,. It is possible fhat seasvnal �ariations {temperature, rainfall, etc.}will cause fluctuations in the groundwater [e�ei. Add�tionally, perched water may be encountered in disconfinuous zvnes within the o�erburden. The groundwater le�eis presen�ed in this report are the fevels fha� were measured at the time af our fie�d activities. It is recommended that fhe � � contractar determine the actual groundwater le�els af the site at the time af #he �onstruc�ion activ�ties fio determine the impacfi, i�any, on fhe constru�fiion pracedures. 2.7 LAB�RAT[]RY TESTING � � � . The so�l samples obtained during the,tield expiorafion were transpvrted to our [aboratory and selected soif�samples vuer� tested in �he laboratory to defermine selec�ed materiai properties for evaluation. Laboratory tes�ing vn sele�ted samples were performed in � general a�cardance with ASTM and CTM pracedures and included Moisture Cont�nt , �ASTM D22'I 6�, Unif Vlleight, corrosion testing �CTM 543, CTM 4�7 and CTM 422}, #2�0 Wash {ASTM ❑1'i4�}, Expansion [ndex �esting �ASTM ❑4829}, Dire�� Shear �ASTM ❑- 3080}, and Consalidativn [ASTM D2435}. Unless a�henrvise informed, the soil samples wil[ be discarded 6� days from the issuance vf the report. Laborafory test data along with de�ailed descripfions of the soils can be fvund in the Appendix B. � .� � �'�� Pr•oposed Jare�St�re, Te�neczrl�r, Califor�ricr Decemher�21, 2015 PS.I P�•r.ject�5591 G71 � ' 3 C�NCLU�IQNS AND REC�IIr1MENDATi�NS The following geotechnica� design recommendations ha�e been dev�[oped on fhe basis of the previousfy des�ribed pr�ject charac�e�-istics and subsurFace cvndifions encoun�ered. The prvposed project includes the demoli�ion of an existing st�ucfure, and canstruc�ion of a new approximately S,�D�square�oot, single story Jared 5tore within the southvveste�n �orner of the existing structure�oofprint at�he site. If there are any�hanges in these project criferia, including huifdEng Ivcation on �he s�te, P51 should be contacted �o determine if modifications to the recommendations are warranted. Based vn the resu�ts of fhe fiefdwork, labora�ory e�aluatian and engineering analyses, the site can be adap�ed for the p�-opased impro�emenfs from a geofechnicaf perspecti�e. Details related to site preparation, toundation and f�vor slab design, and pa�emen�s are presen�ed in the fo!lawing se�tions. 3.'! �AI�THl�UAKE AND SElSIVIIC DESC�[� C�]NSIDEF�►T14N � The pro�ect sife is Iocated wifh�n a municipality thafi employs the ���3 Caiif�rnia Buifding Cvde {CBC}, the locally advpted version o�the In�ernational Building Code, ��'�2 edition. -. As par�of this code, the design vf structure� must consider dynam�c forces resu[tEng from seismic even�s. These forces are dependent upon the magnitude of the earthquake event as well as the proper�ies vf the soils that underlie the site. As part of the procedure to � e�alua�e seismi�forces, �he code r�quires fhe eva[uation of fhe Seismic Site Class, which categorizes the si�e based upon the characterisfics o� the subsurface profle within the upper 'I�� feet of�he ground surFace. Ta define the Site Glass far this projecf, we ha�e �nterpreted #he results of sail�tesfi�borings dril[ed within the project site and estimated � � appropriate soil properties below the base of the bar�ngs #o a depth of '10� feet as . permitted by the cade. The estimated soif propert�es were based upon our experien�e with subsurface conditivns in �he genera! si�e area. Based upon our e�aluation, the subsurFace condi�ions within the site are consistent vuith the characteris�ics of a Si�e Class "�" as defned in Table 20.3-1 of the ASCE 7-10. The assvciated ASCE 7��� probabilistic ground a�celeration �aiues and si�e coefficients for the generaE site area were obtained from the USGS geohazards web page: h� :Ilearfh u�ke.us s. aWldesi nma slusla [icaticn.php and are presented in Table 2. � � � � �,�� 1 a Proposed Jared Store, Temecula, Califarnia Decembef•21,2D.15 PS�Praject 4559.1 G71 � Table 2: Gr�und I�otion Values* � � Mapped MCE Ad�CE d I]esign Period 5pectraC ���e 5pectrai Spec#ral �sec} R�spvnse Gne�f�cients Response Response Acceleration Acceleration Acceleration �9� �J) �.� SS �.955 F� 'I.� SMS �.955 So5 �.3D3 '!.D S� D.7'95 F„ �.5 S�� 'i.'I92 So1 D.795 �`�% Probability of Fxceeo�an�e irr 5�years fvr.- � La�i�ude 33° 3�'38.39"�and Lorrgr�uc�e 17 7° �9'�6.38" W MGE � Maximum �ansr�ered Ear�hquake 3.2 SHALLa11� FDL]NDAT[�NS � Due to the poor quality o� subsurface soils (loose to medium young alluvial sands} � encounfe�-ed in the proposed store �aunda�ivn bearing sfratum, PSi recomm�nds the use af structural mat foundafion that supports th� proposed stvre underlain by properly � campacted sails �o have adequa�e performance of the proposed store and reduce fhe � future risks of static and seismic seftlemen�. � The �oncrete mat fvundation should be des�gned by a stru�turaE engineer in a manner that allows up to 4 inches of differen�ial settlement across the proposed s�ore. The sails immediately belaw the propased mat foundation shvuld be o�er-exca�ated to a depfh af at least 3B in�hes, �o place engineered structural fi�l. All structura[ fif[ shaff be compacted to at least 95°Io af modified proctor and shal� be compact�d in accordan�e wi�h our recommendations stafied in section 3.4 vf this report. The �ompacted fll shoufd be plac�d as a continuous pad so that it encvmpasses al! of the propased mat foundatEon and shau�d extend a minimum af 5 feet beyond the vu�side edge ot the pr�posed buiEding ma�founda�ion. Bearing Capacity Mat foundation placed on the c�mpacted engineered fill as descr�bed a�a�e can be . designed using an,a[lowable bearing pressure of 5D� ps�. The recommended allowab�e bearing pressure appl�es to the total of dead plus long-�erm live �oads. The allowable . bearing pressure may be in�reased by one�third �or short-term loads such as those resufting �ram v►rind farces, � �� �� � Prvpased Jarec�5tore, ?'ef�Tecarla, Cal fas•yria Decenrl�er 21,2415 PSI Project Q5591671 � 5ett�err�en� . The building Ioads wiff a!I �au�e settlemen� due to Can�olida�ion, or compression, of fhe under�ying svil�. The subsurfa�� informatian de��laped fvr this study were used to estimate settlement beneath #hese Ioads. As sta�ed, in Section �.4., total sefitlemenf of the site resu�tant from liquefaction of the subsurface soil in expected tv be on the arder ot 4 fo 8 inches. Some differential settlemen�between foatings should be expe�ted due to differences in the subsurface soil � conditions across �he �ootprin�s of the tank foundations. DifFerent�aE settlements are diffi�ult to quantify; howe�er, we ant�cipate �hey will likely be limi�ed �o less than about one half of the tatal settlemen�. We estEmate that foundations designed and �ons�ructed in �ccordance with the re�ommendations hereEn wiil, after maf founda�ion insta�latian, experien�e post- cons�ruction totai static settlements generally less fhan 'f-inch with di�ferential stafi��non- earthquake} settfement of less �han '/z �nch along a 'i DD�fva# sec�ion vf foundation. Total and differenfiaf settlements of these magni�udes are usually considered tolerable for the anticipated consfru�tivn. Howe�er, the tolerance of the propvsed structure to the predi�ted tofal and di�feren�ial se���emen�s should be confirmed by the structura! enginee�. � T�iese foundatian recommendations are meant to redu�e �he risk a� difFerentia! � settlemen�, bu� wi!! nat eliminafe �he risk of total�settlement. We assume thaf the�e wi�E fa� utifity and drainage [ines from au�side�fhe proposed store that wifl be connected ta�he � propos�d store. Since the settiements of the utili�y and drainage lines are unknown and may have total settlement potential different �rom the faundations recammended for fhis praject, P5[ recommends fhat any cvnnections �e fixed to the s�ructure with flexib�e heads -� that will be capable of handfing any differentia� settfement �hat may occur hetween the proposed sfare described in this repvrk and fhe utifity and drainage lines tha� are connected to. Latera� Resistance For resistance to lateral foads, an allnwable coefficient of friction of D.4 between �he base , of the mat foundativn and underiying compacfied aggregafe faunda�ion fayer is re�ommended. In additian, an al[vwabie passive resistance equal to an equi�alent fluid weighing 3�D pounds per cubi� faot �pc�f} acting against the foundation may he used to resist lateral forces. The passi�e pressure and frictional resistance can be combined to resisf�atera! loads. The top foot of passi�e resisfance a�foundafions should be neglecfed unless the ground surface around the footing is co�ered by con�rete or pavemenf. Exca�a�ion� The founda��an. exca�ations and p[acement of compact�d eng�neered fill laye� as recvmmended above should �e observed and tested by a representati�e of PSI privr ta � �� • 1� Prapased Jared Stai•e, �'emecula, �'aliforrria Dece�nber 21,2�15 PSf Pt•aject 45591671 � steel or con�rete pfacement to assess that the foundation materia�s are capab[e af supporting the design �oads and are consistent with �he maferial discussed in this report. Fvundativn exca�ations shvuld be vbserved and cancre#e pEaced as quickiy as possib�e � to a�oid exposure of the beam bottoms fo vuetting and drying. Surface run-aff water shauld . be drained away from the excavations and nat be allowed to pond. The foundation cvnc�ete should be pla�ed du�ing the same day �he exca�ation is made, it pvssibfe. l� i# is requEred #hat footing exca�ations be ieft apen for more than ❑ne day, they should be pro�ected to reduce e�aporation or entry of moisture. 3.3 PAVEIVIENT DES1�N The recommended thicknesses presented befow are considered typical and minimum far the assumed paramete�-s. We understand that budgetary cansiderations sometimes warrant thinner pa�ement sections than those presenfed. Howe�er, the client, the owner, and the project principals shou�d be aware fhat thinner pa�ement sec#ivns might result in increased maintenance cvsts and [ower than anticipated pa�ement IEfe. �n designing the propos�d pa�ed areas, the existing subgrade �onditions must be � considered together with the expected tra�fic use and Ioading conditions. The conditions that will influence the pavement design can be summarized as tollows: 1} 5ubgrade support characterisfics of the subgrade. This is typica[ly represented by a R-Value for�the design af flexible pavemen�s in this region. 2} Vehicular�raffic, in ferms of the number and frequency o��ehicles and �heir range of axle loads. 3} Probable in�rease in vehicular use o�er the [ife of�he pa�ement. VIle recommend that the exposed subgrade be prepared in accordan�e ►nrith fhe site preparatEon requirements specified in Section 3.4 af this repart. The upper ane fvof of , pa��ment subgrade should be compa��ed ta at leas� 95 percent of the maximum dry density as determined by fhe modEfed Proctor �ASTM D��57}. The fill mois�ure content a# the time of compaction shvufd b� �vithin � �a 3 percent aba�e the optimum moisture cvntent value. Under�ut soil shoul� be �eplaced by Engineered Fill. The appr�opriate pa�ement sectian �epends primarily upon �he type of subgrade soif, shear sfrength, traffic�oad, and �lanned paWement life.Althvugh specifi�traffic Ioads were no� pro�ided fvr this project, based on our expe�-ience wi�h pre�ious pro�ects, traffic loads fvr the proposed new asphalt pauing will typical�y consist of fhe following: � 2�ax�e �G-whee�} delivery �rucks app�oxEma#ely 35,00� paunds at 25 de�i�eries per � � day; and, �� 13 �� Praposed Jarecl Store, 2'e�necula, California December 21,2415 • PSI Praject 45591 G7Z � ■ 5-axle ��i 8-whee[} V-bed trucks approximately 7�,QQQ to 10D,OD0 pounds at one deli�ery per day. The abo�e trat�ic �oad is est�mated to be an equivalen� 38,5�� ESAL. Based on Table 6�3.3C of CALTRANS Highway Design Manual, the 38,5�a ESAL is equivalent to a Tf of 6.D�. The abov�traffic load and assumed traffic index shouEd be�erified by�he praject civil engineer priar to cvns�ruc�ion. Based on the resufts af laboratary testing, we ha�e assumed an R-value o� 20 far �he near surface soils within pa�emenf areas. Since an evaluation of the characterisfii�s of fhe actuai soils at pa�ement subg�-ade can anly be � provided af the cvmpletion of grading, fhe following pa�em�nt sections should be used � for planning purposes oniy. Final pa�ement designs shauld be evaluated after R-value �es�s ha�e been performed vn the actua� subgrade material. lt should be noted �hat additional earthwvrk andlor ground impro�ement effor�s may be required during grading on �he actua! subgrade material, in order to achie�e �he aforementivned design parameters and assumptions. These design thicknesses assume tha�a properfy prepared subgrade has been achieved. Tab1e 3: Flexible Pa�ement Recommendations � ►�ssum�d Recommended � Assumed Tra�fic L.oad Tra�fic Pa�ement � index 5ec#ion • 2-ax[e [6-wheel} deli�ery frucks appraximately 35,�D� paunds at 25 d�f iveries per day; and, 4 inches AC o�er • 5-axle �'[8-wheel} V�bed trucks 6,p 9-inches � approximately 7�,��� ta 100,��� Class 1! Aggregate pounds at one deli�ery per day. Base Concrete pavement is recvmmended in areas that recei�e �ontinuous repefitive traffc such as loading areas and parking lot entran�es. Due to heavy whee[ loads and impact laads, con�re#e approach aprons and dumpsfer pads, shouid have a minimum thickness of 6 in�hes, with an underiying 4-inch �hick section of Glass !1 Aggregate Base �AB}. Portland Cement Con�rete pa�ement se��ivns should Encorporate appropria�e s�ee� reinfor�ement and crack ��ntrol Joints as designed by the project stru��uraf engineer. VIle recommend tha�sections be as nearly squared as possible and na more fhan '�5-feet on a side. A minimum 3,5D� psi mix is recommended. The ac�ual design should als❑ be in accordance wi�h design cri�erEa specified by the go��rning jurisdi�tion. Aspha[t Concrete (AC}, Portland Cement Con�rete, and Class [I aggregate base should con�orm to and be placed in ac�ordance with the [atest reWision o� the California Department�of Transportation Standard 5pecificafions and American Concrete Ins�itute �AC[} cvdes. Aggregate base should �e compacted to a minimum of 95 percent of the � �� �� Praposed Jared Store, 2'emecula, �'alifar•nru � .December�21, 2015 PS�Praject 45591671 � maximum dry density as determined by the modified Proctvr �ASTM D1557} prior tv placement of AC. 3.4 S1TE PREPARATlC]N & GRADING lt is our vpinion that the presence of Ivvse svils and unda�umented fill soi�s in the proposed foundation areas necessifate the o�erWexcavatian of loose soil under the propased fvatings. Vlle recommend remo�al and recompaction of up to 36-inches o�F exisfiing fovse naturaf soiEs below�he proposed fvotings whe�e lovse svi[ are vbserved. Loose near surface soifs were vbserved in horing g5 on the southwest portion of the site and shvuld be expected in this area during const�uctivn. Engineered fill below fvotings shauEd be campacted to at leas� 95°I� of modifed procfor�ASTM D'1557}. The fi[I mvisfure content at#he time of compaction shou�d be within 1 fo 3 percenf abo�e #he optimum moEsture con�ent �afue. The v�er- excavated and �ompacted soils belaw mat faundation shoufd exfend a� feast � feet❑utside o�F the foo�prinf of mat foundation. - The current geotechnicaf issues a� the site that wil� affect the cons�ruction of the praposed devefapmen� include the fol�owing: �. Surface and subsurFace disturbance during d�n�vlitian and cfearing op�rations. -� 2. Rema�al all undocumenfed fil[ soils, i�F any, and rep�a�e them as prvperly compacfed soils. � 3. �n-site soils are carrosive ta me�afs. 3.4.'! SITE PREPARATIaN Inifial site preparation should En�[ude demolition vf the existing impravements that are in � the zonp of new�vnstruction. Demali#ivn shvuld include rema�al of all floor sfabs and any ❑ther be[ow-grade construction. Exis�inc� undergraund u#ili�ies that will interfere wi�h the nevu construc#ion should ei�her be properly capped of� and removed or be re�routed around the n�w improvemen�s. All soif� disturbed by �he demo[ition and clear�ng operations and af[ �xisting undocumen�ed fi[F soils should be remo�ed and stockpiled on� site �ar �uture use as �ngineer�d Fill. A�I debris and delete�iou� maferia�s generated by the s�te s�ripping and d�maEit�on operations should be legally disposed ❑f#-sife. � Foliawing the remo�al of any interf�ring undergr4uf7d u#ili�ies, sxisting floor slab, and afl existing undocumented fi[[ svils, �he exposed subgrade should be scari�ied, mois�ure conditioned and compacted ta at �east 9� pzrcenf af the maximum dry density as determined by the ASTIVI D'�55�' ta a depth of at least 1? inches. Llnder the proposed mat fvundat�on, v�e recammend removal and re�ampaction af at leas� 36-inches vf existing �ovse naturaE soils. Engineered fill below fovtings shauld be cvmpacted �o a� least 95°/a of ,the maximum dry densi�y as det�rmined by the modifed pro�tar {ASTM ❑�557}, The filf moisture cvn�ent at the tim� o� compaction sl�ould �e within 1 ta 3 per�ent abo�e the optimum mois�ure confent�alue. The a�er-Exca�ated and compacted soils be�ow footings should extend at �eas� 5 feet outaid� of the faotprint o�a�l fao�ings. Any new fiil should be � placed in accardance with �he Engineered F�II section of this repvrt. The adequacy of sife ���� 15 Prapased Jcr�•ed Stare, Terraecula, Califor•rrra December��, �0�5 PSI Project 05591671 � clearing aperations shauld be �erifed by the Geotechnical Engineer'S repr�sentafive during construction, prior to placement of Engineered Fill. Final grading should be designed to provide posi�i�e drainage away from the proposed structure. Soil areas within ��-feet of the proposed stru�ture should slope at a min�mum of 4 percent away trom �he building, if passible. Roof leaders and dawnspoufs shauid discharge on�v pa�ed surFaces sloping away from the s�ructure or into a closed pipe system whi�h ❑utfa[�s to the streef gutter pan or direc�ly�o #he storm drain system. If grading occurs in �he winter rainy season, unstable subgrade conditivns may be present. These conditions may require s�abilizing the subgrade w�th admix�ures, su�h as cemen�kiln dust or a coarse aggrega�e. Isola�ed areas may be stabilized using a geogrid, such as Tensar TX�6� or equa�, with vne fioo� compacted Class I1 aggrega�e base o�er the geogrid. Additivnal re�ommendations can be provided, as required, during consfruction. 3.4.2 ENG�NEERED FILL Engineered Fi�[ ma�eria! required at this site should nat �vntain rocks greafer fhan 3- inches in diame�er or have grea�er than 30 percent re�ained ❑n the �/��inch sieve, and should not �ontain more than 3 percen� �by weight} of organEc matter vr other unsuitable � materia[. The Expansion lndex [EI} for the material shauld not exceed �D. Based on our � � subsurFace inv�stigativn, existing ❑n-site soils are genera[Ey suitable far use as Engineered Fill with the excep�ion vuhere metals are to be buried within since the on-si�e saiis appear to be a strongly aggressive corrosive enviranment for me�als. This should be confirmed by a PSl representafi�e during grading. [mpart materials mee�ing the abo�e requirements should be appro�ed by fhe Geote�hnEcal Engineer prior to use as Engineered Fi��. As previausly stated, soil that is en�ironmenta[ly impacted shvuld not be used as Engineered Fill beneath fhe proposed building. , Engineered Fi[I shvu�d be compacted �o at least 9� per�cent of the maximum dry densi�y as determined by the modified Proctor �ASTM D 1�57} with the excep�ion of the engineered f!I sai�s in the footing area needs fio be compact�d tv 95 percent of the maximum dry density as determined by the mvdified Procfar �ASTM D'1557}. The mois#ure content of Engineered Fill shouid be maintained at approxima#ely 'f to 3 per�ent abave the material's optimum moisture content as determEned by the same index during compa��ion. ]f�he Engineered Fi[E is to❑ dry, rrva�er should he uniform[y applied across the affected fill area. lf the Engineered Fill is too we�, i�musf be dried. f n ei�her e�en�, the , Engineered Fif! shou[d be thoroughly mixed by disking, or other approved me�hods, to obtain relati�ely unitarm mvisture �onten� #hraughou# fhe l�ft �mmediately prior to compaction. Engineered Fi�l shvuld be placed in maximum lifts of 8-inches ot Ioase ma�erial. Each li�t of Engineered Fill should be �ested by a PS[ svils technician, working under the direction of our P�-oject Gea#echnical En�ineer, prior to placement of subsequent lif�s. 1� smaller � �� 16 Pr-opased Jared Store, ?'enzeczrla, California December 21,2Q15 PSC Pf•oject 05591671 � � � compaction equipment su�h as �umping jacks vr p[ate campactors are used �hinner [ifts may be required to achieve compacfion Compaction vf the baGkfill shauld he checked vuith a sufficient number of density tes�s by a representati�e of the Geote�hnical Engineer tv determine if adequa�e compaction is being achie�ed by the contractor. 3.5 U.TILITY TRENCW C�NSTRLJCTI�N UtiEity trenches can �e backfsl�ed with on�site sandy soils above the u�ility bedding and shading ma�erials wifh the exception when metals are buried wifihin. Trench backfEl should be moisture condi#ioned fo within 'i to 3 percent abo�e the op�imum moisture conten�, compacted in 4� to 6-inch lifts �o a minimum of 9� percent af�he maximum dry density as defiermined by the modified Proctor �ASTN[ D'i 557}. Th� upper �2-inches af the french backfill in pa��ed areas should be compacted to a minimum of 95 percent of the m�ximum dry density as de�ermined by the madified Proctor �ASTM D1557}. I�f racks [arger�he 3-inches in maximum size are encountered, they should be remo�ed from the fifl material prior to placement in fhe utility trenches. Utility bedding and shading �ompaction requirements should be in conformance with the requirements of �he �ocal - agencies having jurisdicfion. Jetting, vr�laoding, of trench backfill is no� �ecommended. , 3.� TEtI�IP+a�ARY E�C�V►�►TI�I� CC�hiS[�ERAT[ONS � in Federal Register Vo[ume 54, Na. 209 �October, 1989}, the Un�ted States Depar�ment vf Labor, ��cupational Safety and Hea�th Administration ��SHA} amended its "Canstruction 5tandards for Excavations, �9 CFR, Part '[926, Subpar� P." ThFs do�ument was issued to insure better the safety of workers enterEng �renches or exca�ations. 1� is mandated by this federal reguia�ion that afl ex�a�atians, whether�hey be utiiify trenches, basement eKcava�ions, or foot�ng exca�atians, be �ons�rucfion �n accvrdance rrvith the re�iewed �SHA guidefines. !t is our understanding that these regula�ians are being � . strictly �nforced�and if they ar� not closely foiiowed, the owner and fhe contractar cou[d • be liab�e �or subs�antial penal�ies. Th� contractor is solely responsible for designing and constructing stab[e, temporary ex�a�ations and should sl�ore, slope, or bench the sides of the ex�a�a�ions as required to maintain s�abi�i�y ot both the�xc��a�ion sides and bottom. The contractor's responsible person, as defin�d in �9 CFR F�a�# 1926, should e�aluate �he soil exposed in the excavations as part o�the cantractar's safety pracedu�es. �n no case shou�d s[op� height, sfop� inc�inafion, ar exca�a�ion d�pth, Enc[uding utili�y tren�h exca�ation dep�h, exceed �hose specified En [oca�, s�ate, and federal safety reguiation�. �111� �re pro�iding thi� in�orr�a�ion s��e[y �s a service to aur cfient. PS! �s not assumin� responsibi[�ty �ar c�ns�rucfiion site sa�ety a�the con�racta�'a activities; such respor�sibility is rzot being imp�ied and shou(cl not be infer�ed. � � ���� �� Pr•aposed Jared Store, 2'enreetrla, Califarrria Decen�her 21,2015 PSI Prnject 05591 G71 , , � � • . - . 3.l ��NSTRLlCT[�N C�NSIDERATI�NS 3.7.'I hJlaISTURE SENSlT�VE 5�[LSlIIVEATHER RELATED C�NCERNS Note that the upper soils are sensitive to dis�urbances caused by construction tra�fic and to changes in moisture content. During we� weather periods, increases in �he maisture con�ent of the soil can cause significant reduction in the soil strength and suppart ca�abilities. Furthermore, perched graundwater condifions can de�elop during periods of heavy rainfall as a resuft of iess permeable layers impeding infil�ratian. �n these instances, v�erlying subgrade soils may �ecome unsfable and require remedial measures. �t will, therefore, be ad�an�ageous to perform earkhwark and faundation �onstruction acfivifies during dry weather. Grvundwafer was not apparenf within the bvrehofes during drill�ng operafions, however, varia�ions in the groundwater table may result from #lu�tuation in the �raund surfa�e tapography, subsurFa�e stra��fication, precipitation, irrigation, and other tactvrs �haf may not have evident at the time of vur exp�oration. This sometimes vccurs where relatEvely impermeable andlor cemented maferials are ov�rlain by f II soils. We re�ommend that a repres�nfative o�PS[ be present during grading operations to e�a�uafe areas ot seepage. Drainage devices for reducfiion of wa�er ac�umu[ation can be recvmmended if these conditions occur. � � Vllater should na� be a�lowed to colfect in t�e foundativn excavation, an ffoor slab areas, or on prepared subgrades of the canstruction area either during o� after construction. Under�u� or exca�ated areas shvufd be sloped tvward one carner�o faciii�ate remova[ of any collecfied rainwater, groundwater, or surFace runoff: Positive site drainage should be provided to reduce infilt�ation of surface water around th� perimeter of fhe bui[din� and beneath the floor s�ahs. The grades should be slvped away fram the buiiding and surface drainage should be collec�ed and discharged such that water is nof permit#ed to infiltrate fhe back�ifl and ffoor s�ab areas vf the building. 3.7.2 C�RR�SIVE S�IL C�NCERNS � The corrosi�e testing on a representa�i�e sample of the site soils indi�afies that #he soils possess a negligible sulfate expvsure. Based an this result, it is our ❑pinion that special sul�ate-resistant concrete mix designs are not war�-an�ed and Type 1� cement may be used. Additiona� testing should be perFarmed during site grading ta assess the su�fate cantent of fhe.as�graded sails. , The �-esisfi�ity results �Resistivity '!,�00 ohm-�m} indicate a strvngfy aggressi�e carrosi�e en�ironmenf far metals. We sugges�that a corrosivn engineer be consulted to determine what corrvsion protection may be warranted at this site. � � ��'� 18 - Pr•opQsed Jared 5tare, Temecula, California Decem2�er�1, 2015 PSI Ps•oject 05591671 � 3.8 PLAN REV�EW �nce tinal design p[ans and specificafions are avaiiable, a review of grading and foundatian plans by PS� is �ecommended as a means ta check thaf�he evaluafions made in preparation of this report are correct and that earfhwork and foundation r�commenda�ions ha�e been properly in�e�-preted and implemented. 3.9 QBSERVATI�N ►4►ND TESTIN� DUR�NG C�NSTRUCTC�N [t is recvmmended fihat PSI be refained �o provide observativn and tesfing services during site preparatian, s�te grading, ufility trench cons�ruction, foundatian exca�ation, and pa�ing. This is to abserve �vmpliance with the design concepts, specifica#ions and recommendations, and �o allow �or possibfe changes in the e�en� fihat subsurFace conditions differ from �hvse anticipated prior to �he start of construc�ion. � ' � ��,r .l9 Pj•opased Jared Store, �'emeczrla, Cal�ornia . December Zl, 2a15 PSl Project a5591671 � . 4 REP�RT LlMITATI�NS The propvsed professional services have �een performed, f ndings abtained, and recommenda#ions prepared in accvrdance urr�th generaiiy accepted geotechnical engineering principles and practices at �he time of this report. PSI is nvt responsibfe far fhe �onc�usions, opinions, ❑r recvmmendations made by others based on this data. No o�her warranties are implied or expressed. 5ignet Jewelers, its subsidiaries and affiliates can rely upvn the report under the same terms as if it was original[y prepared for them. The s�ope of exploration was intended to evaluate sai[ conditions within the influence of the proposed foundativns. The analyses and recommendatians submi��ed in this repvrt are based upon the data obtained �From the soil borings perFormed at �he loca�ions indicated. If any subsoil �ariafions �ecome evident during the �ourse of this projec�, a re� e�a�uation of the recommendations can�ained in this �-eport will be ne�essary after we have had an opportunity to obseive the charac�eristi�s of the conditions encauntered. 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[ �LL ����'�r - g-� S[TE . � B-3 • �`� - i�R��R'C1' �...11� � � _ . - � : I-�� ��R � ��.I� LEGEND: dA��� PR�JECT No.: ,,�►���� Informr�tiorz PROP�SED JARE� S1TE PLAN � APPR�xlMATE BORiNG L.�CATI�N ��� To au�i� o� ��1��15 4Q825 WINCH�STER R�AD �5����?� N B-fi �iar�ia • Cwis� . �isfli�► TEM EC U EA, CAL[FORN IA � fi0 i 2D 8330 Gateway Drive, Suite B pRAWN BY• FIGIJRE: � Cypress, Califamia 9063Q � APPROXI1�fATE SCA�E IN FEET �714� 484�86oQ. . -. EF❑ BQRING L�CATI�N MAP 2 � APPENDIXA -- B�RING LaGS � � � . � . s ���� �' CEN��AL ��TES � . SAMPLE f DENTi�lCATi�N The llnified Soil Classi�icatian �ystem �USCS}, AASHT� �988 and ASTM designations D2487 and D-2488 are used to identify the encountere� materials unless atnerwise noted. Coarse-grained soEls are de�ined as having mare�han 5�°Ia oF tneir dry weight retained ❑n a#200 sie�e (Q.�75mm}; they are described as: houlders, cobbles, gravel or sand. Fine-grained soils have less t�an 50°Io af their dry weig�t retained ❑n a#20�sie�e; �hey are de�ined as silts or clay depending on their Atterberg Limit attributes. Major cans#ituents may be added as madifers and minor c�nstituents may be added according ta the relative propartions based on grain size. DRILLING ANE] SAiUIPLING SYMB�LS SFA: Solid Flight Auger-typically 4"d�ameter flig�ts, 55: S�lit-Spovn - � 318" i.D., 2" a.D., excep#where excep�where nated. noted. HSA: Ho!!ow Stem Auger-typically 3'/"or 4'/ I.D. ST: SY�elby Tube-3" D.D., except w�ere noted. o�enings, ex�ept where noted. 65: Bulk 5ample M.R.: Mud Rotary- Llses a rotary head with Bentonite PM: Pressuremeter or Pofymer Slurry CPT-U: Cone Penetrometer Tes�ing with Pore-Pressure � R.C.: ❑iamond 6it Core 5ampfer Readings H.A.: Hand Auger Sample Types: 5helby Tube P.A.: Power Auger- HandheEd matorized auger Auger Cutting Hand Auger • . � 5PT Mad.Cal.Sampler � �SD�L Pi��PERTY SYMBDLS Rack Care � Texas Cone N: �Standara "N" p�netration: glows per�oot of a 14� paund �ammer falling 30 inches❑n a 2-inc� �.D. Split-5paan. � � Nsa: �A"N" pEnetratian �alue corr�cted to an ec�ui�alent 60°/n �ammer er�ergy transfer efficiency(ETR} a'� Qu: U�lconfned compressi�e strength, T5F } C,��: Packet penetrometer�ali�e, uncon�ined �flmpressi�e strength, '�SF w°Io: Moistur�lwater content, °Ia� • � .LL: Liquid Limit, °/Q Pl.. Plastic Limit, °/o PI: Plasti�ity Irdex= �LL-PL},°/o DD: Dry unitweight, pcf ._L,�,� Apparen#grvut�dwater Ieve!at time noted RELATIVE �ENSiTY�F CDARSE-GRAINED 50lLS ANGLILARITY�F CnARSE-GRAiNEO PARTICLES R�fafi�e❑ensitv ' N�6fowslfoot �escription Criteria Very Lovse �..4 Angular: Parti�les have sharp edges and relatively plane Lovse 4-�Q � sides with unpofished surfaces Medium Dense � ��-3� Subangular: Partic�es are similar ta angular descri�tivn, but have Dens� 3D-5a rounded edges Very�ense �p_g� Subraunded: Parti�l�s Y�a�e nearly plane sides, but ha�e Extremely Dense 80-� well-raunded carners and edges Rvun�ed: Parti�les have smvathly curved sides and na edges GRAIN-S1ZE T�F�M�N�LpG'Y' �PART�CLE SHAPE Campaner�t _ __5ize Rar�ge �escrip#ion Criteria Bau�ders: ��er.300 mm{�1�in.} F�at: Par�icl�s with widthlthi�kn�ss rativ�3 Cab�l�s: 75 mm ta 3�d mm�3 in.to 12 in.} Elor�gated: Parficles with lengthlwidth ra#iv�3 Cvarse-Grained Gravel: '19 mm ta 75 mm(3/4 in.tfl 3 in.) . F[at& Elangated: Pa�ticies meet criteria for bat��fat and Fine-Grained GraveL• .4.75 mm tv'19 mn��No.�to 3/in.) � elongated Cvarse-Grained Sand: 2 mm to 4.75 mm�No.1a ta No.4] Medium-Grained Sand: Q.42 mm ta z mm�No.4�tv No.1�� RELATIVE PR�P�RTiONS OF FINES Fine-Grained Sand: 4.075 mm tv 4.42 mm tNv.2�0 t�Na.4Q} pescri.pti�e Term°/o Dt�r Weiqht 5ilt: O.ODS mm to a.075 mm Trace: �5°/0 � G[ay: .�a.�05 mm With: 5°Io to 12°I� Modi�er: ��2°Io P�ge 1 pf 2 t � ��� ��i � �ENERAL N�TES �Continued} � CONSISTENCY�F FINE-GRAINED SOILS MO1STllRE ❑ CnN ITlDN DESGREPTIDN Qx-T5F N-6[owslfoat Cvnsistencv Description Criteria 0-Q.�S a-2 Very Svft Dry: Absen�e vf mvisture,dusfy,�ry ta t�e toucY� 0.25�0.5D 2-4 Soft M�E$t: ❑amp�u�no�isih[e water Q.SQ-1.�0 4-8 Medium Stiff V►1et: Visible free water, usua�Iy sail is below water fa�Ie 1.�4-2.Q� 8-15 StifF RELAT[VE PROP�RTI�NS DF SAND AND GRAIJEL Z.QQ-4.Qd 15-30 Very Stiff Des�ri�ti�e Term °Ia❑N W@IUht 4.�Q-8.D� 3a-5fl Hard Trace: � '�5°In 8.0�+ 5�� Very Hard VIlith: �5°Io ta 3�°I� Madifier: �3�°/0 STRUCTURE DESCRIPTI�N Descriution Criferia Des�riptior� Cri#eria 5trati�ed: Alt�rnating]ayers af varying material ar�alvr with Blacky: Cahesive soil that can be hrvken dawn into small layers at least�/-inch{6 mm}thick anguiar lumps which resist further breakdown Laminated: A[ternating layers af�arying material ar calor with Lensed: ]nclusion of smalf pockets af different sails � Eayers less than'/-ir�ch �6 mm�thi�k Layer: Inclusian greater than 3 in��es fhic�C�T5 mm} . Fissured: Breaks along definite�lar�es of fracture with littie 5eam: Inclusion 118-inch�v 3 inches t3 ta?5 mm}thick resis#anc�tv fra�turing extending through the sample 51i�kensided: Fra�ture planes ap�ear poEished or glossy, Par�ing: Inclusion fess than 1!8-inch(3 mm)thi�k sometimes striated SCALE�F RELATIVE R�CK HAR�NESS ROCK BEO�ING THI�KNESSES Q�-T5F Cvnsistencv Descripfion Criteria � 2.5-�0 Ex#remefy Soft Very Thick Bedded Greater t�an 3-fovt���.0 m} , 'IQ-5� Very Soft Thi�K 6e�ded �I-foot t�3-foat[4.3 m to 1.fl m} 5D-25a Soft Medium B�dded 4-inch ta 1-foot,�0.1 m to�.3 m} 254�525 Medium Hard Thin 6edded 'i'/-inch tv 4-inch{3D mm to �f�a mm} 525-�,a5� Moderately Hard Very Thin B�dded %-in�h ta 11/-inch (1a mm ta 3�mm} 1,�50�2,6Da Hard Thic�Cfy Laminated 118-in�h tv /rinch �3 mm to 10 mm] �2,6�a Very Hard T�inly Laminated �IS-inch vr less"paper thin"(�3 mm} � R�CK VOIOS GRAIN-S1ZE�TERMIN�LOGY Vaids Vaid D�ameter (Typica[Iy 5edimentary Rock} Pit ��mm��D.25 in} Camponent Size_Ranqe Vug 6 mm to 5D mm(D.25 in tv 2 in) Very Caarse Grained �4.T5 mm Cavity 5�mm ta 5�p mm�2 in tv 24 in} Coarse Grained 2.Q mm-4.7fi mm Ca�� �60D mm{�24 in} Medium Grained 6.4�mm-2.a mm Fine Graine� Q.Q75 mm-�.42 mm Very Fine Grained �a.a75 mm RDCK L�l1ALITY DESCRIPTIDN DEGREE aF WEATHERING Rock Mass DesGri tian R[�D Value Slightly Weathered: RacEc generally fresh,jflints staine�ar�d discolaration Exce�lent 90-100 exter�ds intv ro�K u�to 25 mm{Z in}, ❑pen jaints may Gaod 75-90 contain clay,care rings under hammer impact. Fair 54-75 Poar 25-50 Weathered: Rock mass is d�campvsed 5Q°Io❑r less,signif�ant Very Pvor ��ss t�an 25 pQrtiflns af the rack shaw discalarat9vn and weathering effects,cores canr�at��6raker� by hand � ar scraped by knife. Highly Weathered: Rack mass is mare than 5a°Ia decvmpvse�, cflmplete � discaloration of rock fabric,core may be extremely braken and gives clunk saund when stru�k by hammer, may he sha�ed with a knife. Page 2 of 2 �C]�L �LA��IFI��`�I�N ��IART' � N�TE: �VAL 5YM6�L5 ARE US�D T�1NDICATE BORDERLIIVE S�IL CLASSIFiCATIONS � IVIAJ�R i7iV[Sl�NS �YMB�LS TYPICAL GRAPH L�TTER DESCR[PTI�NS . CLEAN '�� `'�� WELL-GRADED GRAVELS,GRAVEL- GRAVEL GRAVELS ���e� G� �INESMIXTURES,LITfLE DR N� AND e ■ � GRAVELLY � Sn��s °�° °°a° PDOR�Y-GRADE�GRAVEL.S, (LIT7LE�R ND FINES) a D�a D C7 P GRAVEL-5AN17 M!?CTLIRES,L[T7LE Q�oQ� ORNOFINES ' coARSE � GRAINED GRAVELS WIT�I °0 �° � Sf�TY GRAV�LS,GRAVEL-SAND- SD1L.S MQRE THAN 50°/o FINES � � G� SILT Ml?CTlJRES � �FC�ARSE � o ❑ FRACTIDN RETAINED DN N0. 4 SIEV� {APPRECfABLE G� CL4Y�Y GRAVELS,GRAVEL-SAND- AMDUNT DF FIN�S} CL4Y MIXTlJRES • .. .. . :.•.•.•.•. . . •.•:.•.•.•.•.•.•. ; ;;; ;; ; ;; WELL-GRADED SAN�S,GRAVELLY CLEAN SAN DS "" "" ' M�RE THAN 5Q°Io SAND �;�;�;�;�;�;�;�;�; � 5AN1]5,LITfLE OR N❑FINES ��MAT�RIAL 15 AN❑ " """ ' . ... . .. . . LARGER THAN SAND� . - POOR�Y-GRADE�SANDS, N�.2Q0 51EVE SD1LS { S) �:'' SP V g�Z� LITTL��R NO FlNE ',�.,'. GRA �LLY 5AN1],�.1TTLE OR Nn . _ . :•ti••: FINES ';: SANDS V1lITH SM SELTY SANDS,SAND-SELT M�RE THAN 5Q°/o FINES M1XTl1R�S � OFCDARSE FRACTI�N �� PA551NG�N NO. 4 51EVE �APPRECIABLE $�+ ' CLAYEY SAN�S,SAND-C�AY AMOUNT QF FINES) . MIX�'L1RE5 1NORGANIC 51�T5 AND VERY F[NE �L SANDS,R�CK�LOl1R,51LTY aR CLAYEY F1NE SANDS QR CLAYEY SILTS WiTH SLiGHT P�ASTICITY SILTS � INpRGAN1C CLAYS�F LOW TD FINE ANp L�QUia LIMIT CL ME�fUM PLASTICITY,GRAVELLY GRAINED CLAYS LESS THAN 5Q CLAYS,5AN[3Y CLAYS,51LTY CLAYS, LEAN CLAYS soi�s � � _ _�� �L ORGANIC 51LTS AN��RGANIC , � — SILTY CLAYS��L�W PLASTICITY MORE THAN 5U°/o fNORGANIC 5lLT5,M[CACE�US DR ��MATERIAL!S �� DIATOMACEOUS FINE SAND❑R SMA�L�R THAN � SILTY 5Q1L5 ND.2�0 SIEVE S IZE 51LTS L1QLiID L1M1T IN�RGANIC C�AYS�F HIGH AN D GRE4TER THAN�Q �H PLASTiC[TY C I:AYS � �H ❑RGANIC CLAYS❑F MEDILJM T� HiGH PLASTICITY,❑RGANIC SELTS . . . . . . . HIGHLY QRGANfC S�ILS '� �!'► �!'� �"� P�AT,HUMlJS,SWAMP 5�IL5 WITH ,�f, ,��, ���, ��, HIGH�RGANIC C�NTENTS � � ���� ��� DATE STARTEO: 111�p115 DRll.l.C�MRAHY: P51,Inc. gpR�NG B'I I]A7�COMALETE�: �11�Q1�5 DR1Ll.ER: Andy LQGG�D BY:Luan Nguyen C�MPL.EE'[ON D�pTH 26.5 ft �I�LL RIG: L 10 T � .� � BENCHMARK: NIA DR[LR[HG M�ZH�: Ho[low 5tem Au er � _ �L E V A T I�N: N I A S A M P L l N G M E T H O D: M o d C a l 5 P T � I..ATITUDE: 33.52T329° HAMM�R iYPE: Automa#ic B�RING LQCATI�N; LUNGITU��: -117.157�17° ��FIC[ENCY NIA STAT��N: NIA �FFSET: � N!A REVIEW�B BY: N.Sat�i Sathialin m REMARKS: STANDARQ PENE7RA7f�N .. u o TEST QATA � � � �, o � � o N in hlowslft Q '� "�'' ""� H Z � y m �C Moisture � p� o � � m � ��, MATERIAL DESCRIPTIUN � � * �� Addifional � �' �- � a� � '� ° �s Remarks � o- m E � � 'o w o � � � o��, c��n � � � STRENGTH,t5f , � ■ Du � Qp 0 0 �n a.a a ���ASPFIALT ayey , rown,mois,m ium ense, �6 x OD=��4 pcf �2 fine to medium sand��f�?} '��'�0''�� ° N-9 6 1� � QD='[18 pCf 12 8-�2-24 N=24 � Becomes dark brown,fine ta coarse sand 5C � ❑Q=1z7 pcF 9 2 9-21-2� � � N=28 �� ' ; ; Weq grarled SA�VD,hrown,moist,metiium r r " � ❑Q=113 pcf ... � ;�;; 12 dense,fine ta coarse sand 8-11-1G � . . . .•.•.• � � , N�17 .�.�.� .�.�.� .•.•.•. . . .•.•.• .•.•.• - .•.•.• �.... ..•. 15 '•'•'• Becames grey 3 . . . '�'��� 1� 5-6-6 .•.•.• •'•'•' N=1� �... . . .•. . ... . . . .�.�.� ������ 5W ... .•.•.• . . . .�.�.� .�.�.. 2d �•�•� ;•;•;• Becomes brawn,den5e �� ❑�='I17 pcf .•.'.' 12 97-26-�3 0 ... . . . .•.•.• .•.•.• .•.•.• �... . . .•. ... �.,. . . .•. .�.�.� . .. . .•.•.• . . 25 . . .• 9 •• • Beoomes grey . . . •'•'•' i2 11-'13-19 0 .... , N=32 8oring Terminated at appro�amafely 2fi.5'. Idv grQundwater encountered. 8oring was back�lled with sail cuttings and patched►�vith asphalt. Mod Cal sampler N values converted tv 5�1' equiva�ent[Mad Cal*.fi5}. � Professivnal Serv�ce fndustries, If1C. PROJECT ND.: o�ss�s�� � ��j 633�Gateway Drive, 5uite B PROJECT: Jared Temecula �� C]Ipl'855,CA 90630 LOCATt�N: 4U$25 Winchesfer Rd. Telephone: �T14}484-8fi�0 Temecula,cA Tho stratiFication lines represent apprp�mate hvundaries. "fhe transilion mav lx gradual. Sh�Gt 'E Df '� �ATE 5TAR7E�: 1112�115 ORILL C�iMPAHY: P51,in�. g�Rl NG B2 �ATE COMP�ETE[]: 'I 11�QI15 DRILL�R: Andy LOGGEO BY:Luan Nguyen C�MPLET�ON aEPTH 51.5 ft I]I�LL R[G: �10 T � oy � � E3ENCHMARFC: NIA Di�LLII�G METHDO: Hollow 5tem Au er � 1 �� �1.E V A T I�N: N I A S A M P L I N G M E 7 H O d: M o d C a l,S P T � LATI7LIDE: 33.527329° E-IAI�AM�R TYPE: Aulomatic B�RING L�CATION: I.ONGI�LIDE: � -117.157217° EFFfCIENCY NIA STAT[QN; NIA DFFS£T: NIA REVI�W�D BY: _ N._5athi Sathialingam REMARICS: � STAIdDARD PENEfRATIDiV v� 0 7�5T DA7A � � � �n �, o � � e IV ln 61owslft Q ` ."-��'.. J � 2 � y � X Moisture � �� o y � N � �, MATERIA�❑ESCRIPTI[]N @ � f `� Additianaf :� a � �, � y a as RemarEcs cu a. �q � � a a w � � � � � � � 57R�NGTH,t5f � � ■ Ru jIE Qp � 0 2.0 4.0 o ���ASPHAI.T 3"BASE 14 ❑D=12D pcf �2 Clayey SAND,pr�vun and dark grey,mois#, T_��_18 0 medium dense,fine to medium sand.�fili?} N��� 14 00=1z1 pcf 12 7-'i 2-20 0 N=21 5 .�3 aE3=195 pcf B�comes dark brovm,fne tv coarse sand SC Fines=33.3°Io �2 ' . 9-14-'11 � N�16 �o '� . . -- ——� ._..._ �. ., DD=9 D�pCf ' Well radeci 5AN0 brov4n m�ist Ioose fine ta '.'.'. 9 > > > � Fines�8.'I°/a � . '�'�'� �� caa�se san� 2-5-5 a ••• N=6 . . . ... . . . .•.•.• .. . . .• •.•.•.• .. .•. . .•.•.• .•.•.• � . . . .. . .•. �� ������ Becomes grey,medium derise,traoe grave� � .�.... '•'•'• 'i2 5-7-1a fl ... ::•• N-�T :.•.• ... . . . .•. .�.�.� .�... . . .• .•.•.• .•.•.• .•.•.• .•.•.• 20 •;.�.� Becomes brown,dense 5W '10 aD=�1T pcf ••:•:• �2 22-27-43 d . . . .�... ...• =46 �.�.�. . . . ... .•:.• .•.•.• .•.•.• ... .•.•.•. . . . .•.•.• 25 •'•'•' g .••• Becomes grey, na frace gravel •'•'�' 12 �0-17-'i 8 � ...•. :•:•.• N=35 . .. . . . . .. . .�... ...• .•.•.• . . . ... . . . . .. . .'. ... . . . .. . 3Q . . . ------------�_......_ .....�--- — Cantr'nr�ed Next Pa e ! Prof�ssional Sen�ice Industries, Inc. PROJ�cT No.: Q5591671 � ;��� 633Q Gateway❑rive, Suite B RR�.1�C7': Jared Temecula �� Cypress,CA 9Dfi3D �.00AT[�N: �D825 winchester Rd. Telephone: �7'f4�484-86�0 Temecufa,CA The sfratificafion lines represenf appro�amate boundaries. The transitian may be gradual. Sheet � �f 2 �A7E STAI�TED: �112Q115 ❑RII.L C�MPANY: P51,�nc, B�R�N�7 Bz �A'��COMPLE'C�D: ��12�115 �RI�.I.ER: Andy LOGGED BY:Luan N u n C�II[P�ETIDN�EI7TH 59.5 ft URILL Ft�G; L 10 T p� � � B�NCHMARF[: NIA ORILLING METHO�: Hallow_Sfem Auger � � ELEVATION: NIA SAMPLING M�TH�I]: Mod Cal,5PT I.ATiTUDE: 33,5273�9° HAMMER TYPE: Au#omatic BDRING LOCATI�N: LONGITLI�E: -117.1572�7° �FFlCI�NCY NIA $TA71�N: IVIA . �FFSET: NIA REVlEW�D BY: N.Sathi 5athialingam REMARKS: STA{�lQARI7 PEiVETRA710N � � a TEST DATA � � � � a u � � N in blow5l�t� = �' � p PL � w � � � `� MATERiAL❑ESCR[PTI�N N � x M°iSt"�B o � ;� �, �, �a ,� * LL Addifior�ai � Q. � � � � � Q ° �$ Remarks � �, ` � `° o cn � u� � � � � w rvn � � STRENGTH,tsf ■ 4u jIE Qp �d Po�r�y Graded 5AN0,grey,moist,de�se,fine � �� 49 = � �Z to medium sand,trace clay 23-�54-5"} » ��: :_', .•r ►Ci� .�r LL�T$ �� � Fat CLAYwith Sand,grey,moisi,very stiif,low 2' F nes z81°/o '�� plasticity,fine sand 5-6-13 0 N=9 9 4D g�pmes stiFf �z DD=93 pci � 12 5-8-'[4 � N=14 CH 45 geoQmes brnwn,very stiff 24 , Fines=65.7°/a, '[2 'I 1-12-13 N�25 5a 32 ❑0�88 pcf �2 5-91-'I5 a N='I7 Boring Terminated at appra�amatefy 5�.5'. No groundwafer encounfered. Boring was bac�cfill�wiih soil cuttings and patched with asphalt. • Mad Cal sampler N valc�es cvnverted#u SPT equirralent[Mad Cal"".55�. � �'rofessional Servi�e I�dustries, Inc. pRo��cT No.: o����s7� ��� 633D Gateway Drive,Suite B PR�.IECT: Jared Temecula � Cypress,CA 9Q63� L.00ATIOH: 40825 Win�nester Rd. , �� Telephor�e: �T�4}4.$�-56�� Temecula,CA � 'P7�e stratificatian�ines represent appr��imaie boundari�s. The transitia�i may he graduaL ShBBt 2 af 2 DATE STARTEi]: 1'I12D115 DR3Ll.C�MPANY: PSl,��,�. gpR�NG B3 DATE COMPLEfED: 1�120I15 �RlLlER: Andy �OGG�O BY:l.uan Nguyen C�MPLETlON�EPTH 1�,5 ft DRII,l.RIG: L 90 T p� � � BENCiiMARK: N!A ORILLING ME'fH�D: Ho11ow Stem Auger � 1 ELEVATI�N: NIA SAMPLlNG METHOD: Mad Ca! � �L LATRUO�: 33.527329° MAMMER TYP�: A�afamafic BORING LOCATION: L�HGITLID�: -117.1572 i T' EFFIC[ENCY NIA STATlON: : � NIA O��SET: NfA REVIEWED BY: N.5athi 5athialingam REMARFCS: � STANDAR�7 P�IVETRATIDN � u. o TEST f]ATA a� .� �s � � r � � N in hlowslFt O � '�: � �— � v '� � >C Moi5tur8 0 PL a � � � z, MATERIAL DESCRIPTIDN � � * �� Additional � � `� m U N ° � Remar[cs u� a � N � o r��n � � STREi�GTH,t5f � � ■ Qu �IE Qp Q o zn a,o � • 2"ASPHAI.T ayey , rown,mo�s,m �um ense, �4 x ❑�=118 pcf �� fine to medium sand SC '�2-'[$-21 N�26 Paorly Graded SAND,brown,moist,meciium � X C7n=�2�pcf �� dense,fine to medium sand 12-�4-'18 ° �:: N�21 5 '12 DQ�12�pcf �:r 12 11-21-29 � �C� N=28 �r .• �� �•;•;•; We[1 gr�deci SANO,brovun,moist,medium Z Da=�05 pcf � ;•;•;• 1� dense,fine tv voarse sand SW 8-'E2-14 0 • •• N=1 T Baring Terminated at appro�amately 11.5'. No groundwater encountered. 8oring was backfilled with soi!ouEtings and patched with asphalt. Mod Cal sampEer N values canverted ta S1�T equivalent[Moci Cal*.55}. � Professivnal Service Industries, fnc. PRv.��cT No.: o��s�s�� ���j 633Q Gateway Dri�e,Suite B PRQJECT: Jared Temecula � �� Cypress,�A 9053� LOCATIDAI: 44825 Wincnester Rd. Telep�one: �7�4}484-850D Tern�ula,cA 1'he stratification lines represent approximate houndaries. The transifion may be graduaL 5heet � Of 'I � DAT�STARF��: �112a195 DI�L�COMPANY: �5�,�n�. B�RI NG B4 DAT�CDMQL�7'ED: '�1120l15 �RII.l.�R:_ Andy LQGG�a BY:Luan Nguyen CDMPLET'IDN DEPTH 'i 9,5 ft DRILL RIG: L 9 d T � � � B�NCHMARI{: NIA DRIlI.ING M�THaO: Hfl11aw Stern Auger � 1 EI.EVATION: NIA SAMPLING ME7FiOD: Mod Cal � � � �A71TU0�: 33.52T329' HAMMER TYP�: Aufomatic BORING L�CATION: LONGlTL1D�: -'I 17.'f 57217° EFFICIENCY NIA STATION: NIA OFFSET: NIA REVtEW�a BY: N.Sathi Satnia[in am REMARKS: srwvnw�o PEN�Ra�rioN ,� � fl 7�57�ATA � � �'+ �, p � � o N in blow5l�t 0 � X Molsture � P�' p � � wT � � MATERfAL�ESCR�PTI�N � � ,� ��. Additiona] � o � � � � � � o � Rerr�arics � w � � � STREiVG7H,tsf ■ Qu � .4p d o 2n a.n . 4"ASPHA�T Clayey SANO,brown and dark grey,maist, '�0 X 00=125 pCf �Z medium dense,fine to medium sand,law �N 20 ° plasti�9y SC �� ❑�=111 pcf 12 9-�2-14 Q N='[B � •••. Weli graded SAND,brQwn,moist,medium r� ^' �� DD=1'13 pof '-'�'• 12 dense,fine ta ooarse sand 9-15-26 0 :•:•:• .. .. N=2T .•.•. . . .• .•.•.• .•.•.- •'•'•' SW .•.•.• �... . . .•. •.•.'. 1� �•'•�• 5 QQ=103 pcf •.•.•. � �•�•�' �2 8-13-19 a '�•�•� N=2� Boring Termina#ed at appro�mately'11.5'. Na groundwater er�countered. 6oring was bacicfilled wifh soiE c�ttings and pat�hed wifh asphalt. Mod Cal sampler N va[ues converfed to 5P7 equivalent(Mod Ca1'".65}. .. • , � Prafessional 5�rvice fndustries, [nc. ��o��CT NO.: Q559167'! ��� 6330 Gateway Drive,5�aita Q �Ro��c�: _ Jareti Temecula � �� Cypress,CA 90630 I.00AT[ON: 4D825 Winchester Rd. Telephane: [7�4)4aa-�60� Temecula,�A 'The sfratifica#ion lines represent appraximate boundar�es. 'ihe transifion may�e graduQi. . 5heet � af 'I DATE START'�0: ���za»� �RILL CQMPANY: �si,i��. g(]R�NC� B5 - aAT�C�MPLE1'E0: i 112�115 �RILLER: Anciy LOGG��BY:�uan Nguyen COMPlE710N O�PTH 26.5 ft []RIl.L.R1G: L�Q T y � � B�NC�iMARK: , NIA �RI�LING METH�D: Hollow Sfem Au er � � �l.EVAT[ON: N1A SAMPLING MEfH00: M�d Cal SPT LATiTUO�: • � 33.527329° HAMMER 7YA�: Aufomafic 6�R[NG LQCA'fION: L�NGI�I]�Er • � .-1'�T.15TZ�7� �F�ICI�NCY NIA STATiON: NIA, .. � OFFSEf: NIA REVf�WEO BY: N.5athi 5athialingarn REMARFCS: � STIWI]ARD PENETFtA71�N � in o TEST I]ATA � � r�n � o � � , N In blowslN.Q p PL o � � m� � � � MATERIA�DESCRIPTI�N � � x �'�°�sfure ,�, �� Additional '� O � � � o � o o z5 � R e m a r k s � � � � � STRENGTH,tsf � � ■ QU 3� Qp � a zn a.a C[ayey SAND,brown,moist,laose,fine to � medium sand,plant roof5 �� x �a-9$pcf 1� 5-5-fi o 5C N=8 . ' Becomes very�oose 5 I]�=105 pcf 12 4-3-4 � • N�� � Paarly G'raded SANO witi�Clay,brown,mQiSt, '� aQ=�D4 pof 12 very loase,fine to medium sand 2-3-4 0 N=4 SP-SC �� •;•;•; Well Graded SANa,gre�,maist,medium r�' — 2 oa��04 pcf ;•;•;• '�2 dense,fine to c:oarse sand $-9-9 � .. . •.*.* N='I� . . .• .•.•.• '•'•'•' SW ... .�.�.� .�.�.� . . . .•.•.• , . . . ... . . . 15 P'oorly Graded SAND,�rawr�,maist,]oose,fne � �� 1� fo medium sand 3-4-6 0 :�' N=1� :r' SP :; �� ��..�; We11 Grarled SANI],grey,moisf,loose,fine ta � � ��-��6�t ' '�' '�� coarse sand 5-6-7 � , �.�.�. � •'•'•' N=8 .•.•• . ..•. .�.�.� . . . .•.•.• . . . 5W.�.�.� .. . . . . ... .•.•.• 25 '�'�'� 11 .�.�... . . . Becomes medium dense ;•:•:• �2 9-13-�a o ••• • � N=28 8oring Terminate�f at appra�amately�6.5'. No groundwater encountererl. Boring was baakfilfed with soil cuttir�gs and patched with asphalf. Mod Cal sampler N values converted tv SPT equivalenf(Mvd CaE*,55}, � P!'�fE551011aI Sel'VICe IClC�l1S�CI�S, Ii1C. PROJECT NO.: 055915Ti � ,���� 633�Gateway Drive, 5uit�B A�ta.JECT: Jared Temecula � �� Cypress,CA 9QB30 �.ocAT[aN: �fl825 Winchester Rd. Telephone: {714)484-SE�O Ternecu�a,cA The straf�ficatio�lines represent 2ppr��amate boundaries. Th�transition may be gradual. SheBf 1 of 1 �ATE STARTEO: 1'I1�d115 DRI�.L CDMPANY: PSI,�n�. g��l NG Bfi DAT�COMPLE7ED: 1�12�115 DRIlL�R: And� LOGG�O BY:Luan Nguyen C�MPLETI�IJ I]EP7H 26.5 ft �RILL R1G: L'[D T � � � � BENCHMAR�C: N1A I]R1LLING MEfHDD: __Hollow Stem Auger __ � � ELEVATI�N: NIA SAMP�ING CtiflETH�D: Mod Cal,5PT LAZiTUDE: 33.521329' HAMMER TYPE: Autamafic �� BOFZING LOCATION: L�NG!"CL10E: -117.�5724 7° EFF[CIENCY IVIA STATIDN: N!A CFFSET: N!A REVIE'�N�U BY: N.5athi 5athialin,qam R�MARKS; �� � ' STAN[7AR0 PENEfRATIQN ... sn o 7ES1'I]A7A � � o �, n � � p iV in blowslft O " .'�-q7. J }"T Z � '� m X Maisture � ��' � � � � MATERIA�.DESCRIPTI�N y ❑ ,� ;� � �. � ,� f LL Additional �n � � � E � v y o � Remarks � p � N � � � � � � S7RENGT�I,ts# ■ Qu 31E �p 0 2g 4,0 � Poorly Graded SAND witi�C3ay,brawn,mais#, _ medium dense,�ne to medium sand �4 pI]=11B pcf �2 5-9-94 0 N=15 � '�7 DD=19�pcf 12 9»13-2Q o N�21 � SC '13 DQ�118 pcf �2 6-�3-21 � N=22 . ' �� •::: W�l�Graded SAHD,bro�ruri,maist,mediurnW'r � � C70=1�8 p�f ' . . - ;•�..• Z2 dense,fine to coarse sand � . 8-8-9 0 � � + • � .. . ..• N=�� .•.•.• �... . . . .•. .•.•.•. ... .•.•.• .•.•.• .•.•.• .�... . ..•. �5 '•'•' 7 . . .• '�'�'� �2 .•.•.• 5-5-fi •�•�•� N=12 .•.•.• ... . .. . .•. . .�.�.� .•.•.•. •.•.•. 5W . •.•.•. .�.�.. . . . zv •.,.,. •'•'•' � on=�os pcf .•.•.• .•.•.• 12 7-92-'I�4 0 .•.•.• �•.• • N�1 T . .•. .�.�.� .•.•.•. ... .•,•.• .•.•.• . . . , .•. . . . . . . . .. 25 • • • g .�.�.. . . . ... �� 5-7-'i Q fl .�.�., • • • N�17 f3oring Terminated at appro�aimately 26.5'. No groundwater encau�tered. Boring was backfilled with sofi�c�ftfnc�s and � patched with asphalt. � Mocl Cal sampler I�J values conver#,ed to S�T � equi�ialent[Flioci Cal w.65}. � P��fessiona!ServiGE Ir�dustries, Inc. R�o��cT No.: o�s9�s7� ��� fi330 Gateway Drive,Suite B �Ro,��c-r: Jared TemeGula � �� C]1�7CB5S, CA 90630 LOCATION: 4a825 Win�hester Rd. Telephone: �7�4}484-$sao Teme�ula,cA . 'I'he strafiFicafian lines represent apprp:cimate bvundaries. The transition may be g�adual. Sheef 1 of 1 � � APPENa�X B -- LAB�RATaRY TEST DATA � � � � � �� .�,�� r�������� . �I�� �� Moisture Content and � �,� " In Piace ❑ensity hy Ori�e Cylinder � , � ���a������� (RSTM D22'�S, D�937} �'1��'�ri�"�t"�I�g � �:Li��1��l�� + �"����� Pro;ect Name J�red Temecuia Rroject Number I671 Laboratory Number J,D Date Test�d 1�14115 Sample Des�ription � oring um er SI ' ;' ;B1 ' ;; B_1' ' ' B1 '' ' ' B1 ' am e e # p p 1 3 ; S ' '" ��, 15' ' Notes: �O�I�.�T�IJsRE�G�QN�TEN7` ��� �� � � ..��ss����. � � �� ��� .# ������ .. .� ��������..rc����������.. . ��� ��� � Tare[9) [a] "' 95:0 ;' ;; ;97:7 ' ' ''':' 94:4 ' '97.7 , :;gT.�. Wet Wei h�+Tare g} [b] ry eig t+Tare �c] , ,�43:7 '' 15�:1 'IS9.4 ':157:'�;; � ' ; 1dI:S 1Nei ht af Water gj [d�b-�] 8.a 7.6 3.8 3.1 2.1 Vlleight of Q Sampl�[g [e�c-a] 48.7 52.4 65.D 59.4 69.6 Moisture Content °Io f= dle *'�Oflj '�fi.4 '14.5 5.8 5.2 3.0 � DoEN51�.n, b�� ��. _�����' ��� � g �',.���u ��.���� � �` ` , � �� .��F �.. ��� ������� 4 � ����� ��� �,� ��, Weiqht af Sam fe+ Rin ' ;' ���Q�:4 , 1;228:1 ' 1,2I9�0 ' ; �;11D:9 ' , ;' .. um er o Ftin s� � � 6:4 ; ; '' 6:� ; ':d:� '' 6:� � ; :: Weight of Ring g ���� [91 , ; . ,t. • 44.4 ;' ' 44:0' '' ' '44:Q ; 44:� ' ; �44:� � Wei�ht of SamNl�[g] [F�-f-g] 942.4 9d4.1 955.0 845.9 - Di�me#er of Ring{inj � �. . . 2,4 ; 2:4 ; ' ' 2:4 ' 2;4" ' 2:4 ;; Area of Rin in^2 - [A] 4.S 4.5 4.5 4.5 � , eig t❑ t e ampie in ' [i� ; �.fl ' ; :1:� ; l.p 1�0 1:4 1Net D�nsit of Sample [pcf� [j=�h*3.89ff[A*�}] I32.3 135.3 134.0 118.9 0 Densi c k='1 'f+f1'I QD 1'13.fi '118.2 '12fi.fi '�13.0 6aring Number ' B�'' ' B'I ;; ' ' S2 B2 ' ' : 'S2 ' ; ample Depth ft} ; ' 2Q' 25 ' i N�fes: M�]�15T�f.R`E��a�NT�:NT�'����������� � �����������.������ �R�� , �� ������� ...� � .�����'������.�f � °� �� .. , � . ° Tare g �a] ; :, ,;57:7' '' ' 64:3 ;':: ' ; ; 59:9 ; ; 5'2:4' ' ; � ' ;94:4 et ei t+Tare h ;:; ;'1�9:3 ' I03:4 ;: 'i27:4 ' ' ' 118:� �29.6 D Wei ht+Tare c] l a5:3 ' � i�1d:3 ' 1�9:1 11�:7' ' 125:5 � Wei ht vf 1Nafer•{g) [d-b-�] 4.Q 3.1 8.3 7.4 4.Z Vlle�ghf��Dry Sample[g� [e=c-a] 37.6 35.4 59.� 53.3 3�.I Mvisture Conten# °/o jf=[dle *'I fl0] 10.fi 8.6 �I�.� �I 3.9 'I 3.2 � �.��� ..��� ��� � � ��������������������������`����s���� ;��,��� ��� . a��������, ��� ��.g���� �_..� . . �� � ��.E�i1Sl��� q,�` e� @�� � . .. Weight vf Sam !e+ Rin • - p J �� I�1 ; 1';1$7.4 ; ; ' ; 1,237:1 ; ; I,243:4 ;1;�91:8 Numher o�Rings '; 6.� ;;'; � ' d�0' ' 6.4 ' ;'.: ' ' ' 6:0 Wei� ht�f Rin � � � . 44.0 , 44:4 ' 44:� 44:0 ' '4'4.0 Wei�ht af Sample h=f- ]• • 9z3.4 973.I 979.4 927.8 , ❑iameter�of Rin in} � ,, �.4 "; ' 2:4 ; 2.4 '2.4 2:4 . Area af Ring {in^2} [A] 4.5 4.5 4.5 4.5 e�g t o the Samp[e in [i] ; ' �:� 1:� , ; 1.4' 1:Q ' �•�. Wet Density of Sample[pcf} [j={h*3.8�]1{A*iy] 129.d 136.5 137.5 130.2 Ory O�nsity pcf� [k jl '�+f1'100 ] 'I'I1.2 'I'19.8 "l20.7 'I'f5.'I � �� �� �������� � � ���� „� Moisture Content and �� " In Place Densit h Dri►►e C �inder ���������� Y Y Y �ASTM 022'�fi, 02937} �"�n��`x��e�'�r� +� ��?���1�ti►�� � T�eS#�Ir,� Pro'ect Name Jared Temecula Pro'ect Number 1d71 Lahoratory Number .T,D Date Tested I2I411S 5ample Descriptian orin Number ; ; B2 ; ';; ' B2 ' ' ' S2 ' ' ' ' B2 ;' ; 'B2; ; amp e ep 1�' ' 'i5 : 20 ; '25; ' ' ' 3�; ,' Notes: & 3�. . ..... .. ...... MD�IST�UaRE��C��NTE�:T `. , �'� �°,:: ���� �° . . �� �� .. � ����� �b� �� .. � � _ ��,�.: � �e...� � � Tare � � [a] ,, , :97:7; ' ' ; ;' 29:d ' ' ;, 65:5' ' ; 'S'43; , ' ' ;;'58:2 Wet Wei h#+Tare g� b ; ; '149:3 , ,' '' "71:9 ''' I29:3 122:1 : '' I38:2: Dry Weight+Tare� � C�l ;; ; 145:b ''' ?�:5 , 123�3 ' ; I18�a ' ; 13S'.i: 1Nei ht of Water [d=b-c] 3.7 1.4 6.0 4.1 3.1 Wei ht of Dry Sample tg e=c-a] 47.9 44.9 57.8 53.7 76.9 Moisture Cantent °/o ' f� dle *'i�Q 7.7 � 3.4 '10.4 7.fi 4.D p�EN51,�.TY ������� ;����������� ����� � ���� ���,���� �������� � ���`� �����.�:����. ,n�,� �.n�F��,�� � .�°����� ����� ei t o ample+Rin ,' ;1;433�9 ' ' ;'1;I87:4 " ' ; �;44d:�, ' 6:0 ;; ; d.� 6:a ' ;6:Q ' um er at Rings , , . eEg v En9 9 l 44�:4 ' '44:0 44:� ;44:0 44:� We'rgh�of Sampfe{gj [h�f- ] 7d9.9 923.4 776.1 . , iame er o Eng in � 2:4� ' ; , ,; ,,2:4 ' ��4 ' ' ' 2:4 ;;';'; 2�4 Area of Ring (in"2) A 4.S 4.5 4.5 � Height of the Sample�inj [i] 1�Q' 1:� ; ; ; I.� ; ; ::;z:a' ' 1:D: Wet Densit of Sample �pcf} [j=�h*3.81)I�A*i}] �08.1 129.5 1aS.9 0 Densit c k='1 1+f1'�00 1 U�.3 1'[7.4 'IU4.? ; oring hiumber B2 ; B2 ' B2 , ' B2 ; � amp e Depth 35' ' 40 ' '45" : 5� ; ' , Nvtes: M��[ST�Ui�E�CL�aNTEN�T�����,�-,'�&��'��� � .���.�� $ 8� � F��� ���� .�� ��,8 � �. ��� ,, � „ , are g [a] ' ',94:9 ; ' ' S7:8: ; ; ; � 29:8 3D:I' , ; et Wei ht+Tare b ' ''i31.9 , '135;9 ' ' ;;I'10:4 ' ' '72:4' ' . D Wei ht+Tare g c �?S.fi ' ' 117:1 ' ;94:8 G2�1 Weig ht of Water ), �d=b-c� d.3 18.8 15.6 1�.3 Wei ht of Dry 5ample �e=c-a� 30.7 59.3 65.a 32.4 Moisture Content[°/a� [f� �ile}*�I D�] 2�.5 3'I.7 24.0 32.2 � gu ��������.."� .� �� ������� ��R �_&������.. ��������������' ������ ���������'������ � ��� ��` a �� �����'s= �x,��� ; D:E;�S I�� .�� R��€. _. Wei h�of Sam [e+ Rin p Lfl 1;138.I , ; 1;�96:4 ;: Number af Rings . Wei ht af Ri n ' �4.� 44:0 ;; ' 44.ti 44:4 ; 44.D Wei ht of Sample �h�f- 874.1 $32.4 �ame er o . in [n 2.4 2.4 ' ',2:4 2:4 2:4 Area vf Ring in"� [A] 4.5 4.5 ei ht of the Sam !e in ;; 1.Q ;1:� �:d ' 1:4 1:a. 9 p � Wet Density of Sample{pcfy [�=[h*3.8�f f![A*i]] 122.7 116.8 � ❑ry Densi�y pc [k�j! 'l+tt'I UD ] 93.2 88.4 � �'� .��������� �� � Mvisture Conten#and � � R In Place D � ����������,,� ens�ty by!]rc�e Gyl�nder �ASTM D22'!fi, D293?j �`�f����'e�''�t�t' +► C+t��r��1►�L'�'�r� � '�"+e:�#.��r�r Proje�t Name 3ared Temecula Project Number I571 Laboratory N�smher J,D Da#e Tested 1214115 Sample Descriptivn Boring Numher ; 83 ' B3 , ;S3; '': ' B3;' ' ; ,;> amp e E]ep# t , � ' ;; '3 ' " 'S ' '1Q ; ';' ' Notes: M�DIS.�T�!']RE��C�t�]NTENT����,�������...n �� � , ������������,%."������. � ������ ���� ���._����.�F���������������������������������� � � p�._, . .. Tare�9� Ia� 30:� ; ; 29:9 ; 29:9 3�.4 ; Wet Weight+Tare €b] 75':S 72:7 ' ' 79:$ , 95.4' ' ; ' ' D Wei ht+Tare � ; rY 9 9 �l ; ; ; 71.5 d9:1 ' : 74�6 95:1 , ,,' ; ' ; Weight af Water [d�b-c] 4.3 3.6 5.2 1.3 Wei ht af Dry 5amp�e g [e=c-a] 41.5 39.2 44.7 65.1 Moi�f��re Content °Io t� dle k9 UD '�0.4 9.2 '�'I.fi 2.0 D,�I;��k��.: �2��k Y � ����a'�a1�e:n aF �����I �ie� � �'r�y��a E�:F�a e Y' F' D�i#4a' E�.���� °4 i�t" ��&1 4v��,g�q'��E;4' ��::a� � g� •�(4 ....T�Y�:�aF���� ' ��������x���� � ��� ,���� �����`������;#����������������������'������; ������ r���•:���� � ,����������x 1, 1�Ei ht nf Sam Ie+Rir� g ;1 .9' ; ;; 1;24d:7 1,22I.6 ; 1;023.$; ' ' Number af�tings ;. . , �.4 6:0 . . 5 , � ' 6:a � ; , ,. . � :�� we� ht of RinJ �g� . f9l ;;' ;; ;44:0 '�4:o a�4:a �:a: a�:o , 1Neight vf Sample{gj [h=f- ] 9�G.9 942.7 957.d 759.$ , Diameter of Ring in 2:4 2:4 ' 2:4 , � , 2:4 ; , 2:4 . � Area vf Ring �in^2� [A] 4.5 4.5 4.5 4.5 Height af the Sample{in i] I�4 ' l:a ' I.0 ': ' I:0 � ' '1�4 Wet❑ensi vf Sam le (pcf] �j-�h*3.8��1�A*i}] 13�.I I32.3 134.4 IQ6.6 D Densit c k='11+f1'��0 � �'17.9 '12'I.2 12a.4 '144.fi •. ., ❑ring umber • B4 ' ' B4 B4 'B4 � . . Sampfe Dep�h �f#} , � ; ; ' 3 ' : ` 5 : 10 , ;' Notes: , 0 5s U�RE�C��T�NT �� �` �� ,S ���:. ���` � . . ,. y " . . . � . x � °�i`� •�y� •y 1 F [ � . ( �p � , e I � ss ,..;H..�........a...,,�......µ§...,;....�..s..C......:..,..E.� � , �Y a��.„w � � , ,. � Y3�3 �e ..9; . .i6�S?.. ?S �,a:'. 3;YS i � � .��.e,,,�1'.�.a .. .. . �. . .,,< . Tare [a] 29:6 ' '; ' 3�.0 29.8 , 30:a ' e# ei ht+Tare h ; 78;3 ; ;,G5.1 96:2 79:� ` , ,'' ' ei + are c 73.8 51:2 ,9�:4 7d;9 ; Weight of Water g �d=b-c�� - 4.5 4.9 5.8 2.1 Wei ht vf[3ry Sample�g [e=c-a� 44.2 � 31.2 dD.6 46.9 Moistur.e Content{°/o� [�(dle�*'i QUj - 10.2 'I5.7' 9.fi 4.5 DElY S�=�� s �s�q3 x� @ � ; �$ ��eg�g �:�iz� zjyy���.i��r't ����.��"�� ��'S��35���'���,�Z'?3'��. g5��gs` ss ;��ay��;$P�S�iro:'°�Sa ;x"����€��S �r..�i"�eyi�x...����;��5� °�'� '1 �{g'd y•�,+� ¢� � , � ..:....r.�R�..s...�...�...4�e e x . `.� .b+�...� :�.Sn�n.¢.��...��Oe�.Y.�fr3�e����LHC2�azIu .:�5.:�4x�.'.�.qe�x3��:�¢'.�.-�.y��.:���:Sfil�sR�e��Y"s�39e$S�s:'F��v���..: i �ik'"t�.��.�i��1�����19F�$.��E��s.4J�e4.�45 .�'.�.�`��,'�Y..��°���Sxt��`.4�I��imiewl I Weight of Sample+ Rirj �9� Cfl - 1;�41:8 ; i;182.� ; i,148.0 ; 1;�3I:7 : umber vf Rings . . ;: 6.4' ;' ' ; '6:Q ' :; d:fl ; ' ' b�� � ' ei #af Rin ' ' ; ;44:� ' ' 44:Q ' 44:� 44:D' 44:�. Wei ht of 5amp[e h�f- 977.8 9I8.Q 884.� 767.7 iame er o in in z;4' ' 2:4 ; 2:4 �:4 2�4 Area of Rin �in^2� [A 4.S 4.5 � 4.5 4.5 elg t o the Sample in� [i� ; ��� l:a i.D 1:U 1.� Wet Density af Sample(pcf� [j=�h*3.81j1[A*ij� 137.2 I28,9 124.1 1�7.$ � Dry Density[p�f� [k j1 'l+ft'I OD}] 124.5 'I�11.4 'I 13.� 103.'I � ���� -��,���"������ Mvisture Cvntent and � �� ' In P[ace Densit b ❑ri►►e C Iinder ���������� Y Y Y ��l�x��Gi�n�` � �'D,f���l►�`�`�'l�g +� ,r��i#�t�,� {ASTM D22'I fi, D2937} Praject Name ]ared Temecula Prvject Number 1d71 Laborato N umber J,D aate Tested 12I41�5 � 5amp[e Description arin Number : ;:;; B5 ' ': "' ' B5 ";' ' 'S5 ' 'BS . 'B5 ' amp e ep ' ;;1 ' 3';': ' ; ; 5: 10 ; ; ; ';1;5,,, ; Notes: M�aw1S�l1RE�;CONTEN�T� .������ � ��� r����� .� .4.� ���� ��������� � . � .�� ��� �.. ��. � .�� �g ��: �� � Tare [a] 3q;� 9:1:9 ' 97:7 ' 3Q:�; , 29:9. e� ei ht+Tare g [b] • ; ' $4:2: ' i49:4 ' 153:'1 ;88:9 ; : ; 76:8 ry ei + are g c ' 79:5 ' 146:5 ' ' '151.'� ' ' 87:8 ' 72:5 Weight of 1Nater{g} [d�b-c� 4.7 2.9 2.� 1.1 4.3 Weight of D Sample g� [e�c-a] 49.5 54.6 54.0 57.8 42.d Mvisture Con#enE °/o f= dle*100 9.5 5.3 3.7 '1.9 '[U.'I DE:l�S1�T�Y� �g � ��� ; � � �� ��, ������ " . °, �� �� ��-� � ���; �' � � � , ; Wei ht of Sam le+Rin ' ', ; :3' ;1;049;9 ' ;' ' 1;�3S.f 1:,4ZQ.0 Number of R. , ;, , , , ; :.. in s ;;;;; ; 'd.4 '; ; ;; ; 6�Q d:4 6.� � � ;�;,; Weight vf Ring (9 ] 44:4 ; ;; '44:D '' 44:Q ; 44:a ;;';;': �44;:a= Weight of Sample g [h=f-g] 76d.3 785.9 771.d 75d.� Diame#er of Ring in ,; ;2�4 ;,; 2.4 ' �;; 2:4 2:4 ; 2.�4 � Area af Ring [in^� [Aj 4.5 4.5 4.5 4.5 ei ht of the Sample �n �i] 1:0 ' ',1�a I:Q I:0 ' '�.4: Wet Densi of 5ample [pcfy [j��h*3.81)1�A*i}] 147.6 1�d.3 Ifl8.3 1a6.1 D Densit p� k='! 'I+f!'I�D 98.2 �I 04.7 '1�4.4 '�Q4.1 orin um er ; BS ";;; ;. SS'' ' ;: ' ' � , •' amp e epfh z�, '' ';' ; Zg':;;;' '' ' ' ', ; ' ' ''; ' Notes: �,. , .. �IA�i$TU,RE CONTE�,T`�_ �������� ��������,�����$ ������ � _'�a������ri������������������ ;�`��������� �p �' �� 5 ...,.� .. . . �, .. .,..�5.��� li ...P4k �E.�. .�i����� 8 �.< �F-,n � Tare ja� 34:� ' 30:;1 e ei + are � 94.T , 11�:2 ,. D Wei ht+Tare c] ' 98:5 �a2:4 W�ight vf Water g �d=h-c� 1.6 7.8 Wei hE vf Dry Samp[e g [e=c-a] d2.5 72.3 Moisture ConEen#[°Io} [f� dle*'I QOJ 2.fi '��.8 . DE N51���; � �� ���R x� �������•���� � �#��' ��M.���������.�re � . .���� x �� �°° ��� �����g�� •� � � � � �� � ES ..:.., v xi ��� .�������o.� .....�f s�6�� g�.�s�h 6�b199��Fti 1&° .x...v. ... . . . . . . .. . ........ . ... . .. . .. . er o am e+Rin p J 9 i,435;Z ' , , ; ' ' ' ;; ; ; ;. . um er a ings ; G,� , Wei ht of Ri n [ � 44.4 ; 44.� ;44.Q ' 44:Q' �4.� Wei h�af Sample h=f- ] 772.2 Diameter of Ri n i n , 2:4 ; 2.4� ; 2:4 , 2.4 2.4 Area of Rin in"2j [A] 4.5 eig o e amp� in i : 1:0; ' �.0 ' I:0 ,1:4 1�D. Wet Density af Sam�ale�pcfy [j=(h*3.81)I[A*iy] 1 a8.4 � Dry Density p� �k=�i��+fl�oo}� �o�.� , '� .�� ���.�'��+�� ��� � Moisture Content and � " !n Place ❑ensit b Ori�e C !in r �' ��� ���.������� Y Y Y de �`t��"ir!'�+�e�`+r"17��' w CD1i��i►�`�'�lt�� T,��#�1�,� {ASTM D22�6, ❑Z937j Project Name rared Temecula Project Numher �571 Lahorato Numher J,D Date Tested 1214124I5 5ampie Descri tivn oring urn er amp e ept I '3 5 ; la ''; ;� ; ' I5; Nvtes: !V�0�,5�TU RE:�C�QSM��".�:N�_o..�.� �..������� � �m�������� �����ffi `��� ���� . . ���� : �� ����������. _��� ���� 9 ��� .�������� ����x'� � Tare g [a] ' 29.8 ;; ; 30';� '; Z�:B ; 3Q�� ; 29.7. Wet Wei ht+Tare b ; ;; ; 89.5 ' ' 13I:a ' 'S$:7' ' :81'U ' ;121;2 � e� + are c 82:4_ ' 1�6:3 ;' 81:8 ' 76:9 115.6 � Wei h#af Water d�b-c] � 7.1 14,7 6.9 4.1 5.6 Weight of Dry Sampfe ) [e=c-a] 52.6 86.3 52.4 4d.9 85.9 Mvisture Conten� °Io [f� dle}*�QQ] 'I3.5 'I7.Q 'i 3.3 8.7' fi.5 .D�MS I�T�Y� � �� ���.������� ������� � �'���, ��.���#��x ���� � ____� ����� � ����_. R.u�����������-�� ������...%.����`� Vllei ht.ot Samp�e+Rin9 J� Cfl ' :' I;201:G I';I79;4 � 1';�I8.8 1;a97:Z um er o Rin s. , . 6.4 G:Q ''' d:0 . '" ;6:4 ' " '6:0 1Neight of Ring CJl < 44:0 �� ' 44:� ; , ,' '44:�' ' 44:�' 44.Q. Wei ht of Sam le � h=f- 937.d 9iS.4 954.8 833.2 ; Diameter af Rin in 2.4 ' � 2.4 ; �.4 ; : : : ;�;2:4 ;,,,.' ,;; 2:4. � Area of Rin in"2 A 4.5 4.5 4.5 4.5 ei v e amp e �n i ; ; 1'�p ' ';" ' '1:0 ' ''1:0 ,,. ' : T:a ; ' �:4: ' Wet Densi# of Sample(pcf� [j=�h*3.81yf�A*�y] I3I.6 � 128.5 134.0 l I7.a Dry Densit (pcf� [k j! 1+f1'100 �� 'i 1 fi.0 �109.8 118.3 1�7.fi �rin Numher ': B6 ' 'BG ; , ,• � amp e ep Notes: MDIST[JRE;CQNTENT:--� --�;� � << � � � � �. ,.� , _ � ���&,�� &��� �� � _ �����x: ._�.#�.a_�..�..�. . .���.&.�� �.����# � �� � ���������� .��.. �����������. ����� �� . ����������������������������� _ ����� �������', ����, are a ; 3D,1;, ,, , 3a:a; ; ' ' ` ' . , ;; '; ; ; ; et e� ht+Tare[g} [b] ' 99,8' : ; ; 97:5 , [] Wei hf+Tare ; , ry g c 98:3; ; ; 93,:6 ; ; � ; ;; ;,; ; Weight of Water g [d=b-c] � 1.5 3.9 VYei ht af Ory Sample�g) �e=c-a� 68.2 63.G Moisture Content °Ia f� d1e*�100� 2.2 fi.1 • I�' � °"E��."F'S&!9 '4. . .. ..E�. � ,, �. . F �,.�. �, .� ..�.. � .�... ��..� . .. .�s s�1 o,EN51�� . � �_ �����g ����: � ����. ����`����� ��� .- �;���������� _ ..� �������� � �������� ���. ��� � .��� � ei t o am le+ Rin 1;a34:6, ' ' ' ; ; I o in s , , Wei ht of Rin , 9 9 J �9� ': 44.�; ', ' ; 44:4 ' ' ;'44:fl ' 44:� ' ' 44:0 1Nei ht of Sample g� [h�f- � 7G6.G • . Eameter v Ri ng in ; ' '' 2:4 ;' . : : 2.4 ; '_ ;;; ' 2:4 ; , ' ; ' 2:4' ' ' : �.4 Area of Ring [in"2} � [A] 4.S e� a e amp e in [i] I.� • 1:� - 1:� '; ;; '1.0 l;a,. Wet Densit af Sam le(�cf� �j��h*3.81}f�A*i�] 107.6 � D Densi c k="1 1+f!'100 1 D5.3 ,� • � �,��� .Informat�on Material Finer then No. 2D0 �'�I�� e�'pB������ Sie�e in Mineral Aggregate by Wa� L�nglrtearfr�•Corr�ltJng•Tbsttng {ASTM ❑'I'14fl� ro ect Name Jared Temecula ' Pro'ect Number a ora a um � , Date Tested �1123I2a15 ; , 5am le Desc�-iptio , , 6vrin Number � b2 ' b2 ; ; b2"' am e e t ; ' S 10 45 , Ta re , 134 ' 253:� �54:Z ' ' ; , Wet Wei ht+Tare before Wash ' ''237:6: 357:2 397:9' ' ' '; ' ei t+ are e ore Wash . 22b'�78 349:7 371:8 ' Wei ht of Water 1�.8Z 7.5 26.1 Wei ht ot Dry 5ample 95.78 9d.5 1a7.� ei hE+Tare after Wash ;; ;194:6 ' 34x:9 ' 3�b;1 ; Wei ht of 5am Ie Washed Throu h 5ie�e 3�.18 7.8 dS.7 Passin Nv.2�� Sie�e 33.3°Io 8.'I°Ia fi�[.'I°/o Moisture Content 11.2% 7.8°/0 24.3°/0 orin Number .,, ,, ; , . , ;. Sam !e De th f� ; Tare • . Wet Wei ht+Tare befvre Wash ;., D Wei ht+Tare hefore Wash ; � Wei ht af Water Wei ht of D 5am Ie D Wei ht+Tar�after 1Nash ; ,; Wei ht of Sarin le Washed Throu h 5ie�e Passin No.2�0 Sie�e Moisture Content vr�n um er , am e ept , , are . et ei ht+Tare before Wash �: ; ei ht+Tare befvre Wash , Wei ht af Water Wei ht af D 5ample e� t+ are a er as Wei ht of S3mp�e Vflashed Throu h 5ie�� Pas�ing Na.200 Sfe�e • Eilaisfure Content � . _ �.�,..-��� �..--: .,.�.,. � WASH #��� S[EVE � ASTM ❑ 114� � Job Name PSI#�5591674 Date 12-7 Joh No. zoos-o�s � . � , . . gy LD 5ample B-2�35' Sample Sample Soil T e 5oil T e 5oil T e °Io water 3�.3 °Ia water °Io water Wet wei ht 149.� Wet wei ht Vllet wei ht ❑ wei ht 114.4 D wei ht ❑ wei ht . +2D0 sie�e 21.3 +2QQ sie�e +2Q0 sieve °IQ Retained 18.5 °Ia Retained °Io Retained °/aPass.#�o0 81 °IoPass. #20D � °/oPass.#200 Sample Sample Sample Soil T e Soil T e Svil T e °Ia wate r °/o wate r °Io wate r Wet wei ht Wet wei �t Wet wei ht ❑ wei f�t D wei ht D wei ht +200�ie�e +2��sie�e +200 sie�e � °Io Retained °Io Retained °Ifl Retained °/oPass.#2�0 °IoPass.#200 °IoPass.#2a� Sample Sample Sample 5ail T e 5oi�T e 5oil T e °/o water °Io wate r °Ia wate r Wet wei ht Vllet wei nt Wet wei ht ❑ wei ht D wei ht D wei ht +��0 sieve +2a�s�e�e +2Q0 sie�e °/o Retained °Io Retained °Io Retained %P8S5.#'2Q� %PaSS.#2�0 %Pa55.��0 Samp�e Sample � Sampte Soil T e Soii T e 5ail T e °Io water °Io wate r °Io wate r Wet wei ht Vllet wei ht V1let wei ht D wei ht D wei �t D wei ht +2D0 s�e�� +20d sie�e +�oa S���e °Io Retained °Ia Retained °/o Retained �• Q n p o /oPass.#20� /o ass.#�00 /oPass.#��� � Geo;Log�c � PLASTI�ITY lNDE��ASTN'I D4378 so "A"fine � aQ � CH �o � �B-2 �a 35' � � �o �, �o .� N c� a �H and H �4 �a � CL-A�L i,AL an OL � v A 1Q 20 30 40 50 60 70 84 9Q 1�0 L�q;�id Lim1# Sample Depth LL PL P[ USCS Material Descrip#ion B-2�a 35' 73 22 51 CH , Joh Namz: PSI#�559167i Date: 12-7-15 Job Na.: 2�08-025 � ��Qi Log i� �IRECT SHEAR TEST -ASTM D�3�8D P51#OSS99671 Job Na.2a�8-�F6 Jared s Temecula ■ peak shear s�rength ■ st�ength at 114" displacement � �aaa 4500 4000 35�0 r-. �- u�3DOD � � � a] � �5U� � � CI) _ � [6 � - - .QOD� Cn � 150U ' � 1006 � 5ov a � o �oo �aoa �5oa 20�0 2�aa 3aoa s�oa �vvv 4�aa ��na Normal Pr�ssure �psf} 5�rain Rate: D.0084 in. 1 min. m I T�,,,�� D �ri fi n Dry_Densi#X��cf� Ini�iai NV.C�°/o] Final IIV.C. �°/o� B-513A �ndisturbed Silty Sand 147.� 7.� 2�,� & Saturafed Normal Pressure [as�� Peak Shear,Sfirength �psf� Ulfimate Shear Sfrength {ps�� '�004 820 a�,7 0.�95D" 7'00 30�� � 2D2D a� 0.2405" '1990 ���� 3440 a[,7 D.�95�" 337� � C = � ps� C = � ps�F �� 3�deg. �= 34 deg, �� Date: �0-�7-15 GeaLogic Assvc�ates P5�#05599679 Job Na.20o$-o2s DIRECT SHEAR TEST -ASTM D-3D$0 ,�ared's, �emecu�a • peak shear strength • strength at 'I14" displacement 5000 � _ — 45�0 � 40�0 � ��aa , � raooa ' Q. ' .� s � � ��ao - ——i . L ' r�i�+/ - - VJ L � (� - - - �ooa i � '. � ��oa � , — � — � - - — � _ -- — i , . �aao � ' - � —� - -- - J�4 �. - I � � l7 - o �oa �aoo �500 2ooa 2500 3aoa �500 4DQ� �soo 5000 Nvrma[ Pressure �ps�} � S#rain Rate: �.D084 in. l min. rx� le Ty��e .D�scri tivn .Dry_[]ensi�y [pcf�, .In�ti�� W.C. {°I�) Fina� W.C. �°Io,,] B-515A Undisturl�ed Silty��and 1�2.4 7.5 17.7 & 5��urated Narmal Pressure �psf� Peak 5hear Str�ng#h �ps�� UEtimate Shear Strength �,psf� '�D0� 8DD a� 0.fi 900" 790 3�Oa �o�o � o.��oa" 2�4D 5��0 3�J� a�,7 a.�DD�" � 359� � = �0� p�f � � 'i 0� psf ��- 35deg. �� 35 ��g. � . Da�e: �o-o-r�'I 5 � GevLogic Associates P5!#�55996T7 CQN5�L1 DATf alV TEST � �4STM D�435. � ���.�oo$-02s � Boring i Sample No. B-�13A Dep�h: 3.D' Date 1�-0��'i5 ° o. s . . . . s 1 . 2 � � � Nat�ral ��� . 0 5ubmerged � � � � .� � . � � 5 - � F.M. Silty 5and Dry Density: ��7.7 pcf f nitial�TUater Content: 7.� °� Final Water Content: 2�.� °�6 H2C? @ 5�� PSF 7 8 9 1Q 1�� � '1 Q� 1�4[3 1�i]Q� � Vertical Pressure {psf} ����vg�c P5!#0559�679 CQNSaLI DATI�N TEST - ASTM D�435 J�►�.�s-02s � Bori ng 1 Sam ple Nv. B-515A Dep�h: 5.0' Date ����3-'�5 a 0 � z � Natural • o Submerged 3 .�'3 � - � — - ' . r �--- -- - - - •� . � � � I � F.M. Silty 5and Dry❑ensity: 1 D2.4 pcfi I nitial 1Nater Content: 7.� °/o Fina�V1later Cor�ten#: 2�.8 °/o �"'�' �"' H2� r�5�a P5F 7 8 � - . I 1Q ��D ���� 1�0� � 1�QDQ(3 � Ilertical Fressure �psf} +G�o-�.a�ic A550CEA7£S � EXPANSIUN IN�EX - ASTII�! D 4829 � P RQJ ECT PSI#05591571 . J�B N�. 2�08�026 5ample B-5� �' -5' By LD Sample By Sta. No. Sta. Na. 5oi[Type 6rown, F.C. Cla e Sand 5oil Type Date Time Dial Reading Wet+Tare 633.1 ❑a�e � ❑ial Reading Wet+Tare 121412�15 18:00 �.3559 Tare 219.8 Tare H2Q Net Wei ht 413.3 Net Wei ht 12/5/2015 9:oa 0.34�6 °Io Water 8.5 °/o Water ��5.4 D Dens. °Io Max °Ia Max V1let+Tare 664.1 � Wet+Tare Tare 219.8 Tare Net Weight 444.3 Net Weight � INDEx 14 1.4°Ia °Io Water �fi.fi INDE7C ° Io Water Sampfe 6y 5ample By Sta. Na. Sta. No. Soil Type 5oil Type y Date Dial Readir�g Wet+Tare Date Dial Reading Wet+Tare Ta�e Tare Net 11Vei ht Net Wei Y�t °Ia VIla#er °Ia W ater D Dens. Dr Dens. °/o Max °/Q Max Wet+Tare We�+Tare Tare Tare � Net�Neig�t Net Weight INDEx °/o Water INDE7C °/o Water �� � Geo;�v�ic �R' VALU E GA 301 Proje�t PSl#0559�fi?1 Job No. 2008-�26 � Sample B-4 C] �'-5' � By: LD Soil Type Brown, F.M. 5and Cla Date 1217J�415 TEST SPFCIMEN A B � Grain 5ize ais#ribution Cvmpactor Air Pressure psi 15U 50 5� 5ieve As Rec�v�. As Tested %pBSS. °/vPa55. Initial Maisture Content °Io 1Q.7 �D,7 10.7 3" Water Added mI Q 2D 35 21i2" Moisture at Con�pactivn °/a 1�.7 12.5 13.9 2" Sample& Mvld WeigY�t gms 3222 3229 31 fi9 1��z" i�0 Mald Weight gms 2�14 2�9� 2096 �" 95 Net Sample Vlleight gms 11�8 1137 1 Q73 314" 9y 5ampte Height in. 2.471 2.5fi 2.�49 �12" 79 Dry Density pcf �22.7 1�9.6 �16.5 318" ?U Pressure Ihs 5580 32G� 205D #4 53 � Exudation Pressure psi 444 �5Q 1 fi3 #8 42 Expansion Dial x O.a001 4'� 25 18 #16 33 Expansion Pressure psf �78 �da 78 #3D 23 Ph at 1 QQ�lbs psi 2fi 58 72 #50 �4 Ph at 2�D��bs psi 52 1�9 137 #10� 9 Displaceinent turns 4.25 4.48 4.59 #�Ofl 7 R'Va�ue � 55 2� 8 � Sand Equi�alent Co rrected 'R'�Ia1 ue 55 21 8 FINAL 'R'VALUE � � By Exudatian Pressure(@ 30d psi}: 27 By Epansion Pressure . 22 TI�� � 5 � � . �eo-l�gic • A S 5 Q C 1 A T E S � � - � PS!#�5591 fi7� SO1L TEST RE5ULT5 Job No.20D8-026 SAMPLE ND.: 6-511 B ` DESCRIPTIDN Clayey Sand ,.' �;,A� S .._�' � �� ! e� .: ..�...�.-� • Initia[Moisture Conten# °/o D Densi cf - NarmaI 5tress_ sf Peak Shear Stress sf � � Ultimate 5hear Stress sf CoY�es�an sf Enterna� Friction A� le de rees� �.: 5�0 •�=�s� �. 3 °.. � Initial D Densi cf lnitial Maisture Canient °Io � Final Moisture Conten# °/o Pressure sf Ex ansion fndex Swel[ °/a � � Resisti�i CTM643 ohm-cm 1200 . _ H CTMfi43 7•2 �_` -�( !�. �µ �e Soluble Sulfate CTM 417 m 284 Chloride Content{CTM 422} (ppm} �98 . g �� { I = � � � Gea�Logi�c � APPEhlDIX � � L�(�U�FACTi�N ANALYSiS . . � � � � :TRiB�[X I:7U]ib[11EA•Rf�N1 W.iK3M1YAAXFFIL}S�,JE1L CA�[�PY.NG CAI�QIW6�Cd'.f)i[1C7:lki,SifRS'kY Y1/H#[iC]Ill�E9145iiCY.SID�E�1EXfl5C{'1�'1A�i1' a�Ai�laQf.�eNA�9kpllap!] 1¢MGpA1�XA>LM 'LTA !.&CiOGF:i �fPAG:Mi.li1[3IC'4`7p%fY�AftED11•PoG4�l:tTlV111I:ILYWII:�C7DN' %�xBCIWARR !iP[ 11� �rr�r ar�:�r .� � P � � �� .'�7 f] ; 4 3""'a -.� ,„.... t � ~kk. w . . � • t � �� � �� ����, i , , _ ;_,.��,.�:�: ._..�,. � � � � � � . � � � �' k � � Lr � g w �""� . '&�� � . C� .,r,,,K?•� j 3 � j �� � � . 3 � �1� � ��'� � r'`�; �. � � ; � ':� �o � �.� �� ,� i � ` F � � „ � i �„� � L xi � ' � � . � i.a""� �O �� r� It? i� ;� .f�l£1� � � � � �'�k$IAt* � � ��� �� � � ��3���$ � � M� ��• � ��� ,,�'� ;�' xg b x� 8ygy 4 / � �4 :C ra��L8. E:�. � ;{��,,,,.� ,p. w I �� S.., .� ��. f ^� � p^ ��..r�. � 4 8 `�$ i' �.�, �� � ` � � , '- �� TN1-����F�4 C'�7`g��� Approximate location af subj ec#site �� SJ C'1' C7 ��S �� �v;� , j' � ,''" �, �� � � � . .��.� � ;�� � y � � . "' �.-. � �o t�'� ��•�:, ,��. .����.� �� �. �� � '' • � �� � �.� �""� �'� ."' �� `� `� C *°�-���r`�` � �� �, � � � � , F Yi � � � , � �]0 `�'� � l ��r�.�4Y "`'y •c]U R�3tiQ;�1����• i �,�,; d . 'tFx, �. �. �� �f �� �.p�, f�rm�p Rasa e�aprrslalyed 6am tl.5.�..5.soxb�min�[vxEE€!s �11.U121i1.L'f'r�QU;r�I?R.1I+�Cl;Lt e�k� � �::: :e�:�: :: xE:�:�i:::::::!4�,�«as�:-:::i�,eA-:::,:,�..�•.�:::::�� �....:vs.-�:.nct...a..w.d..«.«... � r'�() t� Ground•►y7tetdoptl+evnluunfl�feat� P1at�7.2 l3epth to H€starica€1y Hlr�h Ground•Water l.evels Fn[2uatemaryAElu�fal i]epasi�es,Wiurr3eta 7.5•MinuteQaadraiigfe,CatIiomla. �►�r In ormat�'on Ps: , Murrieta 7.5-Minu��Quadrangle PROJECT ��'� ��"o.Bux��n .�2�A j20.i5 Depth to Historic High Graund Water NUMBER: N EngPnee►�Tng■ Consulting■'T�sting Le�els �559'I fi7'I � � PSI,INC. DRAWN fi33�GATEWAY DRIVE,SUIT�e BY: �N HlST�Rl� Hl�H —WAT�R LEVEL CYPRE55, CALIFORNIA . .L.�Q�1���'A�T���[ ��A�.Y��� � � Jar�dl Y�n��.cul� , . Hfl1e �'c�,-�3-� V�Ia�er�epi�h=�ft � Magrnrfua�e�7.7G � �4cceler��ion=�.79�3g �Shear Stress Rafro Fac�or af 5af�fy, �Set#Ierxrenf Sail Descrrptron; ���d � i � 1 5 0(rrr.} �i 0, . i ��Q � � � a. � C7 e�.b ' � �� ��� �� � .. • ��r � . �� . . t�.... �� . �. �� � 2Q' � +� � �� . . G., : o-0� • ��'.. d.Q �7 � ' 4� 3D �' �� � � � ��. �� . C�: �� � �Q. �� . � � �a �?. $�o � " 6� f$��.� � ��. 5�.3.7���.. �. . . CRR GSR fs1� Safuraf�d --� � ,Sfiaclsd Zane has Liguefactrqn;Patenfra( Unsaturaf., �---- �: . � .� xs �� . ;� 6a. m= .�. �� � C .y. CJ . 0. �Q � w 3. � .-� � CiuilTech CQrp�c�.��ar� , D:5�9-'I�T'� Pla#e A�1 �� �ared Store in Teme�ula 6-Z.sum ���**�����*���**�������**����**���*�������*�**���**�������*����*�*�������������*��� ���*������*��������� �IQU�FACTZON ANALYSIS SUMMARY Copyright by Ci�ilTech Software www,ci�iltec�software.com �*�������*����**�������*�����*��*��*��**����*������**���*��*������**�����������*��� ���**�����**�������* Fant: Courier New, Regular, 5ize 8 is re�ommended for this report. . �icensed t❑ , 12/21�Z015 5:48:37 PM xnput File Name: P:�056�1348-xxxx 2015 Prajects�1671 �areds Temecula�Jared Store in Temecula B-2.1iq Title: Jared Temecula � subtit��: es5g-16�1 5urface Ele�,= Ho1e No.=6-2 Depth of Hole� 50.00 ft water Ta�le during Earthquake� 5.00 ft '�, Water Table during In-5xtu Testing= 60.00 ft Max. Acceleration= 0.79 g Earthquake Magr�itude= 7.16 znput Data: , Surface E7.e�.� Hole Na.=B-2 Depth of Hole=50.00 ft Water Table during Earthquake= 5.00 ft Water Table during In-Situ Testing= 50.00 ft � Max. Acceleration�0.79 g �arthquake Magnitude�7.15 1. SpT �r BPT Calculat�.on. 2. 5ett�.emEnt Ana�.ysis Method: Ish�.f�ara 1 Yoshimine'� 3. Fines Ccrrection for I�iquefacta.on: �drissl5eed 4, Fine �orre�.tion for Settlement: D�ring �iquefaction* 5. 5ettlement Calculatian in: A17, zones'� 6. Hammer Energy Ratio, Ce � 1.2� 7. Barehole Diameter, � C�= 1 8. Samplir�g Method, Cs= 1 9. User request factor vf safety (apply to C5R} , User= 1 Plat anz CSR c[�r�e �fs1�1} 10. [Jse Cur�e 5mvathing: Yes* � Recommended Options � Page 1 �� �ared 5tore in Temecula B-Z.sum In�Situ Test, Data: Depth SPT gamma Fines ft pcf 5� � 0.00 19.00 137.00 33.00 3.00 21.00 1�8.00 33.00 5.00 16.00 �.30.00 33.00 10.00 6.00 108.00 8.10 15.00 17.00 108.�0 8.00 �0.00 46.00 129.00 8.00 2�.00 35.00 1�9.00 8.00 30.00 50.00 109.00 8.00 35.09 19:00 1Z5.00 NoLiq 40.00 14.00 1Z5.00 NoLiq � 45.00 2�.00 125.00 NoLiq 59.00 17.00 125.00 NoLiq �utpUt Results: 5ettlement of Saturated Sands=3.72 in. 5ettlement of Unsaturated Sands=0.01 �.n. Total Settlement ❑f Saturated and Unsaturated 5ar�ds�3.74 in. Differential 5ett].emertt�l.868 t❑ 2,466 xn. � � Depth CRRm CSRsf �.5. 5�,sat. 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4.95 2.25 0.51 5.00 �.72 0.00 3.7� 5.00 2,25 0.51 4.42 3.72 0.00 3.72 5,05 2.25 0.51 4.40 3.72 0.00 3,72 5.10 2.�5 0.�1 4.38 3.72 0.00 3.72 5.1� 2.25 0.52 4,36 3.72 0.00 3.72 � 5.20 2.�5 0.52 4.34 3.72 0.00 3.72 5.�5 2.Z5 0.52 4.33 3.7Z 0.00 3.7Z 5.30 2,ZS, 0.52 4.31 3.7� 0.00 3.72 5.35 2.25 0.52 4.29 3.72 0.00 3.7� 5.40 2.25 0.53 4.27 3.72 0.00 3.72 5.45 2.25 0.53 4.26 �.72 0.00 3.72 5,50 Z.25 0,53 4.24 3.72 0.00 �.72 5.55 2.25 0.53 4.22 3.7Z 0.00 3.72 5.50 �.25 0.54 4.�1 3,72 0.09 3.72 � 5.65 2.25 0.54 4.19 3.72 0.00 3.72 5.70 0.53 0.54 0.98* 3.72 0.00 3.7� 5.75 0.47 0.54 •�.87* 3.72 0.00 �.72 � P�ge 4 � �ared 5tore in Temecula B-�.sum 5.80 9.44 0.54 0.81* 3.7� �.00 3.72 5.85 0.42 O.�S 0."I8� 3.71 0.00 �.71 5.90 0.�1 0.55 0�75� 3.71 0.00 3.71 5.95 0.40 0.5� 0.73� 3.70 0.00 3.70 6.00 0.39 0.55 0.70* 3.69 0.00 3.69 6.05 � 0.38 O.SS 0.69* 3.69 0.00 3.69 6.10 0.37 0.55 0.67* 3.68 0.00 3.68 5.15 0.36 0.�6 0.65* 3.67 0.00 3.57 6.20 0.36 0.55 0.64* 3.fi6 0.90 3.fi6 6.�5 0.35 0.56 0.6�* 3.55 0,00 3.65 6.30 0.34 9.56 0.61* 3.6� 0.00 3.65 6.35 0.34 0.56 6,60* 3.64 0.00 3.54 � 6.40 0.33 0.57 0.58* �.63 0.00 3.6� 6.45 0.3� 0.57 0.57* 3.6� 0.00 3.fi2 6.50 0.32 0.�7 0.55* 3,G1 0.00 3.61 6.55 0.31 0.57 0.55� 3.60 0.00 3,60 6.50 0.31 0.57 0.a4� 3.59 0.�� 3.59 6.65 a.30 0.57 0.53* �.5$ 0.00 3.5g 6.70 0.30 0.58 0.5�* 3.57 0.00 3.�7 6.75 0.Z9 0.58 0.51* 3.55 0.00 3.5� - �.80 9.29 0.58 0.50� 3.54 0.g0 3.54 6.8� �.29 0.58 9.�9� 3.53 8.00 3.53 ' 5.90 @.�8 0.55 0.48� 3.12 0.00 3.52 ' 6.95 0.28 0.58 0.�7* 3.51 0.00 3.�� � 7.00 0.27 0.59 0.47� 3.5� 0.00 3.50 . 7.05 0.27 0.59 0.�5* 3,48 0.90 3.48 7.10 0.27 0.59 0.45* �.47 0.�0 3.47 7.15 0.26 0.59 0.44* 3.46 0.00 3.4fi 7.20 �0.�6 0.59 0.44* 3.45 0.00 3.45 7.25 O,ZS 0.59 @.43* 3.44 0.00 3.44 7.30 0.25 0.59 0.42* 3.4Z 0.00 3,4z 7.�5 0.�5 0.60 0.42* 3.41 0.00 3.41 7.40 0.�4 0.6� 0.41* 3.40 0.00 3.40 7.45 �.24 0.60 0.40* 3.38 0.00 3.38 7.5� 0.24 0.60 0.40� 3.�7 0.00 3.37 7.55 0,23. 0.69 8.39* 3.36 0.00 3.36 7.6� 0.Z3 0.60 0.38� 3.34 0,00 3.34 7.65 0.23 0.61 0.3R* 3.33 0.0a 3.�3 7.70 0.23 �.61 0.�7� 3.3� ��.�0 3.32 � 7.75 0.�� 0.E1 �.37* 3.30 0.00 3.30 7.80 0.�2 0.61 0.36* 3.29 g.00 3.29 7.55 O.ZZ 0.61 0.3�� 3.2� 0.00 3.'L7 7.90 0.�� 0.��. 0.35* 3.25 0.00 3.26 7.55 0.�1 0.61 0.34* �.25 0.00 3.�� 8.00 0.�1 0.62 0.'�4* 3.Z3 0.00 3.23 8.05 0.2E 0.6� �.33* 3.�2 0.00 3.22 8.10 0.2� 0.52 0.33� 3.20 0.0e 3.�0 8.15 4.20 0.62 0.32� 3.19 0.00 3.19 � Page 5 � �ared Store in Temecula B��,sum 8.20 . 0.�9 0.62 0.31� 3.17 0.00 3.17 8.25 0.Z1 0.fi2 0.34* 3.15 0.00 3.15 8.30 0.21 0.fi� 0.34* 3.14 0.00 3.14 8.35 0.21 0.63 0.��* 3.1Z 0.g0 3.12 8.40 0.20 0.63 0.32* 3.11 0.00 3.11 � 8.45 0.�0 0.63 0.3�* 3.09 0.00 3.09 8.50 0.20 0.63 0.31* 3.08 0.00 3.08 8.55 0.19 0.63 0.31* 3.06 0.00 3.06 8.fi0 0.19 0.63 0.30* 3.05 0.00 3.95 � 8.65 0.19 0.63 0.29* 3.03 0.00 3.03 8.70 0.18 0.fi3 0.Z9� 3.02 0.00 3.0Z 8.75 0.18 0.64 0.28* 3.00 0.00 3.00 8.80 0.18 0.64 0.�8� 2.98 0.00 Z.98 8.85 0.17 0.64 0.27* �.97 0.00 2.97 8.90 0.17 0.64 0.Z7* 2.95 0.00 2.95 8.95 0.17 0.54 0.26* 2.93 0.00 2.93 9.00 � 0.16 0.fi4 0.Z6* 2.92 0.00 Z.92 9.05 0.16 0.64 0.�5* 2.90 0.00 2.90 9.10 0.16 0.64 0.24* �.88 0.00 2.88 9.15 0.15 0.6� 0.24* �.86 0.00 �.86 9.20 0.15 0.65 0.2�* 2.84 0.00 2.84 9.25 0.�5 0.65 0.Z3* 2.82 0.00 �.8Z 9.30 0.14 0,65 0.22* 2.81 0.00 2.81 � 9.35 0.14 0.65 0.22* Z.79 0.0@ 2.79 9.40 0.14 0.65 0.21� 2.77 �.00 Z.77 9.4� 0.14 0.fi5 0.�1* 2.75 0.00 2.7� 9.50 0.13 0.65 0.20* 2.73 0.00 2,73 9.55 0.13 0.66 0.�0� 2.71 0.00 2.71 , 9.60 0.13 0.66 0.19* �.69 �.00 2.69 9.55 0.12 0.66 0.19* 2.67 0.90 2.67 9.70 0.12 0.56 0.18* Z.55 0.00 2.65 9.75 0.12 0.66 0.18* 2.63 0.00 2.63 9.80 0.11� 0.66 � 0.17* Z.60 0.00 2.60 - 9.85 0.11 0.65 0.17� �.58 0.00 �.58 9.90 0.11 0.66 0.16* 2.56 0.00 Z.�56 9.95 0:11 0.67 0.16* 2,54 0.90 2.54 10.00 0.10 0.67 0.16* 2.51 0.00 Z.51 10.05 0.11 0.67 9.16* 2.49 0.00 2.49 10.10 0.11 0.67 0.16* 2.47 0.00 �.47 � 10.15 0.11 0.67 0.16* 2.45 0.00 2.45 10.�0 0.11 0.67 0.16* 2.42 0.00 2.42 10.�� 0.11 0,67 0.17* 2.40 0.00 2,40 , 10.30 0.11 0.67 0.17* 2.38 0.00 2.38 10.35 0.11 . 0.67 0.17* 2.3fi 0.00 Z.36 � 10.40 0.12 0,68 0.17* 2,33 0.00 2.3� 10.45 0.1� 0.68 0.17� 2.31 0.00 �.31 10.50 0.12 0.68 0.17* 2.29 0.00 2.29 10.SS 0.1Z 0.68 0.18� 2.Z7 0.09 2.27 � Page 6 � �ared Star� in Temecula B-2.sum 10.60 0.12 0.68 0,18* Z.�� 0.00 2.25 10.55 0.�2 0.68 0.18* �.23 0.00 2.�3 10.70 0.1Z 0.68 0.18* 2.Z1 0.00 �.21 10.75 0.13 0.68 0.18� 2.19 0.00 2.19 10.80 0.13 0.68 0.19� �.17 0.0g 2.17 10.85 0.13 0.fi9 0.19* 2.15 0.00 �.15 10.90 0.13 0.59 0.19� Z.13 0.00 2,13 10.9� 0.13 0.69 0.19* 2.11 0.00 2.11 11.00 0.�3 0.69 0,19� 2.09 0.00 �.09 11.05 0.13 0.�9 0.�0* 2.07 �.00 2.07 11.10 0.14 0.69 0.�0* 2.05 0,00 2.05 11.15 0,14 0.69 0.20* �,03 0.00 2.0� 11.20 0.14 0.69 0.20* 2.01 0.00 2.0� 11.25 0.14 0.69 0.20* 1.99 0.00 1.99 � 11.30 9.14 0.69 0.Z0* 1.97 0.00 1.97 11.35 0.14 0.70 O.Zl� 1.95 0.00 1.95 11.40 0.14 0.70 �.21* 1,93 0.g0 1,93 � 11.45 0.15 0.10 0.��� 1.91 0,00 1.9� 1�.50 0.15 0.70 0.21* 1,89 0.00 1.89 11.55 0.15 0.70 0.2�* 1.87 0.00 1.87 � 11.60 0.15 0.70 0.21* 1.85 0.00 1.85 • 11,65 0.1� @.70 O.ZZ* 1.8� 0.00 1.83 � 11.i0 0.1� 0.7� �.22* 1.52 0.00 1.82 ' � 11.75 0.15 0.70 0.22* 1.80 0.00 1.80 � 1�.80 9.16 � 0.70 0.22* 1.78 0.�0 1.78 �1.85 �.1� 0.71 0.22� 1.76 0.00 1.76 11.90 0.16 0.71 0.Z2* 1.74 0.00 1.74 Z1.95 0,15 0.71 0.23* 1.73 0.08 1.�3 1�.00 0.16 0.71 0.23* 1.71 0.00 . 1.71 12.05 0.�6 0.71 0.23� �.69 �.00 1.69 . 1Z,10 0.16 0.71 0.23� 1.67 0.00 1.57 1Z.1� 0.17 0,71 0.23� 1.55 0.00 1.65 12.20 �.17 0.71 0.Z3* 1.�4 0.00 1.64 12.25 0.17 0.71 a.24� 1.62 6.00 1.62 1�.30 0.17 �.71 @.24* 1.60 0.00 1.50 12.�5 0.17 0.71 9.24* 1.59 0.00 1.�9 12.Q•0 0.17 0.72 0.2�� 1.57 0.�0 1.57 12.4� 0.i7 �.�? 0.24* •1,�5 0.�� 1.55 12.50 0.18 0.72 0.�4* 1.53 0.�0 �.53 12.55 0.1$ 0.72 � 0.�5��� 1.52 0.00 1.52 1�.G0 0.18 0.72 0.25* 1.50 4.90 1.50 ��.65 �.YB 0.7? 0.25� 1.48 �0.0� 1.4� I2.70 0.l$ 0.72 0.2�� 1.47 0.00 1.47 12.7� 0:18 0.72 0.�5� 1.45 0.00 1.45 12.80 0.18 0.7� 0.25� 1.43 0.00 1.43 12.85 0.18 0.72 0.?5* 1.42 0.00 1.42 12.90 .0.19 0.72 0.26� 1.40 0.00 1.40 ��.95 0.19 . @.73 0.26* 1.39 0.�9 1.39 � � Page 7 � Jared 5tare in TemecUla 6-2.sum 13.0� 0.19 0.73 0.26* 1.37 0.00 1.37 13.05 9.19 0.73 0.26� �.35 0.00 1.35 13.10 �.19 0.73 0.26* 1.34 0.00 1.34 13.15 0.19 0.7� 0.�6� 1.32 0.00 1.3� 13.20 g,19 0.73 0.26* 1.31 0.00 1.31 13.25 0.19 0.73 0.27* 1.z9 0.00 1,29 13.30 0.Z0 0.73 0.27* 1.27 �0.00 ' 1.27 13,35 0.�0 0.73 0.27* 1.Z6 0.0g 1.Z6 13.40 0.20 0.73 0.27* 1.24 0.00 1.24 13.45 0.�0 0.73 0.27* 1.23 �.00 1.�3 13.50 0.20 �.7� 0.�7� 1.21 �.00 1.Z1 � 13.55 �,20 0.74 0.27* 1.20 0.00 1.20 13.60 0.20 �.74 0.Z8* 1.18 0,00 1.18 13.65 0.20 0.74 0.28* 1.17 0.00 1.17 13.70 0.21 0.74 0.Z8* 1.15 0.00 . 1.15 13.75 0.21 0.74 0.28� 1.14 0.00 1.14 1�.80 0.21 0.74 0.28* l.�Z 0.00 1.12 13.85 �.21 0.74 0.28* 1.11 0.00 �.11 1�.90 0.Z1 0.74 0.28* 1.09 0.00 1,09 13.9� 0:21 0.74 0.�9� 1.08 0.00 1.08 14.00 0.Z1 0.74 0.Z9* 1.06 0.00 1.06 � 14.05 0.21 0.74 0.29* 1.05 0.00 1.05 14.10 0.2� 0.74 0.29* 1.03 0.00 1,03 � 14.15 0.22 0.75 0.29* 1.0� 0.00 �.02 14.20 9.22 0.75 0.29* 1,00 0.00 1.00 14.25 0.22 0.75 0.29* 0.99 0.00 0.99 � 14.30 0.22� 0.75 0.Z9* 0.98 0.00 0.98 14.35 0.22 0,75 0.30* 0.95 0.00 0.95 14.40 0.22 0.75 0.30* 0.95 0.00 0.95 14.45 0.22 0.75 0.30* 0,93 0.90 0.93 �4.50 0.22 0.75 0.30* 0.9� 0.00 0.92 14.55 0.Z3 0.75 0.30� 0.91 0.00 0.9� . 14.60 0.23 0.7� 0.30* 0.89 0.00 0.89 14.65 0,Z3 0.75 0.30* 0.88 0.00 9.88 14.70 0.23 0.75 0.30� 0.86 0.00 0.86 14.75 0.23 0.75 0.31* 0.85 0.00 0.85 14.8� 0.26 0.75 0.35* 0.84 0.00 0.84 14.85 0.26 0.75 0.35� 0.82 0.00 0.82 14.90 0.26 0.76 0.35* 0.81 0.00 0.81 14.95 0.Z7 0.76 0.35* 0.80 0.00 0.80 15.00 0.27 0.75 0.35* 0.79 0.00 0.79 . 15.05 0.27 0.76 0.3fi* 0.78 0.00 0.78 15.10 0.28 0.76 0.35* 0.76 0.00 0.76 15.15 @.28 0.75 0.37� 0.75 0.�0 0.75 15.20 0.Z9 0.76 0.38* 0.74 0.00 g.74 15.Z� 0.�9 0.76 0.38* 0.73 0.00 0.73 15.30 0.30 0.76 0.39* 0.7� 0.00 0.72 15.35 0.30. 0.7G 0.40* 0.71 0.00 0.71 � Page 8 � aared 5tore in TemecUla B�2.sum 1�.40 0.31 0.75 0.4�� 0.70 0.00 0.70 15.45 0.31� 0,76 0.41* 0.68 '0.00 0.68 15.50 0.32 0.76 0.42* 0.67 0.00 0.67 15,55 0.32 0.77 0.42� 0.66 0.00 0.66 15.60 0.33 0.77 0.43* 0.65 0.�0 0.65 15.�5 0.34 0.77 0.44* 0.64 0.g0 0.6� 15.70 0.34 0.77 0.45* 0.63 0.00 0.53 . 1�.75 0.3� 0.77 0.45* 0.62 0.00 0.62 15.80 0.36 0.77 0.47* n.61 0.00 0.fi� 15.85 0.37 0.77 0.48� 0.60 0.00 0.60 15.90 0.37 0.77 0.49* 0.59 0.00 0.59 15.95 0.38 0.77 0.�9* 0.58 0.00 0.58 16.00 0.39 0.77 0.51* 0.58 0.00 @.58 15.05 0.40 0.77 0.52* 0.57 0.00 0.57 16.10 0.42 0.77 0.54* 0.56 0.00 0.56 1G.1S 0.43 0.77 0.56� 0.�5 0.00 0.55 �6.�0 0.45 0.77 0.58� 0,�4 0.00 O.S4 16.25 0,48 0.77 0,fi�* 0.54 0.00 0.54 1�.30 0.55 0.77 9.71* 9.53 0.00 0.�3 1G.35 �.25 0.78 2.90 0.52 0.00 0.52 16.40 �.25 0,78 Z.90 0.52 0.00 0.52 56.45 2.25 0.78 �.90 0.�2 0.00 0.52 16.50 �.25 0.78 2.90 0.5� 0.00 0.52 � �� 16.55 �.25 0.78 2.90 0.52 0.00 0.5� ' 16.60 2.25 0.�8 Z.89 0.52 0.00 0.52 16.65 Z.ZS 0.78 2.89 0.52 0.00 0.52 1fi.70 ?.2� 0.78 2.89 0.�2 0.00 0.52 36.75 2.�5 0.78 Z.89 0.52 0.00 0.52 16.80 2.25 0.78 �.89 0.5� 0.00 0.52 16.85 2.�5 0.78 2,88 0.52 0.00 0.52 � 15.90 �.���5 0.78 2.88 0.52 0.90 0.52 16.95 2.2� 0.78 2.88 �.�2 0.00 0.52 17.00 2.25 0.78 2.88 0,52 0.00 0.52 �7.05 2.25 0.78 2.88 0.52 0.00 0.52 17.10 2,�5 0.78 2,88 0.52 0.00 0.52 17.15 �.25 0.78 2,87 0.52 0.00 0.52 17.20 �.Z5 0.78 Z.87 0.52 0.00 0.52 17.Z5 2.�� 0.78 2.87 0.52 0.00 0.52 17.�@ Z.�S � 0.78 2.87 0.52 0.00 �.52 17,35 2.25 0.79 �.87 0.52 0.00 0.52 17.40 2,25 0.79 �.85 0.52 0.00 0.5Z 17.4� 2.25� 0.79 2.86 �.5� 0.�0 0.5Z 17.50 �.25 0.79 2.8fi 0.52 0.00 0.52 17.55 2.25 0.79 Z.86 0.52 0.00 0.52 17.G0 2.�5� 0.79 2,86 0.52 0.00 0.52 17.65 2.25 0.79 Z,86 0.5� 0.00 0.52 17.70 2.Z5 0.79 Z.85 0.52 0.0� O.SZ 11.75 2.25 0.79 �.8� 0.52 �.00 0.52 . � Page 5 � � , Jared Store i� Temecula B-2.sum 17.80 2.25 0.79 2.85 0.5� 0.0� O.S� 17.85 �.Z5 0.79 2.8� . 0.52 0.00 0.52 17.90 2.25 0.79 2.85 0.52 0.00 0.5� 17.95 2.25 0.79 2.85 0.�2 0.00 0.5Z 18.00 �.25 0.79 �.85 0.52 0.90 0.52 18.05 2.25 0.79 2.84 0.5� 0.00 0.52 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0.$� 0.31� 0.Z4 0.09 0.24 34.20 �.ZS 8,83 0.30* 0.23 0.@� 0.23 3�.25 0.2� 0.8� 0.30* 0.22 0.00 0.2� , 3�.30 0.24 0.83 0.29* 0.�1 0.00 0.�1 34.35 0.24 0.82 �.�9'� 0.19 0.00 0.19 34.4d 0.Z4 0.82 0.Z9* 0.18 0.00 0.18 34.45 0.2� 0.$� 0.28* 0.17 0.0g 0.�.7 34.50 0.23 0.82 0.2�3'� 0.1G 0.0� 0.16 34.55 0.Z2 0,82 0.Z7* 0.14 0.00 0.14 � Pa�e 16 � �ared Store in Temecula B-2.sum 34.�0 0.22 0.82 0.�7* 0.13 0.00 0.13 34.65 0.22 0.82 0.26* 0.12 0.00 0.12 34.70 0.�1 0.82 � 0.26� � 0.10 0.00 0.10 34.75 0.21 0.8Z 0.26* 0.09 0.00 0.09 34.80 0.�1 0.82 0.2�� 0.07 0.00 0.07 34.85 0.20 0.82 0.25� 0.06 0.00 0.06 �4.90 0.Z0 0.82 0.24* 0.04 0.00 0.04 34.9� 0.�0 0.82 0.24* 0.03 0.00 0.03 35.00 0.19 � 0.82 0.�4* 0.0Z 0.00 0.02 35.05 2.00 0.82 5.00 0.00 0.00 0.00 35.10 2.00 0.82 5.00 0.09 0,00 0.00 35.15 2.00 0.82 5.00 0.00 0.00 0.00 35.�0 2.00. 0.82 5.00 0.00 0,00 0.00 35.25 2.00 0.8� 5.00 0.00 0.00 0.00 35.30 2.00 0.82 5.00 0.00 0.00 0.00 35.35 �.00 0.82 5.00 0.00 �.00 0.00 35.40 2.00 0.82 5.00 0.00 0.00 0.09 �5.45 2.00 � 0.82 � 5,00 0.00 0.00 0.00 35.50 �.00 0.82 5.00 0.00 0.00 0.00 � 35.55 2.00 0.82 5.00 0.00 0.00 0.00 35.50 �.00 0.82 5.00 0.00 0.00 0.00 35.65 2.00 0.82 �.00 0.00 0.00 0.00 35.70 2.�0 O.SZ 5.00 0.00 0.00 0.�8 35.75 2.00 0.82 5.00 0.00 0.00 0.00 � 35.80 �.00 0.82 5.00 0.00 0,00 0.00 35.8� Z.00 0.82 5.00 0.00 0.00 0.00 35.90 2.00 0.8Z 5.00 0.00 0.00 0.00 35.95 Z.00 0.82 5.00 0.00 0.00 0.00 36.00 2.00 0.82 �.00 0.00 0.00 0.00 36.05 2.00 0.82 5.00 0.00 0.00 0.00 36,10 �.00 0.82 5.00 0.00 0.00 0.00 36.15 2.00 0.82 5.@0 0.00 0.00 0.00 36.20 2.00 0.82 5.00 0.00 0.00 0.90 36.Z5 2.00 0.82 5.00 �.00 0.00 0.00 36.3� 2.00� 0.81 �.00 0.00 0.00 0.�0 36.�5 �.09 0.81 5,00 0.00 0.00 0.00 36.40 2.00 0.81 5,00 0.00 0.00 0.00 35.45 �.00 0.81 5.00 0.00 0.00 0.00 36.50 2.00 0.81 5.00 0.00 0.00 0.00 36.55 2.00 0.81 5.00 0.90 0.00 0.0� 36.60 Z.00 0.81 5.00 0.00 0.00 0.00 36.65 2.00 0.81 5.00 0.00 0.00 0.00 36.7� 2.00 0.81 5.00 0.00 0.00 @.00 36.75 2.00 0.81 5.00 0.00 0.00 0.00 �6.se z.ee e.ss �.e0 a.ea a.ea a.ee �6.85 2.00 0.81 5.00 0.00 0.00 0.00 �5.90 2.00 0.81 5.00 0.00 0.00 0.00 36.95 2.00 0.81 5.00 0.00 0.00 0.00 � � , Page 17 � 7ared Store in Temecula B-2.sum 37.00 �.00 0.81 5.00 0.00 0.00 9.00 37.05 2.00 0.81 5.00 0.0� 0.00 0.00 37.10 �.00 0.81 5.00 0.00 0.00 D.�O 37.15 �.00 0.81 �.00 0.00 9.00 0.00 37.20 2.00 0.81 5.00 0.00 0.90 0.00 37.25 Z.00 0.81 5.00 0.00 @.00 0.00 37.30 2.00 0.81 5.00 0.00 0.00 0.00 37.35 2.00 0,81 5.00 0.00 0.00 0.00 • 37.40 2.00 0.81 5.00 0.00 0.00 0,00 37.45 2.00 0.81 5.00 0.00 g.00 0.00 37.50 2.0� �.81 �.00 0.00 0.00 0.00 37.�5 2.00 0.81 5.00 0.00 0.00 0.00 37.60 �.00 0.81 5.00 0.00 0.00 0.00 37.65 2.00 0.81 5.00 0,00 0.00 0.00 37.70 Z.00 0.81 5.00 9.00 0.00 0.00 37.75 2.00 0:81 5.00 0.00 0.00 0.00 37.80 2.00 0.81 5.00 0.00 0.00 0.00 37.85 2,�0 0.81 �.00 0.g0 0.00 0.00 37.90 2.00 0.81 5.00 0.00 0.00 0.00 37.95 2.00 0.81 5.00 0.00 0.00 0.00 38.00 2.00 0.81 5.00 0.00 0.00 0.00 ' 38.05 Z.@a 0.81 5.00 �.00 0.00 �.00 • 38.10 2.00 0.81 5.00 �.00 0.00 0.00 ' 38.1� 2.00 0.8D 5.�0 0.00 0.00 0.00 � � 38.�0 Z.00 0.80 �.00 �.00 0.00 0.00 . 38.25 2.00 0.8� 5,00 0.00 0,00 0.90 � �8.�0 2.00 0.80 5.09 0.0� 0.00 0.00 38.35 �.00 0,80 5.00 0.00 0.00 0.00 �8.40 2.00 0.80 5.00 0.00 0.00 0.00 38.4� 2.00 0.80 5.00 0.00 0.00 0.00 38.50 2.00 0.80 5.00 0.00 0.00 0.00 38,5� �.06 0.80 5.00 0.00 0.00 0,00 38.50 2.00 0.80 5.00 �.00 0.00 0.00 38.65 2.00 0.80 5.00 0.00 0.00 0.00 - �8.7� 2.00 0.80 5.00 0.00 0.00 0.00 38.75 �.09 0.80 5.00 0.@0 0.00 0.00 38.80 �.00 0.80 5.0@ 0,90 0.00 0.00 38.85 2.�0 0.80 5.00 0.00 0.09 0.00 38.90 Z.00 0.80 5.00 0.00 0.00 0.00 � 38.95 �.00 0.80 5.00 0.00 0.00 0.Q0 � 39.00 2.00 0.80 5.00 0.00 0.00 0.00 39.05 2.00 0.89 5.00 9.00 0.90 @.00 39.10 2.00 0.80 5.00 0.�0 0.�0 0.00 �5.15 2.00 0.80 �.�0 0.00 0.00 � 0.0� 39.20 ?,00 0.50 5.00 9.00 0.00 D.00 39,25 Z.a� 0.80 5.00 0.0n 0.0� 0.00 39.30 �.oe� 0.80 � S.a� 0.00 �.g0 �.00 39.35 •?:00 0,80 5.90 0.@0 0.00 0.00 � P�ge 18 � , aared Store in Temec�la B-Z.sum 39.40 2.�� 0.80 5.00 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0.00 40.80 Z.99 0.79 5.00 0.00 0.0� 0.00 40.85 Z.00 0�.79 5.�0 0.00 0.00 0.00 40.90 Z.00 0.79 5,00 0.00 0.00 0.00 � 40.95 2.00 0.79 5.00 0.0� 0.00 0.00 41.00 2.00 0.79 5.00 0.00 0.00 0.00 41.0� 2.00 0.79 �.00 0.00 0.00 0.00 41,10 2.00 0.79 5.00 0.00 @.00 0.00 � 41.15 2.00 0.79 5.00 0.00 0.00 0.00 41.�0 2.00 0,79 5.00 0.00 0.00 0.00 � 41.25 2.00 0.79 5.00 0.00 0.00 0.00 � 41.30 2.00 0.79 5.00 0.00 0.00 0.00 41.35 2.00 0.79 �.00 0.00 0.00 0.00 41.40 2.00 0.79 5.00 0.00 0.00 0.00 41.45 2,00 0.79 5.00 �.00 0.00 0.00 41.59 2.00 0.79 5.00 0.00 0.00 0.00 41.�5 2.00 0.79 5.00 0.00 0.00 0.00 41.60 2.00 �0.79 5.00 0,00 0.00 0.00 41.�5 2.00 0.78 5.00 0.00 0.00 0.00 41.70 2.00 0,75 5.00 0.00 0,00 0.00 41.75 2.00 0.78 5.00 0.80 0.00 9.00 � Page l9 . � �ared St�re in Temecula g-Z.sum � 41.E0 2.00 0.75 5.00 0.00 0.00 0.00 41.85 2,00 0.78 �.00 0.00 0.00 0.00 41.90 2.g0 0,78 5.00 0.00 0.09 0.@0 41.9� �.00 0.78 5.00 0.�0 0.00 0.00 42.00 2.90 0.78 5.00 0.00 0.00 0.00 4�.85 2.00 0.78 5.00 0.00 0.00 0.00 4z.10 2.00 0,78 5.00 0.00 0.00 0.00 42.15 2.00 0.78 5.00 0.00 0.00 0.00 4�.20 2.00 0.78 �.00 0.00 0.00 0.00 42.25 2.00 0.78 5.00 0.00 0.00 0.00 . 42,30 �.00 0.78 5.00 0.00 0.00 0.00 42.35 2.00 0.78 5.00 0.00 0.00 0.00 42.40 2.00 0.78 5.00 0.00 0.00 0.00 4�.45 2.00 0,78 5.90 0.00 0.00 0.00 �Z.50 2,00 0.78 5.a0 0.00 0.90 0.00 42,55 Z.00 0.78 �.00 0.00 0.00 0.00 42.�0 2.00 0.78 5.09 0.�� �fl,00 0.00 42.�5 2.90 0.78 5.00 0.00 0.00 0.00 4�.70 2.00 0.78 5.00 8.00 0.�@ 0.00 42.75 2.00 0.78 5.08 0.00 0.0@ 0.00 ' 4�.�0 �.00 0.78 5.00 0.09 0.00 0.00 � 42.85 Z.00 0,78 5.00 0.00 9.00 0.00 � 4�.90 2,00 0.78 �.00 0.00 0.00 0.00 42,95 Z.00 0.78 5.00 0.00 0.00 0.0� � �3.00 2.00 0.78 5.00 0.0� 0,00 0.00 "' 43.�5 2.00 0.78 5.@0 0.00 0.�� 0.00 � 43.1� �.00 0.78 5.00 �.00 0.00 0.00 43.1� 2.00 0,78 5.00 0.00 0.�0 0.00 � �3.20 �.00 0.78 5.00 0.00 0.�� 0.00 43.25 2.00 0.78 �.00 0.00 0.00 0.00 � 43.30 2.00 0.77 5.00 �.00 0.00 0.00 43.35 2.00 9.7? 5.0@ �.00 0.00 0.00 43.40 2.99 0.77 5.00 0.00 �.00 0.00 43.45 2.g0 0.77 5.00 0.00 0.00 0.09 4�.50 �.00 0.77 5.00 0.00 0.00 0.�0 43.55 2.00 0.77 5.00 �.00 0.00 0.00 43.b0 Z.Oa 0.77 5.00 0.00 0.00 0.00 43.�5 �.00 D.77 5.00 0.00 0.a0 0.00 43.70 2.0� 0.77 5.�0 0.00 �.00 0.00 43.75 2.00 0.77 5.00 �.OD 0.00 0.00 43.80 2.�� 0.77 5.00 0.00 0.00 0.00 43.8� 2.00 0.77 �.00 0.00 0.0� 0.00 4�.90 2.00 0.77 5.00 8.00 0.00 0.00 43.95 Z.00 0.77 5.00 0.00 0.00 0.00 44.00 Z.aO 0.77 5.00 0.00 9.00 0.00 44.05 �.00 0.77 5.00 0�.00 �.00 0.00 . 44.10 2.00 0.77 5.00 0.�0 0.04 0.00 44.1� 2.00 0.77 �.00 0.00 0.00 �.00 � Page �0 � �ared 5tore in Temecula B-2.sum � , 44.20 2.00 0.77 �.00 @.00 0.00 0.00 44.25 2.00 0.77 5.�0 0.00 0.00 0.00 44.30 2.00 0.77 5.00 0.00 0.00 0.00 44.35 _2.00 0.77 5.00 0.00 0.00 0.00 44.40 2.00 0.77 5.@0 0.@0 0.00 0.00 44.45 2.00 0.77 5.00 0.00 0.00 0.00 44.50 2.00 0.77 5.00 0.00 0.00 0.00 � 44.55 2.00 0.77 5.00 0.00 0.00 0.00 � 44.60 2,00 0.77 5.00 0.00 0.00 0.00 44,65 2.00 0.77 5.00 0.00 0.00 0.00 44.70 �.00 0.77 - 5,00 0.00 0.00 0.00 44.75 2.00 0.77 5.00 0.@0 0.00 0.00 44.80 2.00 0.77 5.00 0.g0 0.00 0.00 44.85 2,00 0.77 5.00 9.00 0.00 0.00 44.90 2.00 0.76 5.00 0.00 0.00 0.00 44.95 �.00� 0.76 5.00 0,00 0.00 0.00 � 45.00 �.00 0.76 5.00 0.00 0.00 0.00 45.05 2.00 0.75 5.00 0.00 0.00 0.00 45.10 �.00 �.76 5.00 0.00 0.00 0.00 � 45.15 2.�0 0.76 5.00 0.00 0.00 0.00 45.20 2.00 0.76 5.00 9.00 0.00 0.00 45.2� 2.00 0.76 5.�0 �.00 0.00 0.�0 45.30 2.00 0.76 5.00 0.00 0.00 0.00 � 45.35 Z.09 0.76 �.00 0.00 0.00 0.00 � 4�.40 2.00 0.76 5.00 0.0g 0.00 0.00 45,45 2.00 0.75 5.00 0.@0 0.00 0.00 45.�0 2.00 0.76 5.00 0.00 0.00 0.00 45.SS 2.00 0.76 5.00 0.00 0.00 0.00 45.60 2.00 0.76 5.00 0.0g �0.00 0.00 45.6� 2.00 0.76 5.00 0.00 0.@0 0.00 45.70 2,00 0.76 5.00 0.00 0.�0 0.00 4�.75 2.00 0.76 5.00 0.00 0,00 0.00 45.80 2.09 0.75 5.00 0.�0 0.00 0.00 45.85 2.00 0.76 5.00 0.00 0.00 0.00 45.90 2.00 0.76 5.80 0.00 9.00 0.00 45.95 Z.00 0.76 5.00 0.00 0.00 0.00 46.00 2.00 0.76 5.00 0.00 0.00 0.00 46.05 2.90� 0.76 5.00 0.00 0.00 0.00 � 46.10 �.00 0.76 5.00 0.00 0.00 0.00 46.15 2,90 0.76 5.00 0.00 0.00 0,00 46.20 2.00 0.76 5.90 0.00 8.00 0.00 46.25 2.00 0,76 5.00 0.00 0.00 0.00 � 46.30 2.00 0.76 5.00 0.00 0.�0 0.00 46.35 2.00 0.76 5.00 0.00 0.00 0.0@ 46.40 2.00 0.76 5.00 0.00 0.00 0.00 46.45 2.00 0.76 5.00 0.00 0.00 , 0.0� 46,50 �.00 0.75 5.00 0.09 �.00 0.00 46.55 2.�0 0.75 5.00 0.00 0.90 0.00 � Page 21 � aared Store in Temecula 6-Z.sum 46.60 2.0� 0.75 5.00 0.00 0.00 0.00 46.fi5 2.00 0.75 5.00 0.0� 0.00 �.00 46.70 2.00 0.75 �.00 0.@0 0.00 0.00 46.75 2.00 0.75 5.02 �.00 0.�0 0.00 45.80 2.00 0.75 5.00 0.00 0.00 0.00 46.85 2,00 .0.75 5.09 0.00 �.00 0.00 4fi.90 2.00 0.75 5.00 0.00 0.00 0.00 46.95 2.00 0.75 5.00 0.00 0.0� 0.00 47.00 2.00 0.75 5.00 0.00 g.00 0.00 47.05 �.00 0.75 5.00 0.00 0.00 0.00 47,10 �.00 0.75 5.00 0.00 0.00 0.00 47.15 2.00 0.7� 5.00 0.00 0.00 0.00 47.20 Z,00 0.75 5.00 0.00 0.00 0.00 47.�5 Z.00 0.75 5.00 0.00 9,00 0.00 47.30 2.00 0.75 5.00 0,00 9.00 0.00 47.�5 2,00 0.75 5.0a 0.00 0.00 �.00 47.49 2.00 0.75 5.00 0.00 0.00 0.00 47,45 �.�0 0.75 5.00 0.00 0.00 0.00 47.50 2.00 0.75 �.00 0:00 0.00 0,00 47.55 �.00 0.75 �.00 0.00 0.00 0.00 47.60 ?.00 0.75 5.00 0.00 0.80 0.00 � 47.65 2.00 0.75 5.00 0.00 0.Q0 0.00 ' 47.70 2.00 0.75 5.00 0.�9 0.0� 0.00 ' 47.75 �.00 0.�5 5.0� 0.00 0.0D 0.00 . � 47.80 2.00 0.75 5.00 0.00 0.00 0.00 ' 47.85 �.00 0.75 5.00 0.00 0.00 0.00 � ` 47.90 �.00 @.75 �.00 0.00 9.00 0.00 47.95 2.00 0.75 5.00 0.00 9.0� 0.00 � 48.00 2.00 0.75 �.00 �.00 �.09 0.00 48.0� 2:00 0.74 5.00 0.00 0.00 0.90 45.10 2,00 0.74 5.00 0.00 0.00 0,00 � 48.15 Z.00 0.74 5.00 0.00 0.00 0.00 48.2D 2.�0 0.74 5.0a 0.00 0.00 0.00 48,25 �.00 0.74 5,00 0.00 0.00 0.0� � 48.30 �.00 0.74 5.00 0.00 0.0� 0.00 �8.35 �.00 0.74 5.00 0.00 0.00 0.00 48.40 2,00 0.74 5.00 0.00 0.00 0,00 48.45 2.00 0.74 5.00 0.00 0.00 0.00 48.50 2.90 0.74 5.00 0.00 0.00 0.00 48.55 �.00 0.74 5.90� 0.00 0.00 @.00 48.69 2.00 0.74• 5.00 0.80 0.00 0.90 48.65 -?.0D 0.74 �.00 �.0� 0.00 0.09 48.70 �.00 0.7� 5.00 � 0.00 �.00 0.00 48.75 2.00 0.74 5.00 0.00 6.90 0.00 48.80 • 2.0� 0.74 5.00 0.0� 0.00 .0.a0 �5.85 2.00 0.74 5.00 0.00 0,d0 0.00 48.99 �.00 0.74 5.00 0.00 0.00 0.09 48,95 �.00 0.74 5.00 0.00 0.00 0.90 � Page �7 � �ared 5tor� in Temecu�a B-2.sUm 49.00 2.00 0.74 5.00 0.00 0.00 0.00 49.05 2.00 0.74 5.00 0.00 0.00 0.00 49.10 �.00 0.74 5.00 0.00 0.00 0.00 � 49.15 2.00 9.74 5.00 0.90 0,00 0.00 49.20 2.00 0.74 5.00 0.00 0.00 0.00 . 49.25 2.00 0.74 5.00 0.00 0.00 0.00 49.30 �.00 0.74 �.00 0.0@ 0.00 0.00 49.�5 2.00 0.74 5.@0 0,00 0.@0 0.00 49.40 2.00 0.74 5.00 0.00 0.00 0.00 49,45 Z.00 0.74 5.00 0.00 0.00 0.00 49.50 �.00 0.74 5.00 0.90 0.00 0.00 49.55 2.00 0.73 5.00 0.00 0.00 0.00 49.60 2.00 0.73 5.00 0.00 0.00 0.00 49.65 2.00 0.73 �.00 0.00 0.00 0.00 49.70 Z.00 0.73 5.00 0.00 0.00 0.00 . 49.75 2.00 0.73 5.00 0.00 0.@0 0.00 49.80 2.00 0.73 5.00 0.00 0.00 0.00 49.85 2.00 0.73 5.00 0.00 0.00 0.00 49.90 2.0g 0.73 5.00 0.00 0.00 0.00 49.95 2.00 0.73 5.00 0.00 0.00 0.00 50.00 �.00 0.73 5.00 0.00 0.00 �.00 * F.S.<1, Liquefactio� Potential Zone (F.S. is lim�ted to 5, CRR is limited to 2, �5R is limited to 2} � . units Depth = ft, 5tres$ ❑r Pressure = atm �t�f}, �nit Weight � pcf, Settlement � in. 1 atm (atmvsphere} � 1 tsf (tonlft�} CRRm Cyclic reszstance ratio from soi�s CSRsf Cyclic stress ratio induced �y a gi�en earthquake (with user request factor ❑f safety} F.S. Factor of Safety against liquefaction, F.S.�CRRm�CSRsf S sat 5ettlement from saturated sands S_dry 5ettlement from Unsaturated Sands ' S all Total 5ettlement from Saturated and Unsaturated 5ands NoLiq No-�iquefy Svils � Page 23 ' � L��:U�FA�T"1E�,N A��L'���� � � ��re� T�r��:��`l� � , f1ale hrv.=S-5 Water D����=5 fit IY1ag��rituafe�-?.�fi �4 cceleratlan=.p.?'93g Shear 5tress Rafia Factor af Sa�ety Settlemerrt 5vi1 Descripfian {f#)� p � •D � 5 �(in:) 9�3' vp � . o b r� . � � �� � � � °`� . ^' � o�.. . �. �: a �� � ��v b . , �� s. �� . o� • � . . , �7 � :��; �� . ' � ' � � '. � . � � _ �. �. . � � �. �D" Q� �: . ��� � � � ��� � " . ' � � . �� . �5 fs�-� �S=7 85 in,� ��a CRR C5R fs7�- ' S�tr�rafed M-- �' 'Sha�led Zane:has 1lquefa�f�an Patentral � Unsatctrat: -- � . � • , � . . •�. . � • � � � �q . . � � .. :� •. .. - . ..: a• . . u] • , . �� , Y '� � ' • . . n�. 35 . .' . � .. ' r. . .�, . , . :� . , • �. • . � �i�ril"T��h �arp.�ra��c�n � �559�'����# Pla�e A-�I � ; . , . . . � aared Store in Temecula B-S.sum.txt ������**�*��*����������*��������������������������*���������������*������*��������� ���**�*��*�����*���*. LIQUE�ACTI�N ANALYSIS SUMMARY Copyright by CivilTech 5oftware www.ci�ilte�hsoftware.cam � ������*��*����**��������*���*�����������**��**�������**����**����*����������*������ �*�**���������*����� � �ant: Courier New, Regular, 5ize 8 is recommended for this report. Lic�nsed to , l2/Z1�2015 5:42:01 PM Ynp�t File Name: P:�056�1348�xxxx 2015 Projects�l67� �areds Temecula�3ared 5tore in Temecula B-5.liq � T�tle: Jared Temecu�a 5ubtitle: 0559-1671 5urface Ele�,= Hale Na.=B�S Depth of Hole� 25.00 ft � Water Table during �arthquake= 5.00 ft water Table during In-Situ Testing� 60.00 ft � Max. Accelerativn= 0.79 g �arthq�ake Magnitude= 7.16 Input Data: 5urface �le�.= Hole No.=B-5 . Depth af Hole�25.00 ft Water Table during Earthquake= 5.00 ft Water Table dur�.ng In-Situ Testing= 60.00 ft Max. A�celeration=0.79 g Earthqua�Ce Magnitude=7.16 1. SPT or BPT Cal�ulation. 2. Settlement Analy�is Method: Ishihara � YosY�imine* 3. Fines �orrecta.on for �iquefaction: Idrissl5eed 4. Fine Cvrrectior� for Settlement: During �iquefaction* 5. 5ett7.emer�t Calculation in: All zones* 6. Hammer Energy Ratio, Ce = 1.25 7. Bore�ole Diameter, Cb= 1 8. Sampling Methad, Cs� 1 9. �ser request factor of safety �apply t❑ C5R} , User= 1 Plot one C5R cur�e (fs1=1} . 18, lJse Cur�e Smoothing: 1'es* '� Recammended flptians � Page 1 � Jared Store in Temecula B-5,sum.txt Tn�Situ Test Data: �ept� SPT gamma Fines ft pcf 9� . 0.00 8.00 137.00 33.00 3.00 4.00 138.00 3�.00 5.00 4.00 130.00 33.00 10.00 12.00 108.00 8,10 15.�0 �.0.00 108,00 8.00 . 20.00 8.00 129.00 8.00 25.00 28.00 �.29.00 8.00 �utput Results: 5ettlement ❑f Saturated Sar�ds=5.80 �.n. Settlement of lfnsaturated Sands�l.0� in. Total Settlement of Saturated and Unsaturated Sands=7.8S in. Differential Sett].ement�3.92� ta 5.179 zn. D�pth CRRm CSRsf F.S. 5_sat. 5,�dry S_all ft in. in, in. � . 0.00 0.�4 O.S� 5.00 6.89 1.05 7.85 0.05 0.�4 � 0.52 5.00 5.80 1.05 7.85 0.10 0.�4 0.52 5.00 6.80 1.95 7.85 f�.15 0.24 O.�Z 5.00 6.80 1.95 7.85 0.20 0.�4 0.5Z 5.00 6.80 1.05 7.E5 0.25 0.23 0.52 5.00 5.80 1.05 7.85 0.30 0.23 0.52 5.00 5.80 1.05 7.85 0.35 0.23 0.52 5.00 fi.80 1.05 �.85 0.40 0.23 0.51 5.00 6.80 1.05 7,85 0.45 0.23 0.�1 5.00 5.80 1.05 7.85 "0.50 0.Z3 0.51 5.00 6.80 1.05 7.85 • O.SS 0.23 0.51 5.00 6.80 1.05 7.85 0.50 0.22 0.51 5.00 6.80 1.05 7.84 0.6� 0.�� 0.�1 , 5.09 6.80 1.05 7.84 0.70 �.22 0.51 5.09 6.80 1.05 7.84 0.75 �.22 5.51 5.00 6.80 1.05 7.84 0.80 0.22 0.51 5.0Q 6.80 1.0� 7.84 0.85 0.2? 0.5� 5.00 6.80 1.05 7.84 0.90 0.�1� 0.51 5.00 6.80 1,05 7.84 0.95 0.21 0.�1 5.00 6.80 �..05 7.84 1.00 0.21 0.51 5.00 6.80 1.05 7.84 1,05 0.21 0.51 5.90 5.80 1.0� 7.84 1.10 �.21 0.51 5.90 6.80 1.05 7.84 � 1.15 0.Z1 0.51 �,00 6.8� 1.95 7.84 1.20 0.�1 0.51 5.00 6.80 1.0� 7.84 � Page � � aared Stare in Temecula B-5.sum.txt Z.Z5 0.20 0.�1 �.00 6.80 1.04 7.84 1.30 0.20 0.51 � 5.00 6.80 1.04 7.84 1.35 0.20 0.51 5.00 6.80 1.04 7.84 1.40 0.20 0.51 �.5.00 6.89 1.04 7.84 . 1.45 0.20 0.51 5.00 6.80 1,04 7.84 1.50 0.20 0.51 5.90 5.80 1.04 7.84 1.55 0.�0 0.51 5.00 6.80 1.04 7.84 1.60 0.19 0.51 5.00 fi.80 1.04 7.84 1.65 0.19 0.51 5.00 6.80 1.04 7,84 1.70 0.19 0.51 5,00 6.80 1.04 7.83 1.75 0.19 0.51 5.00 6.80 1,04 7.83 1.80 0.19 0,51 5.00 6.80 1.04 7.8� 1.85 0.19 0.51 5.00 6.80 1.04 7.83 1.90 0.18 0.51 5.00 6.80 1.03 7.83 1.95 0.18 0.51 5.00 fi.80 1.03 7.83 2.00 0.18 0.51 5.00 6.80 1,03 7.83 �.05 0.18 0.51 5.00 6.80 1.�3 7.8Z 2.10 0.18 0.51 5.00 6.80 1,0Z 7.8� Z.15 0.18 0,51 5.@0 6.50 1.0Z 7.81 2.20 0.18 0.51 5.00 6.80 1.01 7.8� Z.25 0.17 0.51 �.00 6.80 1.01 7.80 2.30 �.17 0.�1 5.00 6.80 1.00 7.79 2.35 0.17 0.51 5.00 6.80 0.98 7.78 2.40 0.17 0.51 5.00 6.80 0.96 7.75 � 2.45 0.17 0.51 5.00 6.80 0.95 7.74 2.5g 0.17 0.51 5.00 5.80 0.93 7.72 Z.�5 0.16 0.51 5.00 6.80 0.91 7.70 2.50 0.16 0.51 5.00 6.80 0.89 7.58 2.65 0.16 0.51 5.00 6.80 0.87 7,67 2.70 0.16 0.51 5.00 �.80 0.85 7.65 2.75 0.16 0.51 5.90 �.80 0.83 7.63 Z.80 0.1fi O.Sl 5.00 6.80 0.81 7.51 2.85 0.16 0.51 5.00 6.80 0.79 7.59 2.90 0.15 0.51 5.00 6.80 0.77 7.�7 Z.95 0.15 0.51 5.00 6.80 0.75 7.54 � 3.00 0.15 0.51 5.00 6.80 0.7� 7.52 3.05 0.15 0.51 5.00 6.89 0.71 7.59 3.10 0.15 0.51 5.00 fi.80 0.69 7.48 3.15 0.15. 0.�1 5.00 6.80 0.66 7.46 3.�0 0.15 0.51 5.00 6.80 0.64 7.44 �.25 0.15 0.51 5.00 6.80 0.62 7.42 . 3,30 0.15 0.51 5.00 6.80 0.60 7.40 3.35 0.15 0,51 5.00 5.80 0.58 7.�8 3.40 0.15 0.51 5.00 6.80 0.56 7.35 3.45 0.15 0.�1 5,00 6.80 O.SS 7.3� � 3.50 0.15 0.51 5.00 6.80 0.54 7.34 3.55 0.15 0.5� 5.00 6.80 0.�4 7,33 3.60 0.15 0.51 5.00 5.80 0.53 7.32 � " Page 3 � �ared 5tore in Temecu�a B-�.sum.txt 3.55 0.15 0.51 5.00 6.88 0.52 7.31 3.70 0.15 0.51 5.00 6.8� 0.�1 7.30 3.75 0.15 0.51 5.00 6.80 0.50 7.29 3.80 0.15 0.51 5.00 5.80 0.49 7.28 , 3.85 O.ZS 0.51 5.00 6.80 0.47 7.27 � 3.90 0.15 0.51 5.00 6.80 0,46 7,25 3.95 �.15 0.51 5.00 6,89 0.44 7.24 4.00 0.15 0.51 5.00 6.80 0.42 7.�2 4.05 0,15 0.51 5.00 6.80 0.40 7,20 4.10 0.1� 0.51 5.00 6.80 0.38 7.18 4.15 0.�5 0.51 5.00 6.80 0.36 7.16 4.Z0 0.15 0.51 5.00 6.80 0.34 7.14 4.Z5 9.15 0.51 5.00 6.80 0.32 7.11 4.30 0.15. 0.51 5.00 6.80 0.30 7.09 4.35 0.15 0.51 5.�0 6.80 0.28 7.07 4.40 0.15 0.51 5.00 6.50 g.25 7.05 4.45 0.1� 0.51 5.00 6.80 0.Z3 7.03 4.50 0.�5 0.51 5.00 6.80 0,Z1 7.0� 4.55 0.15 0.5� 5.00 6.80 0.19 6.99 4.60 0.15 0.51 5.90 6.80 0.17 6.97 4.65 0.15 0.51 5.00 6.80 0.15 6.94 � 4.70 0.15 0.51 5.00 fi.80 @.13 6.92 �.75 �.15 0.51 5,00 6.a0 0.11 �.90 4.80 0.15 0.51 5.0� 6.80 0.�8 6.88 � �.55 4.15 0.51 5.00 6.80 0.06 6.86 4.90 0.�5 0.51. 5.00 5.80 0.04 �.84 � 4.95 �.15 0.51 5.00 �.80 0.02 6.52 ' � 5.0a 0.15 0.51 0.30� 6.80 0,00 6.80 5.0� �.15 0.51 0.�0� 6.78 0.00 5.78 ' 5.10 0.15 0.51 0.30* 6.76 0.00 6.76 5.15 0.16 0.52 0.30* 6.74 0.00 6.74 �.20 0.16 0.52 �.30* 6.72 0.00 6.72 5.25 0.16 0.5� 0.�0� 5.70 0.00 6.70 5.30 0.16 0.52 0,30* �.69 0.90 6.69 5.35 @.15 0.52 0.30� 6.67 0.00 fi.67 5.40 0,16� , 0.53 0.30* 6.65 0.00 6.55 5.�5 0,16 0.53 0.30� 5.63 0.00 6.63 5.59 �.16 9.53 0.30* G.G1 0.00 6.61 5.55 � D.16 0.53 0,31* G.60 0.00 6.60 5.60 0.16 0,54 0.31* 6.58 �.00 6.58 5.6� 0.1� 0.54 0.31* 6,56 0.00 �,Sfi 5.7� �.1� 0.54 9.31* G.�4 0.00 6.54 5.75 0.1i 0.54 0.31� 6.53 0.00 6.53 5.89 0.17 0.54 0.31� 5.51 0.00 6.51 ' 5.85 0.17 0.55 d.31* �.�9 �.a0 fi.49 5.90 0.17 0.55 �.31� 6.47 0.00 6.47 5.95 0.17 0.55 0.31* G.4•6 �.00 fi.46 6.00 �.17 0.5� �.31* b.�4 0.@0 �.44 � � P�ge 4 � Jared 5tore in Temecula B-5.s�m.txt fi.05 0.17 0.5� 0.31� 6.42 �.00 6.42 6.10 0.17 O.SS 0.31* 6.41 0.00 6.41 fi.1S 0.17 0.56 0.31� 6.39 0.00 6.39 6.20 0.17 0.56 0.31* 6,37 0.00 6.37 � 6.25 0.17 0.56 0.31� 6.35 0.00 6.35 6.30 0.17 0.56 0.31� 5.34 0.00 6.34 6.35 0.17 0.56 0.31* fi.32 0.00 fi.�2 5.40 0.18 0.57 0.31� 6.30 0.00 6.30 6.45 0.18 0.57 0.31* 6,29 0.00 6.29 fi.50 9.18 0,57 0.31� 6.27 0.00 6.27 6.55 0.18� 0.57 0.31* 6.25 0.00 6.25 . 6.6� 0.18 0.57 0.31* 6.�4 0.00 6.Z4 6.65 0.18 0.57 0.31* 6.22 0.00 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CRRm Cyclic resistance ratio fram soils CSRsf Cycli� stress rativ induced by a gi�en earthquake (with user reqcaest factor ❑f safety} F.S. Factor of Safety against liquefaction, F.S.=CRRm�CSRsf S sat 5ettlement from saturated sands 5_dry Settlement from llr�saturated Sands S a17. Total Settlemer�t from 5aturated ar�d Unsaturated Sands NoLiq Nv�l�iquefy 5oils � � Page l3 Wa�er Quality ManagEmen�Plan[�IVQMP] ]ared jewelers � � App�ndix 4: Historical Site C�nditians Phase 1 Envrranmerrta!Srte Assessment ar Ot�her 1►aformcrt�on on Past 5ite Use � � -44- Site Canditions (Jared Jewelers Temecula� � The site is �vithin a de�eloped shapping center just noz�h of the Temecula mall on Winchestex Road. There is cu�ren��y a Mim�'s Cafe that will be demalished and replaced wi.th�he proposed Jared Jewelers bui�ding. A�l park2ng and infrastructure was pre�ious�y constructed with the origxnal developmen#of the si#e. 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Legend: �:-�. ' �, BMP Design Volume,Vsn,�, �Rev:a3-zaiz} z,�;���:��y:�,�'�;.F::=� CatGu�a�ed Cells (Note this worksheet shall o_ �ly�e used in conjunctian with SMP designs from the�.,ID BMP_Desi�n Handbo4k7 f................................ ..........._...._....... ....._........... ...... ........... . :............�.......... —....... ...._.... .............— .. Company Name ;Love Engineei•ing Date�4!].U12D I.� � Designed by 'Tom Lave ' CountylCity Case No;PA 16-U213 ' ....... ..... .. - _ - --�_ . Company ProJe�t NumberlName ;rared rewelers Drainage Area NumberlName i DIl : , ; ._. - --, Enter the Area Tributary fo this Feature AT=� 0.I3 `�acres 85t�'Percentile 24-hour Rainfall D� th from the Isah etal Ma in Handbook A endix E 5ite Location Township� TSS ; � Range; R2'L�V ; S�ctian' 17 � Enter the SS`h Percentile,24-hour Rainfatl Depth Dss y� �.�5 De�ermine the Effecti�e Impeivious Fraction , __. - _.. .. ....... . . - --- - -�-- - ............ Type af post-de��Iopment surface�o�er �Roafs - ,._..-----�--- ---- .- -- . -----_._...._._......_. .__ .__ -.------ --- (use pull down menu} _..._ .. ............ . : Effec�i�e Imperv�ous Fract�on X f=� �.00 ; � Calculate the compasite Runoff�veffi�ien�, C for the$MP Tributary Area Use the follow�ng equation based on the WEFIASCE M�thod C—0.858I 3- 0.7$Zf+0.774� +0.04 C ::;:<:�:`�;'0:`89''::�?`:,;T:�'� f f •,.� .2,-,. :.�.� Determine Design Storage�alume,V�� . •,:::.:::.: Calculate VU,the $S%Uni�5torage Valume Vv�Das x� Vu= :��;n`:76'�:�'�:�'''`;:':.�:: (in*ac}lac ,,-: Calculate th�design s�orage v�lume�f th�BMP,Vgi,,�. . VBn�rn�ft3)— �U�In-aclac}x AT(ac}x 43,560 (ft2lac) VBM�,=!:�.�::_<;r:��,.. [� .: - a x;;:��7�:k:=,:;':,•io��.��� C' 1 Z (inlft} No�es: � � BMP ID Requixed Entries Znfiiltratio�x Trench -Design Procedure Legend: �a���ated Cells � Compariy.Name: Love Eng i ne e r i ng Date: .�/l�1 l 7 Desi�ned b T Love Count�lCit��ase Na.: PAl,6;-0 2 l 3 � __ ......._�----____.._...w_.._..__...�..._._._...._�.� Design Vo�ume � -_--- Enfer the area tribu�ary to this feature,Max= 10 acres At 4 .13 acres Enter VBMP determined from Sec�ion 2.1 of this Handbook VB�= 3 5 9 ft3 Calculate Maximium Depth.of the Reser►�oir Layer Enter Infiltra#ion rate I� � inlhr Enter Factor of Safety,FS (unitless} FS� �. Obtafn frorra Table.1,�tppendix�5(: 'fn�ltration Testing"of this BMP�Iandbaok n= 44 % Ca�culate]]I. D�= I(inThr}x 72 hrs Di= l5 f� 12�inl�t}x(n 11 dD}x FS Enter depth to historic high groundwater mark(measured from finished grade� 3 5 ft Enter depth to top of bedrack or impernaeable Iayer(measured from finished grade} 3 5 � � D�is the smaller of: Depth�o groundwater- 1� �t; &Depth to impermeable layer-6 ft r}2; 3 5 � D�is the smaller�a�ue of D� and D�,must be Iess than or equal to S feet. DM,�= 8 ft Trench Sizing Enter proposed reservair lay�r depth DR,must be�DM,� DR= 1 � �alcula�e the des�gn depth of water,dW Design dw= {D�x(n114D} Design d� � •5 ft Minimum Surface Area, A5 AS� Va� A$= 144 ft� � dW Proposed Design Sux�ace Area Ao� z�5 �z Minimum VLTidth�DR+ � faot pea gra�el � ft Sediment Control Pr�vided?{Llse pulldown) Y Geotechnical report at�ached?{�Tse pulldawn} Y � lftlx tr�ncf,I�as been�lus��xd carrcc�ly.there shou3d he na�rror n�i�sa�t on the srrca�l�rr1: Riverside Courrly Besl Mc�nagemen!Prac�ice Design Handbook r.a�vua�Y 2o zo n�r PRELIMINARY DRAFT-SUB,IECT Td REVISION tNater Quality Management Plan[WQMP) ]ared]ewel�rs -� Appendix 7: Hydromodification Suppvr-i��ng Detai!Relating to complrance w�th the HMP Performance 5tandards � � -47- Genera! �11�ode� Inforr�a�iorr Project Name: Jared Jewelers � Site Name: Si�e Addr�ss. City: Report Dafe: 21912��6 � Gage; Temecula Valiey Data 5tart: 19741��1�� Data End: 2�111D9130 Timestep: �5 Minu�e Precip Scafe: �.00 Vers�on: 2015/06/05 P4C �hresholds Low Fiow Thresho[d for PDC�: �D Percent of the 2 Y�ar � High Flow Threshvld fflr P�C1: 10 Year � � � Jar�d.feweEers 2l9120�5 2:3�:34 PM Page� Larre�use Basin Da�a Predevelapec! Lat�d Use � DMA � Bypass: No GroundWat�r: No Pervious Land Use Acres Pervious Tofal 0 � Impervious Land Use Acres Roofi Ar�a D.16782 �mperviaus T��al n.16782 . Basin Totaf 0.'f 6782 Element Flows To: Surface i n�erflow �roundwater � � � Jared.lew�iers 2i912416 2:32:34 PM Page 3 1Vlitrga�ed Larrd Use D MA 1 � Bypass: No GroundWafer: No Perviaus Land Use Acres A,Grass,Flat�O-5°Io} �.�3352 Pervivus Total �.�3352 [mper►�ious Land Use Acres Roof Area �.�343 � Imp�rvious To�a! 0.�343 Basin Total �.'16782 Element Flaws To: 5ur�ace Inferflaw � Grounc�wa�er Trapezoida� Pond � Trapezoidal Pond � � � Jared Jewelers �191�U 1�2:32:34 PM Page 4 Routing E��rr�e�rts Predevelaped Rou�rng � � � .lared Jewelers ' ?l�12��6�:3�:34 PM Page 5 lV�rtigat�d Routingr Trapezoidal Pond � � Bottom Lengfih: 34.�4 ft. Bottom V1lidth: �.00 ft. Dep�h: 4 �fi. Volume at riser head: . �.4372 acre-ft. 5ide slope 'I: 2 To � Side slope 2: 2 Ta 1 Side slope 3: 2 To � Side slope 4: 2 To '[ Discharge Structure Rise�- Height: 3.5 ft. Riser Diame�er: 6 in. Eiement Flows To: Dutlet 1 Du�let 2 HydrauE�c Table Stage�ft} Area{ac} Volur�e(ac-��� D�scharge�c�s3 tn�'iit�cfs) a.0000 � 0.003 o.00a o.oao o.000 �.0444 o.ao3 0.000 o.noo o.00a �.oss9 0.003 0:0�0 0.000 0.000 0.1333 o.ao3 0.000 0.0�0 0.000 . o.��7s o.004 o.aoo o.oao o.o�a o,zz22 0.004 0.000 0.000 0.0�0 � o.��s7 0.00� o.00� o.000 o.000 � a.��� � 0.004 0.00� o.00a o.000 0.3556 � �.D�4 �.aD1 O.D�� �.D�� 4.4�OQ D.004 �.D41 4.��0 D.�D� �- 0.4444 4.�D4 �.0�� 0.�0� �.000 � �.4889 0,��5 4.402 Q.D�D 0.��� D.�333 �.005 D.D�2 �.OD4 �.4�� �.5778 �.n�5 Q.Q�2 0.�0� �.00� �.6222 �.4D5 D.�D2 4.��D �.��� �.6667 n.�05 �.�Q3 0.�4� Q.000 . D.7111 �.�05 �.�D3 �.nDO 0.�0� Q.7556 D.�a6 4.�03 Q.QQQ �.4�4 o.s000 o.00s o.00� o.o�o o.000 0.$444 � �.00s o.oa4 0.000 o.aoo o.ssss � o.00� 0.004 � o.000 a.000 0.9333 0.006� o.oa4 � . o.000 o.000 o.g77s o.00s �.00� a.00a o.000 �.o2zz o.oa7 0.005 0.000 �.000� 1.oss7 0.007 0.005 0.000 0.000 1.��� � o.00� o,oas o.000 o.000 �.��5s o.ao� o.00s o.oao o.o�o �.2ooa �.00� o.aas o.oao o.000 �.2444 o.00a o.�o� o.aao a.000 1.zsss o.00s a.00� o.o�o n.aoo �.3333 0.00� a.an� a.000 o.oao �.3778 o.ons a.00s o.ao� o.000 � �.4222 �.�08 �.�48 �.�GO 0.��� 1.4667 �.4�$ �.�DB O.nO� �.�0� �.51� 1 D.fl09 0.009 �.D�� 0.4�� � 1.55�6 O.OD9 D.��9 4.��� �.�n� Jared,�ewefers � �19120��2:3?:34 PM Page� �.s000 o.00g o.a�a �.000 o.000 �.�444 0.009 o.o1a o.000 o.000 �.sss� a.00g o.o� 1 0.000 0.000 � �.7333 0.0�o . o.o� � o.000 o.000 1.77�s o.01� v.v� � o.aoa o.000 �.s�22 0.0�o � o.oi z o.000 o.00� �.gs67 o.a�o o.o�� o.000 o.�oo �.s��� o.n�o o.o�3 �.000 o,000 �.955G a.o� � 0.01� �.oao o.000 �.o�oo 0.01 � o.o�4 0.000 0.000 � 2.D444 0.0� � o.a�4 0.000 0.000 �.o�ss o.o� � o.o�� o.00a o.000 z.�333 0.0�2 0.0�5 o.oao o.00� z.�7�a o.o�z o.oi s o.000 o.000 2.2z22 0.0�� o.o�s o.o�o o.000 z.2667 o.n�2 0.0�� o.000 o.00a 2.3�� � 0.0�2 o.o1s o.000 o.00a z.3��s a.o�� 0.01 s o.ao� o.00fl �.40�� 0.013 0.0�s o.000 o.000 2.4444 �.4�3 �.D�9 �.��0 Q.ODO 2.4889 4.�13 �.02� 0.��� �.�4� 2.5333 �.0�3 Q.�2� �.000 D.�Q� 2.5778 �.��4 D.02� �.�QD O.�QD 2.�222 �.014 �.�22 �.QDD �.0�� 2.6667 4.�14 0.022 �.�0� D.��Q 2.71� � O.n�4 �.�23 4.000 �.�00 2,755� �,4�5 �.�24 �.0�0 �.0�� 2.s000 O.n�5 �.4�4 O.O�Q 4.�00 2.8444 0.�1� 4.425 �.�Qa �.�n� � 2.8889 �.Q�5 D,�26 D.�QD O.000 2.9333 Q.��G O.Q27 D.��O D.000 2.9778 D.015 �.�2? 0.0�0 �.��0 3.�222 �.Q�6 O.D28 �.�D� 4.4�� 3.�867 4.n16 0.�29 D.4�� D.000 3.111 � 0.0�7 4.�3� 0.000 D.00a 3.155� Q.a�7 D.D30 �.�QD O.Qpp 3.2�Q� �.017 0.�3� �.QD4 �.OQD 3.2444 �.��7 0.032 �.��Q D.QQQ 3.2889 0.��8 �.433 0.��� Q.a�� 3.3333 �.��8 D.�33 O.D�O 4.��0 3.3778 �.�1 S �.D34 O.D�� �.D�n 3.4222 0.��8 D.�3� D.�Q� �.O�D 3.4�67 �.0�9 �.Q36 �.�00 �.000 3.51�� 0.�19 �.�37 n.406 �.0�� 3.555G �.D19 0.038 D.�68 n.��� 3.6��� �.��9 �.�38 4.160 �.�00 3.5444 �.�20 D.439 0.255 �.Q�Q 3.6889 Q.Q2� �.04� �.332 0.�00 3.7333 �.020 � 0.�4� �.378 �.000 3.7778 4.�2� 4.042 0.415 � �.000 3.8222 �.02� n.�43 �.447 n.D00 3.8557 �.�21 Q.Q44 �.476 D.a44 3.9�11 n.��1 D.�45 0.5�4 �.�Q�� 3.9�56 4.�2� 0.446 �.53� O.OD� � 4.0000 �.022 Q.Q47 -0.556 �.000 4.0444 �.Q2� �.�48 �.58� �.000 .�ared Jewelers 21912��6�:32:34 PM . Page 7 Ar�a��sis �esUl�s P�� 7 � :.n ................. ... • �-..........I.......� ...... . ........ ...... .. . a.a • 0.27 -.____..�.._._._. ____.._..._............ _.._......__._____.____ ufAii+re,PYoba�i�j+ s ....,.... - __ - � ,.,�...... .. .. ...E.... i I .F....... 1 i ; I q � : � � ; ' ' �+'�`• � � ; ; ���. � ._....�._._._._._....._._.............._............w:._..._._......:..m...... , � w Rzs ._.—. �� ....... a., .• . ... . i......! .......... .. ......i..._._ v., � V G� � ' 3 ' � � j I � N � . . � � 3 • � � � � I 0.14 -�--- �. ' ; � u.u� .......................:..............:.............. ..... ...._....._...._.:..........?..... �• -'' -• - - € o.a� ..� � � ��,�,.�"`" � { -�..._ � 0.08— � 3 *+. , ` � � ' ; � aaas —:�.f,N.x�r."x � ��1--- �•-_.._....� �...�.;� s.�: +�� __�__�_ 1 f I I a0 10C•5 1�E-d i0E•3 l0E•2 i0E•1 1 10 1�0 � � � � � ? 0.CWk @.CdCi P�rc�nt`i'Fm� Exa��dfrr� 4.S 1 7 S lF! 19 ,� 50 7G W 4] SS � 94�9b i + Prede�eloped x I�itigated Predevelaped Landuse Totals for P�C #1 Total Per�ious Area: 0 T��aE Impervious Area: Q.��7�32 Mitigated Landuse Tatals for PQC #1 T�tai Peruious Area: � �.�3352 Total !mperviaus Area: �.�343 Ffow Frequency Method: Cunnane :, Flow Frequency Return Periods tor Pr�de�Lla�ed. P�G #� � :� Ret�rn P����d ,� Flaw����� .- .:; � � ye�r _ 0.16�5� = 5 year � �.��1547� �0 year �.2G847� 25 year 0.29824� Flov�r�Frequ�ncy Return Periods tor Mitiga�ed. P�C #� � Return Period Flaw�c�s� 2 year �.�2�D24 5 year �.155224 �D y�ar 0.�82933 25 year 0.2264� , � . , . � . , � Jared J�welers 21912Q�6 2:3�:34 PM Page S Dura�ifln Ffo�s The Facility PASSED � F Iow�cfs} Prede� M it Percentage Pass�Fa i I �.�170 6941 4293 62 Pass 4.4�9� 53�1 362� 58 Pass �.�22� 453� 2972 65 Pass D.4245 3871 2564 �6 Pass �.�271 3348 2�8� 65 Pass O.n297 3133 1962 B2 Pass �.0322 2734 1�45 55 Pass 0.�347 2�2� 1392 G5 Pass � D.�373 �75D �227 7� Pass � �.4398 �648 � 11� 67 Pass O.D424 1495 9�5 G1 Pass 4.�449 1351 832 51 Pass �.0474 �239 730 58 Pass 4.45�� � 166 � 67� 57 Pass � D.�525 987 585 59 PasS �.�551 934 511 54 Pass 4.�576 8�4 475 58 Pass D.0601 743 42D 56 Pass 4.OG27 7�8 335 4� Pass �.D652 �46 29� 45 Pass �.0578 548 279 �� Pass 0.�7n3 4�� 249 52 Pass �.0728 382 237 62 Pass 0.n754 3�3 2�� 58 Pass � 0.�779 3�1 �93 54 Pass � �.0805 32� �G1 50 Pass n.�83� 272 151 55 Pass 0.�855 240 �41 � 58 Pass �.088� 229 125 54 Pass �.�9�6 21� 116 53 Pass �.�932 198 95 47 Pass �.n957 �89 87 46 Pass �.0983 159 76 44 Pass �.1008 �6� 73 4� Pass n.1 Q33 �45 �8 4G Pass �.1 D59 �44 63 43 Pass �.��84 126 58 4G Pass 0.1 �1 n �22 55 45 Pass D.� �35 114 45 39 Pass � �.� 160 �D8 42 38 Pass - 0.1 �86 85 42 49 Pass 0.12�� 77 4� 5� Pass � 0.1237 73 38 52 Pass n.12�2 72 32 44 Pass . D.1287 �7 �9 43 Pass �.1313 64 26 40 Pass �.1338 �7 25 43 Pass �.�364 49 24 48 Pass �.1389 49 24 48 Pass � 0.1414 47 23 48 Pass 0.144� 46 23 5D Pass �.�465 44 19 43 Pass 0.�4�� 39 �9 48 P ass Jared Jeweiers ?_Ip120`[6�:33:�7 PM Pag�9 0.15�5 38 �7 . 44 Pass �.�541 34 �� 4? Pass 0.�567 3� 16 �� Pass �.�592 31 14 45 Pass � 4.�6�8 30 14 46 Pass D.1643 3� �� 36 Pass 0.1668 29 � � 37 Pass 4.�694 . 26 11 42 Pass D,�719 2� � 1 44 �ass �:�745 23 �0 43 Pass a,1770 22 9 40 Pass 0.1796 22 9 4Q Pass 4.�82� 22 7 3� Pass 0.�846 �� 5 23 Pass �.�872 i G 5 31 F'ass �.�897 �4 � 5 35 Pass 0.�923 12 4 33 Pass D.1948 11 4 36 Pass �.1973 1 � 4 36 Pass n.�9�9 �0 4 4� Pass D.2424 7 4 57 Pass �.205a 7 � 57 Pass � 0.�q75 7 4 5? Pass �.2�4U � 4 � 66 Pass . �.2�26 6 4 �� Pass fl.2��1 5 4 56 Pass 4.2177 6 4 6� Pass � �.2202 6 3 5� Pass D.2227 6 3 50 Pass � D.2253 6 2 33 Pass �.2278 6 2 33 Pass 4.2304 6 � 33 Pass D.2329 6 2 33 Pass D.2354 G 2 33 Pass �.2380 6 2 33 Pass 0.2445 � 1 �5 Pass �.243� � � �5 Pass - 0.2456 6 � 1 �6 - Pass n:248� 6 1 16 Pass �.2�07 6 � �� Pass 4.2532 G � 16 Pass � 0.2558 6 1 16 Pass 0.2583 5 1 2D Pass �.2508 5 � 24 Pass � D.2634 5 � 2� Pass �.2G59 5 � 2� Pa�s �.2585 5 1 2Q Pass � . Jared Jewelers 21912��6 2:33:�7 PM Page 1 n VIlat�r Quality � �� � � � � J�red.lewefers 219I2��6 2:33:27 PIVI Page �1 Ra�ional �/1etf��a► Data for Rational Method is not a�ailable. � . 1 � � Jare�JeweEers 2191�0�6 2:33:27 PM Page 12 l�Ilodel Defar�l� �Ilac�if�catiorrs To�al of � changes have been made. � PFRLII�D Changes . 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'] <+F°�:.. .I� ..F ,(.. ..».:..,��..}.[.•.>.....r..�..., :,.;�. .••:..-. .. �: ..i ,.�r.. '��.: .e�<.,.t-;x :€i3:e:'�:'°::':?:�:...•.'.'° .: ... . .. .I......x;�..z . .,.t..,.... },. � ,. ,. ..:...... ......_.i.r�s,.�,....z..,,....,�,..,.,,t....£.s...,i i.�... ..5s;�;.ee,�e,. �c��:�a:;' f.S: :�S''r,��.� ::s:% :�t:: ..r.. ..��.:t::., al::"<`:'-:.� ':a... a .5 .�s,. .£.. ..a:: ":� ���. :a.. '.e:�Y`�✓v•s` x� ..ca. .t...s...��. �.r�. t.i.. 3 ..,. ..,.e.,{ ....,.,..,�......e.,..,y..n._. .. ..e.x.<<..a......:.:.. ..•e......e...... .. � ..•.....a• ......,;.., �: .: .:.3.. ..f'.. .:i�:: ..1..':t':i:xi: . :.. . . .�...........C. ':i r, e " e: .. � . .. .5...'S .e ... .�:.:':�..::...;...�::i � wared�l�w�l�rs � 2l5I�Q��2:33:�7 f'k�Jl � Page �5 Pr�developed UC! file • RT7N GLOBAL � WWHM4 model simulation START 1974 l0 fl1 END 2a�.�. Q9 3� RUN xNTERP 4UTPUT LEVEL 3 d RESLTME Q RUN 1 L]NIT SYSTEM 1 END GL4BAL � FILES ' �Fzl.e� �C7n#� �-----------Fi�.e Name----------------------..��........��**�r �-zn-� **� WDM 26 Jared Jewel.ers.wdm MESS❑ 25 PreJared Jewelers.MES 27 PreJared Jewelers,LG1 28 PreJared Jewel.ers.L62 30 POCJared Jewel.ersl.dat END FxLES QPN SEQUENCE . 2NGRP xNDELT a D:�.5 � IMPLND 5 C�PY 5al D�SPLY �. END INGRP END OPN SEQUENCE DZSPLY ' , DTSPLY--INFQ�. # - #�.........._____Title----------------�-���*TRAN PIVL DIG1 FIL7. PYR DTG2 F�L2 YRND 1 DMA 1 MAX 1 2 34 9 END DxSPLY-�NF41 END DISPLY COPY , � TIMESERTES # - # NPT NMN *** 1 l l 5Q�. 1 1 END TIMESER�ES END CaPY GENER � � � �PCODE # # �PCD *** END �PC�T7E PARM # �# K *�* END PARM END GENER � PERLND GEN-ZNFQ � �PLS ��-------------Name------------�NBLKS Unit-systems Print�r *** # -- # User t-series Engl Metr *** i.n out *** END GEN--2NFQ *** Section PWATER*** ACTIVxTY �PLS � ************* ACtivE? Sections ***************************** ' # - # ATMP SN�W PWAT 5ED PST PWG P�AL MSTL PEST N�TR PHQS TRAC *** END ACTI�TTTY PRINT-TNF� �PLS � ***************** Print-flags ***************************** PZVL PYR # - # ATMP SN4W PWAT SED P5T PWG PQAL MSTL PEST NTTR PHOS TR.AC ********* END PR�NT--xNF4 � PWAT-PARMl �PLS � PWATER variable manthly parameter value flags *�* # - # CSN� RTOP UZFG VC5 WZ STNN VZFW �TrRC VLE �NFC HWT *** �lared�ewelers 2i9I�016�:33:27 PM Pag� 16 ENT3 PWAT-PARNf 1 PWAT--PARM2 �PLS � PWATER input infv: Part � *** � # - # ***FqREST LZSN INFZLT LSUR SLSLTR KVARY AGWRC END PWAT--PARNI2 PWAT-PARM3 �PLS � PWATER input info: Part 3 *** # - # ***PETMAx ' PETM�N INFEXP �NF�LD DEEPFR BASETP AGWETP END PWAT-PARM3 PWAT-PARM4 �PL5 � PWATER input� znf o: Part 4 *** # - # CEPSC UZSN NSUR TNTFW �RC LZETP *** END PWAT-PARM4 MQN--LZETPARM �PLS � PWATER input info: Part 3 *** � # - # JAN FEB MAR APR MAY JUN JCTL AC7G 5EP QCT N�V DEC *** END MQN-LZETPARM . MON-TNTERCEP �PLS � PWATER input i.nfo: Part 3 *** # - # JAN FES MA}.Z APR MAY �TCTN JUL AUG SEP �CT NDV DEC *** END M�N-TNTERCEP PWAT-STATEI �PLS � *** Initial canditions at start of simulation ran from 1990 to end vf 19g2 �pat 1-11-95} RUN 2�. *** ## -- � *** CEPS SURS UZS �F'ti�TS LZS AGWS GW�1'S �END PWAT-STATEI. END PERLND � TMPLNT7 , GEN--xNF� �PLS ��------------Name-------� Unit--systems Printer *** � # - # User t-series Fng1 Metr �*� in aut *** 5 Roof Area �. 1. 1 27 a ENU GEN-xNF4 *** Sec�xon IWATER*** ACT�VTTY ePLS � ******k****** Activ� Sections ***********�***.*�************ # - # ATP�IP SNQW xWAT SLI3 TWG IC.�AL *** � 5 a 0 �. Q D 0 END ACTTVTTY ' PRTNT-INFO �TLS � ******** Print-�l.ags ******** P�VL PYR # - # ATMP SNaW �WAT SLD �WG xQAL ********* 5 0 0 4 � � Q 1 9 ENi} PRZA7T-�NFD IGdAT-P�RMZ � �PLS y TWATER variab�e monthly parameter value flags *x* � -- # CSN� RT�P VRS VNN RTLI **� 5 Q U Q d fl END ZWAT--PARMl ZWAT-PARM� �PLS � TWATER input in£o: Part 2 ***, ## - #� *** LST7R SLSUR NSi�R RETSC 5 lQ0 . O.a5 � �.l Q.7. , • END IWAT-PARM2 - . � IWAT-PARN3 �PLS � ZWATER input xnfo: Part '� *** # - # ***PETMAx PETMZN 5 0 Q . END ZWAT-PAP.NI3 � Jared JeweEers . 21�12�1 S�:33:��' PM Page 17 ZWAT-STATE� ¢PLS � �** znitial eonditions at start of simu�ation � # -- # *** RETS ' SUR.S � � � � END IWAT-STATEI END IMPLND SCHEMATIC ' �--Source--� �----Area---� �-Target-� MBLF� *** ¢Name� # r-�actor--� �Name� # Tb1.# **� DMA �*** IMPLND 5 p.�.67$� C�PY 5�1 �.5 *****�Routing****** END SCHEMATIC NETW4RK �--Volume--� �-Grp� �-Member-��----Mu�.t--�Trax� �-Target vals� ¢--Grp� �-Mem�aer-� *** �Name� ## rName� # #�-factor-�strg �Name� # # ¢Name� # # *** COPY S�1 4�C7TPUT MEAN 1 1 48.4 DZSPLY �. �NP�]T TZMSER 1 r-VvZume-� r-Grp� ¢-Member--��--Mu2t---�Tran �-Targ�t vols� �--Grp� �-Member-� *** rName� ## �Name� # #�-fa�tor--�strg �Name� # # �Name� # # *** END NETW�RK RCHRES GEN-TNF� RCHRES Name Nexits �7nit Systems Printer *** # - #�------------------��------� User T--series Engl Metr LF�FG *** xn out *** END GEN--ZNFQ � *** 5eetion RCHRES*** �J ACT�VITY �PLS � ******�****** Activ� Sectians ******��********************* # - # HYFG ADFG CNFG HTFG SDFG G�FG QXFG NUFG PKFG PHFG *** END ACTTVITY PR�NT--INF� • �PLS � ***************** Print--f].ags ******************* PxVL PYR # -- # HYDR ADCA CONS HEAT SED GQL nXR� NUTR PLNK PHCB PIVL PYR ********* . END PRTNT-�NF� HYDR--PARMl RCHRES Flags for each HYDR 5ectxon *** # -- # �1'C A1 A2 A3 ODFVFG for each *** �DGTFG for each FLTNCT for ea�h FG FG FG FG possible exit ' *** possible exit possible exit � � � x * * � x � � * * * � **�r ' END HYDR-PARM1 HY�R-PARM2 � # - # FTASN� LEN DELTH STCOR KS DBSQ *** C-_--..---7C--------]C-_....____�C____....�..�C--------]C---------7C-_______� *�F* END HYDR-PARM2 HYDR-INTT RCHRES Tnitial conditions for each HYI�R section *** # - # *** VOL Ini,t�.aJ. va].ue of C�LTND �nitial value of �UTDGT *** ac-ft far each possi3�Ze exi.t for each possible exit C--------7C-----.......� C---7C---7C---7C__..�C..__] lr�kk C......][---]C-__�C.._..�C...._� END HYDR--ZNZT END RCHRES � SPEC--ACTxQNS " END SPEC--ACT2QNS FTABLES � ' END FTABLES Ja�-ed Jewe[e��� 2i912016 2:33:27 PM Page 18 ExT sovRCEs . r--�1'alume-� �Member� 5sys�gap�--Muli:--�Tran �-Target vols� �-Grg� �--Member--� *** �Name� #� �A�ame� # tem strg�-factar-�strg �Name� # # �Name� # # *** � WDM 2 PREC ENGL l ,PERLND �. 999 EXTNL PREC WDM 2 PREC ENGL 1 IMPLND 1 999 EXTNL PREC WDM 1 ESTAP ENGL 1 PERLND 1 999 EXTNL PETxNP WDM 1 EVAP EN�L �. IMPLND �. 999 EXTNL PET�NP END EXT S�URCES EXT TARGETS � �-Val.ume--� �-Grp� �-Member-��--Mu1t--�Tran r-Volume-� �Member� Tsys Tgap Amd *** , �Name� # �Name� # #�-factar-�strg �Name� # rName� tem strg strg*** COPY 501 �TITPUT MEAN �. 1 48.4 WDM 5�x FLDW ENGL REPL END EXT TARGETS MASS-L�NK �Volume� �-Grp� �-Member-��----MuZt---� �Target� �-Grp� �-Member-�*** �Name� �Name� # #�-factor-� �Name� �Name� # #*** MASS-L2NK 1.5 �MPLND IWATER SLTR� 0.483333 COPY ZNPUT MEAN END MASS-LZNEC l5 � END MASS-L�NI€ ENI7 RUN � � � .lared�l�welers ' 21�I2D1G�:33:27 PM Page i9 lV1i�r'ga�ed UC1 �'r!e RCTN GL�SAL , � WWHM4 model simu�.ation START 1974 lQ Ql END 201.1 �9 3� RUN xNTERP DUTPUT LE�TEL 3 0 RESUME d RUN 1 UNTT SYSTEM 1 END GLOBAL FTLES �File� rT7n#� �-----------Fa.le Name----......----------------..�..----�*�r* r-ID-� *** WDM 25 Jared Jewelers.wdm MESSLT 25 MxtJared Jewelers.MES �7 MitJared Jewelers.LGl 28 � MitJared Jewel.ers.L62 � 3� PQCJared Jewe7.ersl.dat END FxLES �PN SEQUENCE ZNGRP TNDELT �Q:15 PERLND 9 IMPLND 5 RCHRES 1 � ' C4PY �. CDPY 501 DTSPLY 1 END �NGRP � END �PN SE�LTENCE DISPLY D�SPLY-xNF�x # - #�----------Tit1e-------------__---�***TRAN PTVL DIG� FIL� PYR DIGZ FIL2 YRND 1 Trapezoidal Pond l . MAX l 2 3� 9 � END DISPLY-INFO�. ENl7 DZSPLY C�PY TIMESERIES # -- # NPT NMN *** 1 1, x 5�1 7. 1 END TTMESER�ES END C4PY GENER DPC4DE # # ❑PCD *** END OPC�DE PARM # # K *** END PARM END GENER PERLND ' GEN-ZNF� ¢PL5 ��-------Name----------�NBL�{S U'nit-systems Printer *�* # - # LTser t--seri.es Eng7. Metr *** in out *** 9 A,Grass,F1,at�Q--5�] 1 �. 1 1 �7 0 END GEN-INFO *** 5ection PWATER*** ACT�ZIITY ' ¢PL5 � ****�******** Active Sectioxa.s ***************************** # - # ATMP SNOW PWAT SED P5T PWG PQAL MSTL PEST N�TR PHQS TR.AC *** � o 0 1 a o o a a o a o 0 END ACTZVITY � PRZNT-TNF� �PLS � ***************** Prant--flags ***************************** PIVL PYR # - # ATMP SNOW PWAT SED PST P�iiTG PQAL MSTL PEST N�TR PH�S TRAC ********* Jared J�wel�rs �l91201��:33:�7 PM Page 2❑ 9 � Q 4 0 � 0 0 Q Q d Q d I 9 END PRTNT-�NF� PWAT-PARM1 � � �PLS � PWATER variable monthly parameter value' flags *** # - # CSN� RT�P UZFG VC5 V[3Z VNN �T�FW VIRC 'LTLE zNFC HWT *** 9 Q fl a 1 p � 0 v x 0 0 END PWAT--PARM1 PWAT--PARM2 �PLS � PWATER input info: Part Z *** # - # ***FOREST LZSN TNF�LT LSUR SLSUR KVARY AGWRC 9 � 5.�2 0.09 4a4 �.45 0.8 Q.955 END PWAT--PARM2 PWAT-PARM3 �PLS � PWATER input a.nfo: Part 3 *** # - # ***PETMAX PETM�N INFE�P ZNFILD DEEPFR BASETP AGWETP 9 40 35 2 2 d.�2 4.�3 0 ENL� PWAT-PARM3 PWAT-PARM4 �PLS. � PWATER input i.nfo: Part 4 *** # -- # CEPSC �TZSN NSUR INTFW IRC LZETP *** 9 � 0.8 0.25 4 Q.7 � END PWAT-PARM4 M�N-LZETPARM �PLS � PWATER input irr.fo: Part 3 *** # - # JAN FEB MAR APR MA� JLTN JU�, AUG SEP OCT N�V DEC *** 9 D.4 �.4 �.4 Q.4� �.5 0.55 Q.55 �.55 D.�5 0.55 0.45 �.4 � END MON-LZETPARM MQN--ZNTERCEP � _ ¢PLS � PWATER a.nput info: Part 3 *** # - � # JAN FEB MAR APR MAY �TLTN JUL AUG SEP �CT N�V DEC � *** � 9 a.7.2 fl.12 O.12 d.11 4.1. �.1 0.�. Q.�. 4.1 a.l �.11 O.12 , END M�N--xNTERCEL� � p . + WA�.--S TATE 1 �PLS � *�'* Initial conditior�., at s�art of simulation ran fram Z990 to end ❑f 1992 (pat 1-11-95� RUN 21 *** . # - # *** CEPS SIIRS �]'Z5 IFWS LZ5 AGWS GW�IS 9 Q 0 O.Q1 D a.5 0.3 Q.Q�. END PWA'.�-5 TATE�. END PERLND IMPLND GEN-INFD rPLS ��-------rlame�------� LTnit--systems Printer *** # -- # User t-serxes Engl Metr ***' in out *** 5 Roof Area �. 1 1, 2 7 0 END GEN--ZNFO *** 5e�txon xWATER*** ACTTVTTY �PLS � *��**��*��x*�r* P,ctive 5ectxons **�*�r*��*�**�xx**�r x��r*�r**�t�c*�t�c # -- � .A.TMP SNnW IWAT SLD TWG ZQAL �** 5 Q Q 1 0 0 Q END ACT�VITY PRINT-ZNF� �ILS � ******** Print-flags �*x***x* rTVL PYR , �r -- # P_Tt+fP 5N04d IWAT SLD IWG xQAL k*****�** 5 Q Q 4 � D 0 1 9 END PRTNT-TNFfl � ,ZWAT-PARM1 ¢PLS � IWATER variable mor�thl,y �arameter value flags *** # -- # CSND RT�P VRS V1VN RTLT *** 5 D Q Q A 0 J�red Jeweiers �131�a1 fi 2:33:27 PNi Page 2� END xWAT-PARMl ' xWAT-PARM2 �PLS � xWATER input info: Part � *** � # - # *** LSUR 5LSC7R NSUR RETSC 5 l00 • Q.fl5 0.1 Q.l END TWAT-PARM2 IPi�TAT-PARM 3 �PLS � �WATER xnput info: Part 3 *** � # - # ***PETMAX PETMxN 5 0 � ENT] xWAT-PARM3 TWAT-STATE� �PLS � **� In,ita.al conditions at start of simulation # - # *** RETS SURS 5 Q D END xWAT-STATEl END TMPLND SCHEMATIC �-Sour�e--� ¢--Area--� �-Targ�t-� MBL� *** �Name� # �--factvr--� �Name� # Tbl# *** � DMA Z*** PERLND 9 � 0.0335 RCHRES I 2 PERLND 9 �.a335 RCHRES 1 3 IMPLND 5 0.1343 RCHRES x 5 ******Rvuting****** PERLND g D.�335 C�PY l 12 xMPLND 5 0.�.343 COPY 1 l5 PERLND g Q.�335 C�PY l 13 RCHRES l � �. C�PY 5 0]. l6 � END SCHEMATTC NETW�RK �-Volume--� �-Grp� �-Member--��----Mult----�Tran �-Target vals� �--Grp� r-Member-� *** �Name� # rName� # #�--factor--�strg �Name� # # �Name� # # *** �OPY 50� QUTPUT MEAN 1 1 48.4 DISPLY l xNPUT TxMSER �. �-Volume-� r-Grp� �-Member--��---Mult----�Tran �-Target vols� �-Grp� �-Member-� *** � �Name� . # �Name� # #�--factor--�strg rName� # # rName� # # *** END NETWORK RCHRES GEN-�NF4 RCHRES Name Nexits Un�.t Systems Printer *** # _ #C___-----.._......_____�C__�� user T-series Eng1 Metr LKFG *** in out *** l Trapezaidal Pond-008 l 1 1 1 28 a 1 END GEN--xNF4 *** Sectian RCHRES*** ACTZVxTY �PLS � *�x x*��r*�t�**** Active 5ecti�nS *�**�**�*��*�*��x**��*�**�x�r*�x�x � -- # HYFG ADFG CNFG HTFG SDFG G�FG ��FG NUFG PKFG PHFG *** 1 1 � � Q D 0 0 Q � D END ACTxVxTY PRTNT-INF� ' �PLS � ************�*��* Print-flags ******************* PIVL PYR � # - # HYDR ADCA CONS HEAT 5ED GQL q�€RX NUTR PLNK PHCS PI�TL PYR ********* x 4 � Q a � Q � fl � Q 1. 9 END PR�NT--zNF� HYDR-PARMl �Iared Jewelers 21912D16 2:33:27 PM Page 22 RCHRES Flags for each HYDR Section *** # - # VC A1 A2 A3 ODF�FG for each *x* ODGTFG fvr ea�h FUNCT for each FG FG FG FG possible exit **� possible exit possib�e exit * * * * * � * * * * * * �x � **� � 1 Q � Q Q 4 0 � 0 � Q Q � 6 0 � 2 2 � � END HYDR-PARM1 HYDR--PARM� # - # FTABN� LEN DELTH STC�R �S L7B5� *** C-......--]C---------7C-----..._..]C----��..-7C--------7C...._____..]C--------7 ir�,F* l 1 a.��. Q.0 O.d �.5 O.d END HYDR-PARM2 HYDR-�NxT RCHRES xnxt�.al condit�.ons �vr each HYDR section *** # - # *** VOL Initial value ❑f C4LZND Initial val.ue ❑f �IITDGT **� ac--ft for each possible exzt for each poss�.ble exit [-------7C---------�-7 C----7C---7C----]C---]C----] **� C---]C------]C---]C---]C�----] . �. 0 4.o a.v o.o o.o o.o o.o �.o o.o o.o o.a ENI.3 HYDR-INTT END RCHRES SPEC-ACTI4N5 END SPE�--ACTxQNS FTABLES FTABLE 1 9]. 4 Depth Area Volume Dutt�.ow1 �Telvcity Trave�. Time*** (ft� {acres� tacre�-ft� �c�s} �ftlsec} {Minutes} *** a.00aaav a.Q03444 a.00a000 4.a4oaoa O.d44444 C1.��3587 �.��Q15o d.OQQQOQ � �.0$$889 �.OQ3732 D.a�0319 O.QOOap4 '� �.133�33 �.fl[�387� �.40Q488 Q.�O�aOfl . : 0.177778 �.Q�4D27 �.i700664 O.ddQOQQ -i. 0.22��22 D.�Q4176 �.0�0£346 �.�GDODn , � � D.2�65G7 �.4�4327 �.[J�1d35 O.QQa�Q� . . 4.3x1111 �.OQ447g 4.��123�. O.ti000aQ �.355556 0.�44533 4.fl�1433 O.00O�aD 0.44a��Q O.afl4788 a.QQl64� D.�Oti000 fl.4444�E4 4.0�4945 O.Oal85g �.40�D�� 0.48$8$9 0.0�5103 O.ap2D8� 0.40D�flQ . a.533333 Q.Q4526� Q.Q02312 Q.QD�OQ� Q.57777$ Q.DD�423 �.002550 O.��aQQ� 4.522222 4.�D5586 �.0�2794 D.aQ0�40 D.665657 Q.Q0574� D.0�3Q45 O.�QQDa� � �.7117.11 Q.6Q597.5 D.�D33�5 a.Oa�40� �.755556 Q.a���82 �.QD3572 a.00�QQQ �.8Qfl�40 0.0�6250 Q.Q�3846 D.QO�Ofl� � , �.8444�4 �.046419 O.aa4�.�8 �.4Q40�� 0.88$8$9 �.0�&591 fl.��4417 Q.��4��0 , 0.933333 Q.�46753 �.n�4713 O.00OQDD Q.977778 0.4a6937 Q.�Q5D�.8 �.O�O�Q� . 1.Q22��2 Q .DQ7l�.3 Q.Q0533Q d.Dd0004 1.D66667 0.�07�9� a.DQ5654 4.�Q�4d0 - 1..111x�.1 0.Q07468 0.�a5978 0.�0�444 �.155555 ti.a076�8 �.��5314 O.QO�ODQ � 1.2�Q040 O.OD7829 fl.a05558 a .a�D0�0 1.244�4� �. �DStll� 0.Ofl7�l� fl,f�QdQ44 1.288889 �.0�8196 D.OQ737� 4.�O��QC 1.333333 4.44838� �.0�7739 4.J��QnQ 1.37777� �.Qp$,�� D.��81x5 G.�Q�OOD � 1.422��2 O.QQ87a7 O.Q485�0 Q.�O�ODO �..�#fG��7 0.Q089�7 0.008$g4 ��7.GDO��Q 1.51�.�.1� a.�091.39 �.Q09295 0.Dfl000� 1.�5555u �.�09332 Q.n09705 D.ODaO�Q 1.5a0a0D Q.�Q9525 �.��0125 �.Q�0000 � 1.644�44 0.069'72� 0.01Q553 Q.�40��� • 1.6$$8$9 0.Oa99�.9 0.O�.a9$9 Q.�4flQ0� 1.733333 �.D1�17.8 d.�11435 ❑.4p04�4 1.77777$ �.�}1�31.$ D.D11889 O.�OO�Q❑ �..�22222 Q.d�.45�0 0.�1235� O.ODOOQQ .larecf Jew�iers 2191���6�:33:�I F'M Page 23 1.865567 O.��D723 O.O12824 4.fl�4��Q 1.911�11 Q.��D927 O.d13305 a.�Q4�Q0 1.955556 Q,�11133 O.Q�3795 O.�QQDQ� 2.O�Q�4� D.��13�1 0.024295 �.oavoaa � 2.044444 a,Dlx55fl fl.0148�3 �.QaQQQQ 2.D88889 �.O1�76� Q.��5321 O.dOti000 2 .133333 O.O1�972 Q.��5849 �.QO�Qa� 2.�77778 0.412185 O.O16385 Q.a�4D�4 2.222222 �.�124�D D.D1�932 O.O�QQQO 2.266667 �.D126x� d.�17488 Q.O�Q04D 2.311111 �.a12$33 D.�18�53 a.flDOQD� 2.355556 0.0�3�52 Q.4x86�9 O.00aflO� 2.4dOti00 O.Q�3273 �.419214 a.00aDQ� �.444444 O.Q�34g5 �.Dx9$08 O.Oa04a� 2.488889 O.Q�3718 �.02D4I3 0.4Q��0� �.533333 �.��39�3 �.021028 O.QQDa�� �.577778 a.�14�69 �.021�52 O.4QDQaQ 2.622222 Q.�14397 4.fl22287 0.6a4Q�Q 2 .556667 Q.Q146�5 D.D22932 O.QQQOQ4 2 .7x1111 O.O14857 D.�235$7 d.000DQa �.755556 0.415089 a.Q24253 �D.fl�Qfl40 2.S�QOQ� �.015322 O.Q24g29 D.�a0�d0 2.$44444 Q.d�.5557 0.�25615 4.�QOQDfl 2.888889 O.Q�.57g4 D.D�63].2 O.Oa00Q� 2.9333�33 D.016�3� �.0270I9 fl.0�QQ0� �.977778 0.0�.527� �.0�7737 �.d00a0D 3.42�222 �.016512 Q.�28465 fl.00D�00 3.465667 a.fl15754 �.fl29�a4 �.OQ���Q 3.111111 O.�15998 O.Q29954 �.a�oaoa 3.155555 a.O17243 Q.Q3a'715 O.Oa400a 3.�vaaao �.D17489 4.�3�.487 d.flOaQ�Q 3 .244444 O.O17737 a.Q3227fl D.��afl00 3 .288$$9 D.D179$7 a.033a64 D.QD�QDO 3.333333 �.Ql$�3$ O.a33869 4.4400Q� 3.377778 �.0�.84ga D.d34685 O.OaO��D � 3.422222 Q.01.8744 0.0355�.2 �.4�flQ0� 3.465667 4.01.$999 0.036351 �.DD��fld 3.5117.11 O.Q�.9255 �.�372�1 �.a052�3 3.555555 4.ti19514 D.�3$Q63 Q.068914 3.6�flQ00 a.O19774 Q.43$936 0.150456 3.�644444 D.�20435 O.Q39821 Q.�55883 3 .688889 �.a24298 a.04�717 a.332217. 3 .733333 O.d2D5�2 Q.D41.6�5 D.3780a6 . 3.777778 �.Q2�827 O.a42545 �.41540D 3.8��222 �.�21094 0.043475 fl.4469�9 3.865557 �.021363 fl.04442Q �.476799 � 3.911111 Q.�21632 �.�45375 0.5Q4$7D 3.g5555� �.fl21904 Q.�463�k3 0.53146� 4.d0�DD0 Q.�22176 0.�4732� 4.556781 END FTABLE 1. END FTASLES EXT SDURCES �--Volume-� �Merr�er� SsysSgap�---Mult--�Tran �--Target vols� r-Grp� �-Mem}�er-� *** �Name� # �Name� # tem strg�-factor-�strg �Name,� # # ¢Name� # # *** WDM 2 PREC ENGL 1. PERLND 1. 999 EXTNL PREC WD1�I � PREC ENGL l TMPLND �. 9 9 9 EXTNL PREC WDM 1 EVAP ENGL 1 PERLND 1 99� E�TNL PETINP WDM 1. E�TAP ENGL l TMPLND l 9 g 3 E�TNL PETxNP WDM 2 PREC ENGL �. RCHRES l EXTNL PREC WDM x E�TAP ENGL �. RCHRES �. EXTNL P�TEV END EXT SOCTRCES � EXT TARGETS � �--�To].ume-� �-Grp� ¢-Member--��----Mu7.t--�Tran �-Valume-� �Member� Tsys Tgap Amd *** rName� # �Name� # ##�-factar--�strg rName� # �Name� tem strg strg*** RCHRES �. HYDR R� ]. 1 1 WDM �.D 0 8 FL�V�T ENGL REPL RCHRES 1 HYDR STAGE � 1 1 WDM �.Q�9 STAG ENGL REPL COPY �. �UTPUT MEAN 1 1 �48.4 WDM 7Q1 FL4W ENGL REPL .lared J�welErs � 219124��2:33:�7 PM Page 24 CDPY 5D� QLTTPUT MEAN � � 48.4 Y�DM 80l FL�W ENGL REPL END EXT �TARGETS MASS--LINK � ��Tal.ume� �-Grp� �-Member-��--Mult---� �Target� �-Grp� �-Member-�*** ¢Name� �Name� # #�-�actor-� �Name� �Name� # #*** MASS-LTNK 2 PERLND PWATER SLTR� fl.083333 RCHRES TNFLOW TV�L END MASS-LZNK 2 MASS-LTNK 3 PERLND PWATER TFWD D,�83333 RCHRES ZNFLDW IVDL END MASS-LINI{ 3 MASS-LTNK 5 � xMPLND �WATER ST]RQ D.483333 RCHRES xNFL�W xV�L END MASS-LTNK 5 MASS-LINK l2 PERLND PWATER SURQ fl.�83333 COPY INPUT MEAN END MASS-LTNK 12 MASS-L�NK ].3 � PERLND PWATER IFWQ a.Q$3333 C�PY ZNPCTT �IEAN END MASS-LTNK 13 MASS-LTIJK 15 ZMPLND TWATER SUR� a.Q$3333 ��PY 2NPUT MEAN END MASS-LTNK 15 MASS--L�NK 1& RCHRES R4FLDinT . CCJPY INPLT7.' NIEAN END MA55--LxNK 16 � END MASS--L�NK � END RUN � .lared Jewelers 219120�6 2:33:27 PPJ! Page 25 Prec�e veloped HSPF lVlessage File � � . � Jar�d Jewei�rs �19120�6�:33:27 PM , Page 26 !�li�rga�ed HSPF 1�lessa�►e Fi1e � � � � Jared Jewa�ers 2191201 s 2:33:27 PNi Page 27 Disclairr�er� . Legal Nv�r"ce � �This program and accvmpany�ng documentation are pravided 'as-is' ►nri�hout warranty of any kind. The � entEre risk regard�ng the performance and results of�his prog�am is assumed by End User. Clear Creek 5olutions Inc. and �he g�vernm�ntal licensee or sublicensees disclaim aI� warranties, either expressed or imp[ied, including but not limited to impfied warranties of pr�gram and accompanying documentation. In no e�en� shall �iear Creek Solutions Inc. be liable for any damages wha�soe�er �including ►nrithout limi�ation to damages �or �oss of business profits, foss af business infarma�ion, business interruption, and the [ike} arising out ofi the use of; or inability �o use fihis program e�en if Glear Cr�ek Solutions ]nc. or their authori�ed represen�ati�es ha�e been ad�ised of the pvssibility v� such damages. 5oftwa�� Copyright� by : C[ear Creek Solutions, [nc. 20�5-2��6; AI! Rights Reserved. Clear Creek So�utions, inc, 620� Capitol Bfvd. Ste F �lympia, VIIA. 9850� Toll Free 1{856}g43-a3�4 Laca� �350}943-0304 wwrrv.clearcreeksolutions.com � � � � Jared Jewelers 219I2����:33:27 PM Pag�28 Water Q,uality Management Plan�WQMP} jared jeweIers � Append�x S: S�urce ��ntro! Pollu#�ant Sources/5ource Cvntrv!Checklist � � -4g- . Appr�-1ix 8 � ST� RMWATER POLLUTANT SaUR�SlS � URCE C � NTRQL CHECKL � ST � How to use fhis workshee� (also see instruc�eans in Sectian G of the 2Q14 5MR WQMP Template]: 1. Review Column 1 and identify which af these potenti.al sour�es of stormwatex pollutan�s apply to your site.Check each bvx that applies. 2. Review Column 2 and incorporate all of the cvx�responding appli�abie BMPs in yowr WQMP Exhibit. 3. Review Columns 3 and 4 and incorparate a.11 o�the corresponding applicable permanent controls and operati.�nal BMPs in your�QMP.LTse the fvrmat shown in Table G.1 on page 31 of this WQMP Template.Describe your spe�ific BMPs in an accompanying narrative,and explain any special�onditions or situations that required omitting BMPs or substituting alternative BMPs for those shown here. �F THESE S�LlRCES W�LL BE ,.. THEN YDUR 1NQMP SHQULD INCLUDE THESE 50URCE C�NTR�L BMPs, AS APPLICABLE QN THE PROJECT SITE ... '� Z 3 4 � PotenEial 5vurces vf Permanent Cvntrols--Show an Permanent Con#rols—Lis#in WQMP Gperational BMPs—Incfude in iNE�MP Runoff Paliutants WQMP Orawings Table and Narrati�e Tahle and Narra�i►►e � A.On-site storxn drai.ri � Locations vf inlets. C� Mark all in�ets with the wards � Maintain and perivclically�repaint or i.rilets "�nly Rain Dow�the Storm xcplace ini.et marl�rigs. Drai.r�"or similar.Catch Basin � p�o�de storm�vater pollutaon Markexs may he available from the pr���nt�on in£ormation to n�w si.te Rivezside County Flood CvntroX a,���s,�essees,or aperators. and Water Canservation District, call 951.955.12Q0 ta verify. � See applicab��vperat�onal BMPs iri Fact 5heet SC-44,`"Dirainage 5ystem � Mainteriance,"in the CASQA Stormwater Quality Handbaoks at 1vw��.c abm�handb n oks.com � �ncl.ude the follawing iri lease ag�reements:��Tenant shall not allow anyone to discharge anything to storm � drai.r�s vr tv stvre ox deposit mater.ials so as to�reat�a potent�al clischarge to s�vrm drains." Q B.�nte�rior£loor draius ❑ 5tate that irrterior floor drains and ❑ Znspe�t and rnaintain dra�r�s to prevent aad elevator shaft swnp ele�ator shaft sump pumps will he hlackages and ovexflow. p�ps plumhed to sanitary sewer. ❑ C.Interiar parking ❑ State that parl�n.g gaxage floor ❑ Tr�spect and maintain drains ta prevent garages " drains will be plumbed tv the blockages ar�d ovexIlow. sat�.tary sewer. ��7.4 5MR WQMP TEMPLATE Appendix$--Page 1 af 1D App�^!ix S STORMWATER PaLLI] TANT SQUR��StS � URGE CONTROL CHECKLIST 1F THESE S�URCES W[LL BE �N THE PRflJECT SITE ... ... THEN YDEJR WQMP SH�IJLD �NCLIJDE THESE SOURCE C�NTR�L BMPs, AS APPLICABLE '1 . 2 3 4 Pvtential Sources vf Permanen# Cvntrols�how on Permanen� Conf�vEs--LisE in WQMP Operafivnal BMPs—lnclude in WQMP Runoff Pvllutants WQMP Draw�ngs Tahle and Narra�i�e Tah1e and Narra�i�e ❑ D7.Need far funue ❑ Nate huilding design features that ❑ Provide Ir�tegrated Pest Management indoor&structurai pest cliscauragc entry of pests. information tv owners,Iessees,and control operato�rs. � O2.Landscape� ❑ 5how lacations a£native uees or State that firial landscape pl.ans wall � Maintain landscaping usir►g rnYnimum �utdoor Pesticid�use azeas of shtubs ar�d gro�nd�a�ear to accamplish all o£the following. or nv pesticides. be unclisturbed and xetained. p Preserve extisting native trees, � 5ee applicabie operati.onal BMPs in � Shaw se�retair�rig landsca�e shrubs,and ground cvver to the � _ "What you shoul�kriow areas,if any. maximum ext�nt pvssibl.e. For...,.Landscape and Garderii.r►g"at I�t��:1 ��►t�v fivucl.r�ra srorxn�rvatcr I7n►�in � Show stomnwater treatment and I� Desi �andsca ir► to minYmize � P g adslLandsca�eG:�rdeiiBrncl�i�re.�sdf hyd�rog�raph modificatxvn itrigatior�and xunoff,ta promvte management BMPs. (See surface infiitxatian where . � �struct�ons in Chapter 3,Step 5 appropriate,and to rninimy��the � Pzvvi.de IPM infvrmativn ta new and guidance iti�hapter 5,} use of ferrilazers and p�st�cides that vwners,lessees and operato�rs. car�cor�trihute to stotm�vater poIlution. p Where 1ar�dscaped areas are used to xetain or detain stvrmwatex, specify plants that are taierant o£saturated . . soal c�nditions. $� Considet usir�g pest-resistant plants, espe�ially adjacent to hardscape. To . itusure successfi�l estahlishrnent, - select plants appropriate to site sails, slopes,r,limate,sun,wir►d,rain,land . use,asr movement,ecolagical . CDI751$t�I1Cy,aad plar►t intetactions. - • 2fl�4 5MR WQMP TEMPiAT� . � Appendix 8—Page 2 of 10 4 App iix 8 � STQRMWATER P4LLUTANT . SDUR�SIS � URCE GaNTRDL CHECKLIST � IF THESE S�URCES W1LL gE ..�THEN YQUR WQMP SHDLJLD INCLUDE THESE S�URCE C�NTRDL BMPs,AS APPLICABLE �N THE PRaJECT SfTE ... 'M 2 3 4 Patential Sources of Permanent Cvntrols�how an Pern�anent Contrals--List in WQMP �perational BMPs—!nclude in WQMP Runo�f Po[Iutan�s WqMP �rawings Tahle and Narirafn►e Table and Nar�rati�e ❑ E.Poo1s,spas,por�ds, ❑ Show lvcation a£water featu.te and I£the Co-Pernuttee requires pools ❑ See applicable operatior�a�BMPs in de�orati�e fvuntains, a sariita�.y sewe�r cleanout iri ari ta he glumbed to th�sarutary ��Guidelines for Maintaining Your and other water accessibl,e area wit�uti 10 feet. sewer,place a nvte on the plans 5wimm�g Paol,Jacuzzi and featutes. (Exception:Public povls must be and state in th�narrative that this Garden Fountain"at plumbed accorcling ta County cvnnecti.on will be made accvrding htt�s://vs•uun.rcE�ond.ar�/scotr�n�;at_erlDc�w•nl Department of En�i.rorimental ta local requirements. �aaslpo��s:��as�as.��� Health Gu.ideliries.) ❑ .F.Food service ❑ For xestauarants,grocery stvxes,and ❑ Descrabe the l�catian and£eatuxes ❑ See the hrochure,��The Fovd Ser�ice vther£ood service operations,show vf the designated cleariing area, Zndustry Best Mana�gement Pxa�tices �oca#ian�i.ridoors or xn a co�e�ted � Describe the items to be cleaned�n �or:Restau.tants,Grocery Sto�res, area outdvors)vf a floor sink ar Delicatessens and Bakeries"at this£ac�ility and haw it has beer� other a�ea faz cleanirig flaor mats, �t�n://�ww cx�^�.rcf�ond.nr�ls�t�rmn a�erld�rvnloa containexs,and equipment. sized to insure that the largest � �n���� �� . it�ms can he a��ommadat�d, ❑ On the drawuag,show a nvte that Pxovi.de this bxochure to new site . this draua will be connected tv a owners,�essees,and vperators. grease inte�rceptar before d'zscharging to the sanitary sewer. � G.Refii.se areas ❑ 5how�vh�re si.te�re£txse and ❑ State how sxte refuse will be � State how the following will be r�cycled materials will be hand�ed hanclled and prvvide supporting impiemented; and stared for pickup.See Iacal detaii tv what is shown an p1a�s. P�ovide adequate r�umbe�o£ munacipal requixements for siz�s and ather detai�s o£refuse areas. � 5tate that signs will be posted or� or re�eptacles.�nspect�receptacles near dumpsters with the words "Do regularly;xepait or replace Ieaky � If dumpsters vr other receptacles nvt dump hazardous mate�rials recepta�les,ge�p�receptacles cov�xed. are❑utdvoxs,show how the here"or similar. Prohibit�pr�vent dumging of liquid or designated area will he co�ered, hazardous wastes.Pvst��no ha�ardous graded,and paved to prevent xut�- mat�rial.s"signs.Inspect and pick up on and show Iocativns of bearms to litter daily and clean up spills prevent rurioff from the atea. inunediately.Keep spill control ❑ Any draYns from dumpsters, materials available vn-site.See Fact cvrnpactv�rs,and tallow bin a�eas Sheet SC-34,"Waste Handling and shall be connected ta a gr�ase Disposal"i.r�the CASQA Stoxmwater �removai device be£vre discharge to Quality Har�dbvoks at sanitary sewer. �.��.b��handbooks.cor� 2014 SMR WqMP TEMPLATE . � Appendix 8—Page 3 af 10 AppF^�ix 8 ST � RMWATER P � LLUTANT S � UR��5IS � URCE C � NTR❑ L CHECKLIST � �F THESE S�URCES WILL 6E ... THEN Y�UR WQMP SH�ULD INCLUDE THESE S�1]RGE CaNTR�L SMPs,AS APPLICABLE �N THE PRDJECT SITE ... '1 z 3 4 Paf�ntia! 5vurces of Permanent Contrvls�hvw on Permanen� Confrvls—Lis� in WQMP Opera#ivna! SMPs—Inc[ude 'rn WQMP Runoff Pollu�an�s WQMP Drawings Tab[e and Narratir►e Tabte and Harra�i�e ❑ H.Industrial processes. ❑ Shaw pracess area. ❑ If industrial processes are ta be ❑ See Fact 5heet SC-lU,"Nvn- located on site,state:��All pxocess 5tormwater D�scharges"in the a�tivities to be performed indooxs. CASQA Stor�nwate�Quality No process�s tv drain to extezior or Handhvoks at to starm drain system:' u�vw.Gahm�handbaoks.eoxn See the brochure"Industrial& Cammercial Facilitzes Best Management Pra.ctices for:Yndustrial,Commercial Facslities"at http:/fw►uw.rcf�nnd.nr�Istarmv4+,at�,r jacrwnlaa ds/tndustriatCommercial�aciliti�s.�df ❑ l.�utdoox storage of ❑ 5how any outdoor storage axeas, ❑ �nclude a detailed descript�on af ❑ 5ee the Fact She�ts SC-31,���utdovr equipme�t or rnaterzal.s. incl.uditxg how matcraals wi]1 be materials tv be stored,stvrage Liquid Cvntainer Storage"and SG33, {5ee rows J arid g fvr co�e��d.5haw how areas will}ae areas,and structuraX£eatu�es to "�ixtdoor Storag�o�Raw Materi.als" source conuol graded and herm�d to prevent�run� pre�ent pollutants£xom entering i.ri the CASQA Sto�rmwater Quality measures £ar �elv.r.�e vn or run-off fxom axea. storm drains. Handbooks at clearung, repaix, and [� 5torag�of r�on-hazaxdous liquids Where appropriate,xefe�rence t��•�abxn handhovks.cam rnaintenarace.) shall be cv�ered by a roof and�vr d�cumentat.zan o£compliance�vzth drai.r�tv the sanitary sewer system, the�requirernents of Hazardous and b�contained by herms,clikes, Materials Pxograms for: li.riers,or vaul,ts. � Hazardo�s Waste Generatior� � ❑ 5torage vf hazazdous mat�rials and _ . Hazardous Materials Reiease wastes must he in coa�x�plian���vith � the I�cal hazardous rnaterials Response and Inventory oxdinance and a Hazardvus ■ Cali£orrua Accid�r�tal Release Materials Mar�agement P1an far the (CaiA�RP} . site. ■ Abavegrourid 5torage Tank ■ Unifarxn F�re Cod�Article SO � Sect�on IQ3(h}&(c)1991. � Underground Stozage Tank Z����.cch�alth.vrgl��5�hazn��t I 2a1�15MR WQMP TEMPLATE - Appendix 8—Fage 4 of 1� App ^��x 8 ST � RMWATER POLLI� TANT SDUR�j51SDIJRCE C � NTRQL CHECKLIST � IF THESE S�URCES W1LL BE �N THE PROJECT SETE ... -.- THEN Y�lJR WQMP SH�I]LD 1NCLUDE THESE S�URCE CDNTRaL BMPs, A5 APPLICA6LE '1 2 3 4 Pn�ential Sources a� Permanent Controls--Show an Permanent Con�ro[s—List in WQMP Operatianal BMPs---Inc[ude in WQMP Runo�F Pol[utants WQMP Drawings Table and Narrati�e Tahre and Narrafi►►e ❑ J.Vehi�Ie arid ❑ Shaw on drawings as appropriate: ❑ �£a ca�r wash area Ys nvt pra�ided, Desc�rihe operativr�al measures to Eqiupment Cleariin,g descrihe any measuxes taken to implement the fallowing(if (1}Comm�rcial�industrial facilities havir�g vehicle�equi.pmer�t cl.eaxung �scourage on-site ca�t wash�.rig and applicable}: needs shall eithex p�ovide a �xP1�hvw these wili be enforced. � Washwate�r from vehicle and co�ver�d,bexmed area fvr washuxg equipment washixig operativns shall acavitzes or discouxage nvt be dischatged to th�stvrxn dtair� vehY.cle/equ.ipment�rashing by system.Refer tv"Dutdoor Cleaning xemovirig hose bibs and insta]ling Activities and Profess�onal Mobile sigms prohibi.ting such uses. Service Pro�iders"For mariy of the (2}Multi.�dwelling cvmplexes shall P�tenaal5vu.rces of Runoff Pvllutants have a paved,bez�med,and cvvexed � categories helow. S�rochuure can be car wash acea(unless car washing four�d at htt : vvusrur.rfiflaad.or stom►water down�oads i.s pxolv.bited on-site and hoses are OuLd�arCleanin ac�ivities. df pxovided vvi.th an autvmati�shut� off'ta cliscvtr.rage snch use). ❑ Car dealershi.ps and suxular may rinse cars a�th wate�t only. (3}Washing areas for cars,�rehic�es, - and equipment shall he pa�ed, designed to prevent run-on ta or runoff£rom the area,and plumhed to dxain to th�sazutary sewer. �4}Commexcxal cax wash facilities shall be designed such that no • . runof£from the facility is � discharged to the starm drain system.Wastewater from the facility shall discharge to the sanitary sewer,vr a wastewater . reclamatian system shall be installed. 20�.4 5MR WQMP TEMPLAI'� - . Appendix$--Page 5 of 1U App �ix 8 � ST� RMWATER POLLUTANT SaUR��StSOURCE C� NTROL CHECKLIST � � IF THESE SQURCES WILL BE �N THE PRDJECT S1TE ... --• THEN Y�[JR WQMP SHL]IJLD INCLLJDE THESE SaURCE C�NTRaL BMPs, AS APPLICABLE 7 z 3 4 Potentia[Sources of Permanent Cvntrals�hvw on Permanent Contra[s—L�s#in WQMP �peratianal BMPs—lnclude in WQMP Runo�f PoElu�an�s WC�MP Drawings Tabte and Narrati�e Tahfe and Narrafi�e ❑ K.Vehicle�Equ.ipment ❑ Accvrnmodate all vehicle ❑ 5tate thaf no�ehicl�xepaix or Ir�the Stamawater Control Pl.a�,note Repa.ir and �qu�ipment repair and maintenance maint�nance will be done outdoors, that all of the fvllvwuig�restrictions Maintenan�e indoars.Or desigmat�an vutdoor vr e�s�describe the required apply to use the site: work area and design the area tv £eatures of the vutdavr wark area. � Nv pe�rsvn shall dispvs�o£,nox pem�it prevent ni.n-on and runvff o£ ❑ State that the�re a�re nv floor drai.r�s the disposal,directly or indixectly of stormwater. or if there a�e floor dxa►i.ns,nate the �ehi�le fluids,haza�dous materials,or ❑ Shvw se�ondary cantai.r�ment �a�r agency fram which an i.ndustrial rinsewatez fxom pa3tts clear�rig into exterivr wark axeas where motox waste discha�rge permit will be stozm drains. oil,brake£luaid,gas�li.r�e,diesei obta.�aed and that the desigri meets � �o vehir.�e Quid rerno�al shall be fuel,xadiator fluid,acid-cvntauung that agency's�requirements. p�x£v�rxned outside a huilding,nor on batte�ries or other hazardvus ❑ ��ate that the�re a�re na tanks, asphalt or grour�d surfaces,whether materials or hazardaus wastes ar� cvntain�rs ax sinks to he�sed for inside or outside a building,except in used or stored.D�rains shall r�at be pa�rts clea�v.ng or rir�sing o�r,if there such a marira.er as to ensu.te that ar�y installed�vi.thir�the secvndary �e,nate the agency fxvm which an spi�lled fluid w3ll be in an area of contair�rnent areas. iridustrial vvaste discha.rge pemut secondary containment.Leaking ❑ Add a note on the plans that states wili be obtained and that the velv.cle fluids shall be contained or eithe3r(1}there are no flaor dxains, d�sign meets that agency's drained frvrn the vehicle iminedYatel.y. � o�{Z}floor dtairis are cvnnected to xequixements. . ❑ Nv person shall leave unattended drip wastewater pretreatment systems parts vr other apen cantainers prior tQ clischarge tn the sanitary cor�taining�ehicle£Iuid,unl�ss su�h sewer arzd an ind�suial wast� containers ar�it�use or in an area of discharge pem�it will be abtained, secondary cvntainment. � Re£er tv ��Autamotiv� Maintenance 8c Cat Care Best Management Practi�es £or Autv Body Shops, Autv Repaix 5hops, Car Deaiersh�ips, Gas Sta�ions � .and Fleet S�rnice �petati.ons". Brochur� can he faund at A l LLIJ.�/rcfln�d.nr.gl�tarmwater l T � Refer to �utdovr Cleani.rig Activities and ProFessional Mobi�e S�rv�.ce Prvviders for many vf the Potential Svurc�s o£ Runoff Pollutants �ategories below. Bro�huxe can he �ound at htt�:�lrcflvod.arglstnrmti�raterl 201�4 SMR WqMP TEMP�ATE . Appendix 8—Page 6 of Z� App '�'"ix 8 ST❑ RMWATER PQLLUTANT SQUR�SISDURCE CONTR� L CHECKLIST � IF THESE S�URCES W1LL SE ON THE PRDJEGT S1TE ... ...THEN YDUR iNC�MP SHQULD INCLUDE THESE SOURCE C�NTR�L BMPs,AS APPL[CABLE 7 2 3 4 PotenEeaf Sources of Permanent Cantrols�how on Permanent Cvn#rols—Lisf in VYI�MP �perativnal BMPs—Include in WQMP Runoff Pollutants WQMP �rawings Tahfe and Narrati�e Table and Narra�i�e ❑ L,Fu�l Dispensing ❑ Fueling areas6 shall ha�e ❑ The properry ownez shall clry sweep Ar�as - unpe�rmeahle flaors (i.e.,po�rtland the fueling area rou�nely. cement concrete or equi�alent ❑ 5ee the Fact Sheet SD-3U,��Fueli.r►g smooth imp�rvious suxf'ace}that Axeas"in the CASQA 5tornnwater ar�:a}graded at the mYnimum �uality Handbvvks at slope n�c�ssary ta prevent poncting; �v.�abmnhandbc�aks.com and b}separated from the rest of -- � the site by a g�tade break that prevents run-on of storm9vater to the rnaximuam exter�t practicab�e. ❑ Fue,ling areas shall b�cvvered by a canvpy that extends a minimurn gf ten feet in each direction�'rvm each pump. [Alternati.ve:The fii.�ling area must h�cv�ered and the . COv�F�5 minirn�l i�jmQilgi�ilg ri1II5t be equa�to or gxeater than the aarea _ withiri the grad�b�eak or fuel , d.isper�sir�g area1.] The canvpy [or cover] shall not d�rain onto the fireling area. - 5 The fueling area shall be defined as the area extending a m�nimu�Qf 6.5 feet from the corner af sa�h fuel dispenser or thc Iength at which the hose and nozr.�e asserxxhly may be operated plus a minim�pFvtte FDot�'tVhiCheV�T15�][eatei. Zfl1�SMR WQMP TEMPLATE . Appendix 8--Page 7 nf 1Q Appr�'`��x 8 � STDRMWATER POLLUTANT SOIJR�SISDURCE C � NTROL GHECItLEST � IF THESE SaURCES W1LL BE .,.THEN Y�UR WQMP SHDULD [NCLUDE TNESE SDURCE C�NTRQL BMPs,A5 APPL�CABLE QN THE PRDJECT S1TE ... '1 2 3 4 Poten�ia! 5ources of Permanen� Confrvls--Show on Permanent Cvnfrals--Listi in HfQMP aperafivnal BMPs—Inctude in W[�MP Runoff Poflutants VIfQMP Orawings Tah[e and Narrati�e Table and Narrafi►►e ❑ M.Loading Dvcks ❑ 5how a pre�liminary design far the � ❑ Move loaded and w�loaded xtems Ioading dock area,including indonrs as saon as possibie. roofing and drain.age.Laading ❑ See Fact 5heet 5C-3�,"�utdoo�r . docks shall be covered and/or graded to mitumi.ze run-or�to and Lvading and ixriloading,"in the runaff from the loadir�g area.Raof - CASQA Storrnwat�r Quality . Handbo�ks at dvwnspouts shall he pasitivned to �w,cahm�handb4oks.cvm diue�t stormwater away fxam the - loading area.Water from 1oad.ing dock areas shall he drained to the sanitary sewer,ar diverted and colle�ted for uitimate discharge tv the sanitary sewer. ❑ Loading doGk areas d�tair�ing d.irectly tv the sanitary sewer shall be equYpped with a spill cor�trol val�e or eq�.ivalent de�vi.ce,which . shall be kept closed during periods . � of operati.on. � Provide a xvo£o�erhang aver the loadir�g ax�a ox install door skirts (�vwling}at each bay that enclose the end of the txailer. 2Q14 SMR WQMP TEMPLATE - . Apper�dix$—Page 8 of 1� App��lix 8 - � STDRMWATER P � LLUTANT S � �JR�5IS � URCE CONTR� L CHECKLlST � IF THESE SDURCES W1LL SE .,. THEN Y�L1R WQMP SNDULD INCLUDE THESE SDURCE C�NTR�L BMPs,AS APPLICASLE QN THE PR�JECT 51TE ... '� � 3 4 Potentia[ 5vurces of Permanenf Controls--Show on Permanent Con�rols—Lis�in WQMP �peration�! BMPs—lnclude in WQMP . Runoff Pollutants VYQMP Drawings Tahle and Narrati�e Table and Narrati�e ❑ N.Fire Spririkle�r Test ❑ Pro�i.de a means to drain fire ❑ Se�the note in Fact 5heet SC-41, Water sprink�er test wate�r to the sanitary �Buildir�g ar�d Grounds Maintenance," sewer. in the CASQA Stornnwater Quality Handhooks at u�vw.cahxn�hat�dhar�k_.�,.corn �. Nliscellaneons Drain ❑ Boiler drain lines shall be clirectiy ar Wash Water vr ather " or inclixect�y connected to the 5ources sanitary sewer system and may not 0 Boiler drain Iiries . discharge to th�stvrm dxain systern. ❑ Condensate drai.n lines ❑ Ravftop equipment ❑ Condensate drain lines may discharge ta landscaped areas if th� ❑ Drainage sunaps flvr�is small enough that rut�offwill ❑ Roafir►g,gutters,and not occur.Cvndensate drain lines trliX]. may not discharge tv the storm [�La1I1 SySYeYT1. ❑ �ther sources ❑ Rovftop equipment�vi.th poter�tial to pxvduce pollutants shall he roofed and/or have secondary contai.nrnent. ❑ Any drairiag�sumps an-site shall £eatu�re a sediment surnp to xeduce #he quantity of sediment in pumped water. ❑ A�vid�raofng,gutters,and trim made of copper or vther unprotected metals that may Ieach into runoff. ❑ �nclude�onuvl.s for ather sources ' as specified by ln�a.l�teviewer, �U14 SMR WqMP TEMPLATE � Appendix 8—Page 9 of 7,� App�- �x 8 � ST� RMWATER POLLIITANT SDUR S1S � llRCE C� NTRDL CHECKLIST � [F THESE SaURCES WILL BE ... THEN Y�UR WqMP SHOULD INCLUDE THESE SDURCE CONTR�L BMPs,AS APPLICABLE ON THE PRDJECT 5lTE ... � '� 2 3 4 Pv#enteal Sources of Permanenti Con�roEs�haw on Permanent Cvntrols—L�st in WQ�IIIP �pera#ivnal BMPs—Include in iNQMP Runvff Pvllu#ants WQMP Drawings Tab[e and Narrati�e � Table and Narrati�e � P.Pl,a�as,sidewalks, � Sweep plazas,si.dewalks,and parking and parkirig lvts, lots regularly to pxevent accumulativn Qf litter and deb�ris. Collect debris£rom pressu.3re waslwig tv prevent entry into the storm drain system.Collect washwater contair�r�g any�Ieanir►g agent or degreaser and dis�haxge to the sanita sewer not tv a.storm drain. � 2014 SMR WqMP 7EMPLATE � Appendix 8—Page lU of 1� �ater Quality Management Plan[[NQMP� ' )are�jewel�rs � App�ndi�c 9: �&M � �perativn and Mrrrntenance P�an and�vcumentat�rvn of Fir�anc�,Maint�enan�e and Recording Mechanrsms � i' � -49- ,� , � RECORDING REQUESTED 6Y: Wincheater Market Place LTD Partnership �Property�wner's Name} �� � . . ���.7�m�7��3� AND WHEN RECORDED MA[L T�. �2��,����17 q9:'50 f�Cl �ee: � 63.0� 2�5 Broadway, Sui te l4 5 p Page 1 of Z7 Pra ert Owner's Mailin Address Reaard�d ir+ D4'ficial Recards � p ]I � � �pun�y of Riverside Pe�er Aldana ��erk—Re�p��e�' 5ax�. Diego, CA 9�1�1 Rsse�sar--Gdunty � � i S � � I � � 1 1 . � R A �xam: page DR PC�R Mlsc Long ftF❑ 1st Pg Adt1 Pg �ert CC S1Z� NCOR 5MF NCHG T: ��� SPRCEAB�VETHIS LINE FOR REC�RDER'S USE RECC]I�a�NC OF A � � �'ATER QUALlTY �lIANACEMENT PLAN �PERAT[�N AND �IIIA[NTENAN�E AGREE�IIIENT r F�]R Jared Jewelers � � �1`fam� of Pro�ect} - 44825 Winchester Road, Temecula� CA 92592 � �Adafr�ss or Tract IV1apILo�`�No.} � Page� ' � a ❑aC#2017-QQ7053� Page 2 of 17 � NOVII THEREFORE, tY�a �wner and SUccessors shall be subject to t�e fv[Inwing conditiorts: ^ i. T�is Agrsement sha[i be re�orded in tl�e Office o� the Recarder of Riversida Cour�ty, Caiifar�tia, at�he exp�nse of fha�wner and shal!constitut�no#fce ta the � �wner ar�d aFl Suc�essors of the title to said P�operty of the obIigatiar�s required by#his Agresment. This Agreem�nt shall also be accompanied by a copy of an `Opera�ion and Mainter�an�e Manual', inciud�d in Exhibit "C", pra�iding detailed instruc�ians an how and when each treatme�t BMP propased far canstru�tEon, or ins#ai[afian, or implementation must be inspected, cl�aned, maintained, repaired, reconstruct�d, and replaced, if necessary, �co�lectively "Maintained"� in order to retain their origina[intent and effecti�eness. 2. Owner sha[I, at tneir sole cos#, expense, ar�d liability, rautineiy'maintain all gMPs in a manner ass�ring peak performance at a1I times without request or demand fram the City or other agency. AI1 reasonab�e p�ecaUtions shall be exercised in the remo�ai of any materia�{s) from the BMPs and the ujt�mate dispvsa� of the . materiai�s} in a mar�ner consistent with alI refevant laws and regulations in ef�ect at the t�me of the recvrding�t this Agr�ement. As may be requested from time to time by the City, the�wner shall prvvide the City wlth documentation ide�tifying the inspections, maintenance acti�iti�s, material(s} and quantity{ies} rgmo��d, and disposa�d�stinatians. 3. �wnar hereby provides tf�e City complefe access at any time and vf any durat�an � during bus�ness hours tv the BMPs, their immediate vicinity, and a[I legal�y accessi�ie ar�as drain�ng to them upon reasonable notice, or in case af � emergency as determinEd �y the City without advance noti�e, for the purpose of inspect�ng the BMPs andlor sam�fing runoff ir�#o andlor from t�e BMPs. The City shall ma�ce every effort #o minimiae interferenc� with t�a �wner's use v# the Proper�y during these inspections and sampling activities. �. In the event the �wr�er fails to accomplisY� the necessary aperation and maintenance obligatians required by this Agreement, the �wner herehy autY�orizes tha City to pertorm any maintenance necessary to restore the BMPs to t�eir origina! intent and effectiWeness. Owner sY�a11 reimburse all expenses associated wif� the City's maintenance activities to #he City, including adminis�rative costs, attorney fees, and interest therean at the maximum rate suthorized by the Civil Code. The City may also opt ta use the proceeds fr�m any securities posted for the praject, or pfa�e a Iien vn #he Proper�y in such amoun# as wifj fuljy reimburse the City, #o pay for such maintenar�ce in order ta guaranfee the continued performan���f the BMPs. 5. �wner sha[f �atify any successor to titIe af ail vr part af the Property about the existence of tYtis Rgreement and �rovide such nvtice and a copy of tHis Agreement prior ta suc� Successor obtaining an interes# in a�l or �art of the Property. � Page 3 . � DOC#2��7�aQ7D53� Page 3 af 17 � � Water Qualit {�ana ement P�an []peration and Maintenance Aqreement Property Owner Name; Winchester Market Place LTD Partnership Propet�y 4wner Mailing Address: �25 Broadway, suite l4so San �iego. CA 9�1�1 Prolect Address or Locatfon: 4 0 82 5 Winchester Road . Temecula, C� 92592 . Pro�ect's Assessor Par�el Number: �10-2 9�--o l 8 ' This Operativn and Maint�nance Agreement �Agreement� is made in The C�ty of Temecu�a tCity}, a municipal agency; located in the Caunty of Riverside,, State of , California, by�insert property owr�er} winchester N�arket Place LT� Partnership {�wner�,this (insert dayy o�{insert month and year} ; - WHEREAS, the �wner awns real praperty {Prop�rty) as described in Exhibit "A" ar�d . depicted in ExY�ibit "B", eac� af wY�ich exhibit i� atta��ed Hsreto and incorporated by reference, and has praposed fhat the Property be de�e[aped in accordance wit� gvv�r�mental appro�ais issued by #he City and otY�er agencses havir�g jurisdiction over � the Property; � 1�V'HEREAS, at�he#ime of ini�ia! apprnva[ of the dev�Ivpment project �Project} known as �insert name of praject} J�red Jewelers within the Property, the City� reqUired the Project �v generate a Water G�uality Managemenf P[an tWQMPj. 7he WQMP describes how the Praject proposes to r�mv�e pollt�tants and minimi�e any adverse impacts from the discY�arge of storm water and non-storm water runoff generatEd as a result of the Project, and ir�cludes str�ctura� and _ non-structural treatment devi�es, also �nown as "Best Management Practices" {BMPs}, that will be constr�ct�d, ar installed� or implemented for this purp�s�. The�precise loca#ian�s�o#these BMPs are depicted in the WQMP,on file with t�e City; • 1NHEREAS,the�wnEr signed and certified t�e WQMP and accepted the requirement to routinely Fnspect,clean,maintain, �epair, recvr�strUct, and replace the BMPs assocfated with the Project in order to reta�n th�ir origina! intent and effecti�eness; '�11'HEREAS, this Agreement is transferable onto subsequsnt owners, heirs, �xe�utors, administra�ors, represen�ati�es, and assigns [�ollecti�ely "5uccessars"} �f this Property, Projec�, and ail associated BMPs; �IUHEI�EAS,the Owner and Successors ar�aware tha#su�i�vpera#ion and mainteriar�ce requiremer�ts ars in a��ordance witY�, and enforceable under, #�� City's Muriicipal Code _ and State and Federal environmental laws regulating the discharge vf pv�lutants in starm wa#er and non-stormwater runoff, and may also require com�fiance wit� Loaal, Sta�e, and Federal laws and regulations pertaining to canfined space en�ry and waste disposal methods in effect at tha time such maintenance❑cc�rs; � � Page� r � ooc#20�7-ao7o5�o Pa��4 of�� � !N WITNESS THERE�F,the�wn�r nereto affixes their signature as of tf�e date firs# written above. idl���¢�cI �,��,��•� ��``L� ���� ���,�,�``'���r� OWNER i: �VIJNER 2 If mare than one owner : . 5'�u� C.tP��] Na e Name � Slgnature Signature ����� � Titie Title A natary acknowle�gement is requEre�far recordativn (attach apprvpriate acknawledgement). � � page 4 D�C#2��7�Q07�53� Page 5 af�7' � . ACKNUWLEnGMENT A notary public or athe�affi�er compl�fing this ce�tificate�erifies on[y the identity of the��di�idual who sigr�ed the document#o wh�c�this certifcafe is attached,and nat fhe truthfu�ness�ac�ura�y,or �alidi nf that document. 5tate of Calif ia Cauniy of � i Qn � �� C]� before me, � � " �� �insert name and titfe of the offrcer} persanally a�peared L L � : � who�ro►►ed ta me on fY�e basis o#satisfactary evjdence t be the person(s]w�ase name�s}istare subscrihed to fhe withir��nstrum�r�t ar��acEcnvwledged ta me that hels�elfhey executed the same in nisl�erltheir authorized capacify(i�s},and that by hisli�erl#heir signature(s)on tha instrument#�e personts],vr the entity upor��e�aif of wY�icn the person(s}acEed,�xec�ated the instrument. I certify uRder PENALTY DF PER.�URY ur���r the laws of tne State af Caltfornia that the foregoing paragraph is true and carrect. � � � � _` � . ' ' �• s i,yu.� � �. WITNESS my hand and ot#iaiaf sea�. �` �`����: Commis�iogn Na,O�05x3 �r e � =�,;?��' e Norn�v P�eL�G-�n�.iFo�au+ �� �.� � . sw�r �oa coe�rmf � � Y�•���•-• My Ccmm.Exp�s&EAT'�MB�Pt 7,2617� �' w ' ...S.:e;rYi ��;�':a... � Sign �5eal} - � ❑oc#2o�7-oa�o��o P��e s ot�7 � E]CH�B1T A �Legaf Descr�pfion af Pro�er�V) � � Page 5 ooc#�o�7-007053o P���7 of�7 � EK�II$�T A LEGAL DESCRIPT�aN THE LAND RE�ERRED T�HEREIN SELO�T IS SITUATED 1N THE CITY OF TEME�UL.A,1N THE C�UNTY�F RIVERSIDE,STATE aF CALIFDRNIA,AND IS DESCRIBED AS FOLLOWS: , PARCEL A; + � THAT P�RTION�F PARCEL 1 AND MERGED PARCELS 2 AND 3 O�'PARCEL MAP 26$52,1N THE COUNTY OF RNERSIDE,STATE�F�ALIF4RI�IA,AS SHdWN BY MAP aN FILfi IN ��K 17 PA E THRD�TGH T3 OF PARCEL MAPS,REC�RDS�F RZ�T'ER.SIDE COY3NTY,CALFF�RN.iA.SAID PARCEL MERGER�F PARCELS 2 AND 3 IS � PER CITY�F TEMEC�]LA PARCEL MERGER PA 98-�193 APPRQVED HY THE CTTY DF TEMECULA PLANN�IVG DIRECTaR M��t,E PARTICULARLY DESCRIBED AS FOLLOWS: � � D4C#�0�7-�47053� Page 8 af�l � � ExHIBIT B (Map1111usfra#1art� � � Page 6 ❑�C#2��7-OD?D53Q Page 9 of 17 �_J BDUNDA�Y EXH�B[T 448�� V��NCHESTER RD r , � » ��33 4.����-�-��� . - R�5���.00���A p3 39 5��.r-- �' . ..�--�""� �i ^��.���'� rl 1 I � �l L�0 �p � pi r �f � � � � �t • � PARGEL MAP 58� ~� p r z N48�DU��4r�E � � P�R PARCELS 1 �c 2 49.5�'� � n� s�s�a�'S4°w 2�.7�� AR EA: � .7 AC R ES °� g' �� i � �� �� �1 0� �� . �;I �, �, sL.._ .... .._ .... � __ ....�_�.__.__...______ __ __ _.. _��1�.. N�FB'�8'54"E 354,62' � � , � . � � LC]VE ENG�NEER�NG 60 3� � �� ��� �a� 3 i 915 RANCHO CAI.IFORNlA RD SU�TE 200--156 SCA�E �"=6a' TEMECUlA, GA 92591 �951� 44�--5149 � ooc#zo��-007053o P�ge �a of�7 � SITE i1�iAP TREAT[�li E NT B i1�i p SlTE B�UNDARY r�"� �.�-~ ���r ,.r��`� 1 �.�•� 1 ...��rM����� .r�••....,�+�...y-� I 1 1 I 1 i - PR�P INFILTRATI�N TRENCH f � � � • �.... � • � � � � ' PRDP BLDG ` � � _ _ , _ � � � , . , L�� __ -_ -- --__� ��.___ _____ __ __ _��__.�... � � s � �' L�VE ENGiNE�R�NG 5p 30 ❑ 60 ��� �80 3 i 9�5 RANCH� CAL�F�RNlA RD SUITE �a0—'�66 SCAL� �"-5[]� TEMECUi,A, CA 92591 - �951} 440-8 i 49 . � � _ ooc#�o�7-oaro�3� Pag��� of�� � ExH�B�Tc (�Aeraflon and Nlainfenance Man�r� � � Page 7 J aoc#�o��-oo�a�3o Pa�� �z of�7 , � �FERATYDNS AND MA7NTENANCE MANUAL A, Purpase The purpose of this manual is to pro�ide maintenance insixuction�for the inf�Itration#�ench - lvcated northwest side o�the buiiding. The infiltratian�rench treats urhan runo�f befare it enters . intv the onsite storm drain system. Maintenan�e per this manual will ensure the�n�'�ltration trenches fun�t�on as designed. This manual will ser�e as a referen�e guide ta assist the property owner with the fvllowing: I, Q�erview of the infxitration trench and how it�unctions 2. D�scription vf th�].oca�ion of the infiltratian trench 3. Procedure requi�ed to effectively maintain the infiltxation trench. � 4. Reproducible copies of the fflxms,Iogs,and guidelines necessary for recording maintenance activitias associated with the infiltration t3rench. B. General D�scription and Functian of the Infitration Treach The infi�tra�on trench is a 3U'by 5'basin that is Z'deep an the surface and 2'de�p under the - sur�ace that allows urban runoff ta xn�iltrat�into the ground. Frvm the top o�the tren�h to the bottom the material consists o�: � 1. Mulch ar landscape materia�on tvp � Z. 1'of pea g�ra�el 3. 1'of washed rock(1"ta 3"diameter} 4. �npermeable liner on the sidas of the trench � -- — �;� � 5 2;'1 — � � --d �� i � �. �, � - w w W � w �_I cv � "'w"w w w"'w�`W"' "' f " pVC pVERFLOW �- �. "' .� w � "' w` pEA GRAVEL � LINE W1TH MIRAFI N I 116DN NQN—WaVEN E F(ILTER FA6RlC � , `-' „—.,�s �„ 1" TU 3" OfA R CK AASHTQ #3 aR 57 INF�LTRATI�N TRENCH DETA�L ' � 1.J6 � � a ❑QC#2�9 7-�07053� Page �3�af 17 � ti � -� � ` `�• ` �ROP fi'° SD ��R PGP �� � x _ � ` ^ � t � l I j NFl�,�anoN�T��NcN � � � � I I f � � 1 � j ''� � i � � � � � _ � � a �� ��� � 1 , K� -i- ��._l r . .q q � .4 .�_-—�----. • p ��_��� .�° • • o- . ' . .�� 'ti• . , . . � ' 'v . .}� .'..r�,�. ' . ' . • + �p� . b�� . � � � �� . fp M1.4 ;p.v"y . �: � . . ��... d ' d BAS1N a ' i � i ; ._... .... � �-i l � i�`-' .._..� . `� 'i ' �1� The basin cantains an v�ez�ow outlet and also a�"perforat�d pipe on the bottom to ensure that watcr does not remain in the trench and cause vectox xssues. The basin outlet and perforate pipe connect fo an existing on site 18"storm drain. � Runoff is treated by passing thraugh the pea gra�el and rock within the trench and ultzmately through irlfilf�ation into fh�ground under thc trench. _ C.Ma�in.tenance Responsibilit� `� The prvperty owner,Winchester Market P�ace LP is responsible for maintaining the in�xltration trench. The goa�of maintenance zs to ensure that znfiltration is occuxxxng. Regular inspec�.on and replacement of materials within the txench ance they became ineffec�ive in perfarnung as designed are the majar components in the ma�ntenance pr�gram. Trash,Iitter,and debris will also need to be remv�ed vn a regulax basis. The�allawing gen�ral pxocedures shauld be �allowed: , 1. Qualified maintenanc�persannel should periadically inspect the trench every 6 months. 2. If a problem is identi�'Fed,it should be r�solved as soon as possible to ensure that the trench�un�#ions as designed. 3, Regular remvvai of trash and debris should occur, Any�isible t�rash ox dehris should be pxomptly removed. Detailed maintenance p�racedurss are ou�lined in Section E ��6 � . � DQC#20�7-0�7�53❑ Page 14 vf 1? � � D.Ma�tienance Inc�icatvrs and Achvities Functiortat 2Vlairate�ta�tce Regular fixncaonal ma.intenance is reqwired to ensuxe that the infiltra�ion trench per�onms in an effecti�e manner. Functional maint�nance consists o�bath pre�entative and cvrx'e���e activities. Lags and guide sheets a�re conta.ined herein to use in recording�ita�infozmation whiJ.e per.�ornung aperati.on inspection and other infil.�ra�ian trench mai,ntenance activities. Maintenance recvrds shall be kept by the proper�y owner�or a muinimum of 5 years. The proper use and subsequent storage o�thes�xecords will assu�e the�ity o�Teme�ula that the�nfil�ration trench is functioning as designed. Preventative 1Vlainte�a�zce Preventative maintenance shall be performed on a regular basis. Checklists aze inc�uded herein to track and record pre�enta�ive maintenance actiyities. These activities inc�ude trash and debris removai and sediment management. Trash and debris remo�al shall be perfaz�med to ensure thax runaff has adequate surFace area to infiitrate through the various Iayers tha�comprise the cross section af the�cench. 5ediment management wi�I occur when�esti.ng indicates�hat the infiltra�ion rate has dimxnished below the stated a�ceptable rate. � Corrective 1V.fainterzance Corrective maintenance�i�I b�required on�n emergency or non-xourine basis to correct prablems and restvre intended vperation and safe�unction af the infiltration tren�h. Zn,f�ltratinn�"rench�Vlainter�a�tce x. Inspect minimum o�twice per year,befare and after the rainy season,after large storms ar more frequently as needed. _ 2. ��ean the trench when the loss of infiltration capacity�s observed. W hen standing water is present�or a period o�tirrze zn excess vf 72 hours,r�maval of sediment may be necessary.This is an expensz�e ac�.v�.ty and the need�or it may be minimiz,ed through the pre�ention af erosxon. -- 3. Control mosquitaes as necessary 4. Remove li�ter aad debris from surface as required �r6 � � a DOC#2017-OQ7Q53D Page �5 of�7 � TABLE�.:Typzcal Maintenance Ac�zvities for the It�filtra�ion Trench Design�riteris& Maint�nance inspection Maintenance Rvutine Ac'tfon� �ndicator Frequ�ncy Acti�vi,ty Ynspection�or Presence o�watex Annual and?2 Check th�6"pvc stancling water in�he that has been haurs a�ter stozm drain pipe�ox infiltra�zon trench standing for 7� blockage and houxs unclog Znspect sediment and 5ediment depth Bi�.�nnually Remove and replace bu�.ld up within the wi�hi.ri 2"of the top layex o� 6"underd�rain bottam of the baszn infxltxativn trench mat�riais�1.2"of pea grave�) 1Vlaintertanee,�ndicators Maintenance indicato�rs axe signs that indicate that maintenan�e personnel need to�heck the inf'iltrat�on t�ench�or maintenance needs. The most Common tri.gger include warnings or a�cowats of standing water and sediment accumulation. The proce�ding Table 1 show condit�ons and criteria tha�trigger the need�ar svme specif'zc routine infi�tration trench maintenance acti�ities.Emergencies that occasivnally arise would require a mare uxgent,critical.xesponse. Sedinzent Rernaval � The types af starm watex pollutants that accumul,ate in sediment varies,but may include con�aminants such as hea�y metals,petraleum hydrocarbons, and oth�r organic campaunds such as pesriczdes or salvents.When the sediment rea�hes a Ieve1 within 2"��the 6"pv�underdrain, the sediment must be removed. Sediment Dispasat Several methvds�ox disposal are available depending on the concentration o�toxzns in the waste. Methods can range�zom recy�ling the material,tv depositing th�sedimen�into apprapriate landf�lls, ' At the time of dispasal,i�wastes are deemed to be un�'i�for dispasal in a municipal landfi�l,a full and comprehensi�e testing program should be run by a qualified person ta test fa�all the constiutuents outlined under Cai�ifornia code of Regula�ians (CCR)Ti�le 22. Title Z2 Iist conc�ntrations of cer�ain cheraicals and th�ir svlub3e threshold limit concentrations{STLC's) and theix Cotal threshold limit concentrations�TTLC's). Ch�nucais that exceed the allowable concentra�ions are considered hazardous wastes and must be rema�ed from the sediment. �.Inspection and Maintenance�h��ktist a.�s � ,, *' ooc#za�7-oo7as�o Pa�� �s of�7 � rnf'�Itration Txench Znspec�ion and Maintenance Checklist Date vf�nspection Type o�Znspectia Defect Conditions Maintenance Commenfs Resu.�ts 'VL�hen Needed Expected'4{�h�n _ 1V�aintenance i.s �Yes1No} Ma�ntenance is Re uired Performed S�anding�ater When water is There shou�d he present in the no standi.ng in�iltratian trench water in excess longer than 72 of 72 houxs hours. Txash and Debris Visible Trash&debris confumatxon of should be accumulated removed from trash and debris infiltra�ion trench and d�spos�d af xv erI Sediment E�idence of Materials sedimentatian in r�ma�ed and � infiltration trench dispased of properly so that there is na standing water Beddu�.g Layersl 'L�isua�inspection Uniform graded Side 3lopes reveals material surfaces,no is not uniform vr erosion apparent has been dug u Miscellaneous Any canditian Meet the design not�o�er�d specificatians abo�e tha�needs at�entzon to � ensure praper function o�the infiltration tr�nch _ $�� � W �1 DQC#2�17-��?�53D Page 17 of�7 � F.In�iltra�ian Trench Cas�s&Responsxbilities Struciural Quantity Capxtal Annual Start-iTp Q&M Respansible Respansible '�eatrnent Casts �&M Dat�s Frequency Funding F�nding BMP ($) {weekly Party�or Party fvr man�hIy Ynst�llaiion Long-Term u�t-terI O&M Infiltratian 5'x45'x3' $3,50� $SQ� Prior to Monthly Jaxed Winches�ez Trench �c�upancy J�welers Market Place LP � � � ��:�� ��� :��� ��� ��#�t���� �t��"�' ",,��:���:� ���=�##'��:��'3 .�..�...........a...,,............,------_,:,......�.�...�.,,..�.�....� . _ $�x...-•F;��i�F3`if!'173��e:s[;�li4i��}?�5�4k�'L$����i1�'1'�J:.i'�rT-;r3��i14 R t .+�'"'��'�y�`:'� �]iFii�R''��7�f3�Xi���:fl:ii'�t��'w!�t�f34��"�+�:��+��f��i'Iti'i r �l• s.�w.s,�!� ., r � � i�� i��i3I�� Fat �` t ��1w�� h�'4 r' aF {i,'•�#.fl�y��.'��;� � �.arx+..�--�„,.1 a�,����- � .eC"'l..��. �5:���'Jiti��F i�]61S�t�s.�7���I����6_L.�itii*�����f .�� v. i .{�e.r�:S�1�k��1����r'�.�i:?����.� •� � ' � 'r.�' x ��`r . �� � �7' � y�q �� � � ,� ��� ��V � � � � ��,.� ` �.� �' � _ ".~,� a� �� :�� '��]�G�'�3�-��`a�',�►��ft�1Sx�.g-3s1�'����-' � G� �1 ��r ' • 7` r��. 1 � r Sr�'�f��'�.� i���i�� � �5�,�,,'`� ,}. �rlfi'�i3�l�..��ff'r f��C.t�•�.§��ii! � �i R�d�1 R 4a�o-,�■,:•:r ,?��� - "^� f6ti��F�aS���'� �y � , „��t.,�. . ��P�3��.�:� �.w,r.+.......-��r,+v-�.+•ti.w�w.;arw�W;rnr+nwr,w+d�•WwrafMlnM1A�• ynv.w.r,�••••+•M.v.��w.•er.n+i+yr.w.� a�p► �;,'��i�;1��y:3'i f1!!3i:4 it'tE�t�eu�I�iyJ��si'7��.� �..�::��������1����3" 6/fi �J V�later Quality Management Plan[jlliQMP� ]ared jewelers � AppendEx 7.�: Educationa� Materials BNJP Fact 5heets, Marntenance GuideJrnes and�ther Fnd-User BMP�nformatran � ' � . --50-- � � � �:e.... d �� ._.�.. _�;,����_���,. =� � . �,A,,,,.._ ,__._.... - �e _..,,n_......::....:... . _ , . . ................... .�.�--,:.:.,::,:--.,,.....�.,. ��a.. °�� ����,�- , ..�.: :�..:�.�. ...,.,...,�.:... ... �.....,......... . .. ,. . - _ .,.,.,.::,:....:: ..�,, ,...,:..,....... . >� �`�� =�w ��:� � ;��-: � �� ,Po,�;.�-��:-:.=-_� ,.,w,,.._,.. �. ,,.........,.. .. . ..__._. ..,.�........ . ........ ,; �.....� �;�;� -,� � •re � ��;�;;ea..�= ,.' 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'"L...............................................w..............�5-'........t.'-::-E::..:..�Yc1':::::`$:::.'...Y.:..................::..::�i.:...:i::1.`.L.:L•.:" . . �ite C������t �: L�n.d���t�� F��ar�nin� �[3--�.� r� D�si�n 06�ectiyes �J C� �aximize lnfiiha�ian L� Provide�Reter���n C� Slaw Runof# Q �ili�imi�e Im��rvious,Land �overage - Prahibit 0umpir�g o#fmproper :���' �Aater�al� �� Cor��ain Pollutant� Goi2ec�and Ganvey . �: , � .� � Descrrpt��n Each projecfi site gossesses tu�ique topvgrap�uc,hydr-ologic, and vegetafii�e fea�tures, soYne af v�hzch a�e m.c�re suitatile for devel.apnzea�.�than others. In�egratxng and incorporatir�g apprvpriate landscape planning zne�hvdalogie�into�he p�oje�t design i�t��e inost effective ac�ion tliat can be dove to uuxu�nize sui�face anc�grounc�water contaan�na�ian from�s�or�utiv��er. � Appraa�h Landscape pl.a��ning should couple conside�a�on of Iand suitaUili�y fv�u�bau uses with ca��side�atxan of cvnu��unity goals and pz aJected growtll: Fro�ec�p�.an designs should consersre na#ural areas tv the exfient possitile,znaximxze natural water s�orage and i��ltra�ion . oppaa�kunities, �nd profiect slapes and c��annels. � Sui�abt� Appiicativns .� A�propriate applica�ions inclu�e residen�ial, cvn�mnercial and industria�areas p�.ax�.ed far de�e�apu��nt or rede�re�op�nent. ' �esign C�nsiderations Design require�nen�s for s�te desigu and la�ad,seapes planning sl�ould coi�far�n to applicable standards and spec�ficativz�s vf � �gencies wi�la juzzsdictioa�and Ue consisteut�tla.a�Plicable � . Genex�al Plan and Loca�Area Plan policies. .. � � � . � L,1y.AS:ICe`�./A}S.LS��:DF S1k.Y��Y YY�{ y�II:FL ' f�S:(��f.'�A'�.'..�r.t:^..^.!.i�.�S�S..F�'%..IiL ]ar�uary 2DQ3 Ca�ifvrnta 5tormvvatEr 6MP Handbc�ok �.�f 4 , • New DeWelopmen�and Rede���opme[tt - www.caL�mpE7andt�ooks.com � � �Cy-�� ��t� ���i�rt �c Lar�d����� P1�nr�irlg � .Desigrrxi�€��e��n.staIiations Beg�€n the�evelop�nent of a plat�far t�ie l�ndscape unit�nrith atte����n to the foIlawi��g general �rirzc�.p�es: ■ Fv��n�ulat��he p�au an the basis vf clearl��r�icula�ed cvmmu�u�goa��. C�refully�dentify con�.ic�s anc�c�.oi.ces betweev re�aining aud p�vtec�ing desired�•esnu�ces Rz�.d Gvnan�unity grow�tli. � � N1a�and as�ess Iand sui�avility for urU�l use�_ Inciude t��e fa�lo�ving l�nds�ape features u� the assessme��.t: waoded Ia��d, vpen un�avded Iand, steep slopes,erasion-p�v�xe sviis, foundativn suitability,soil suit�bility for�vaste c�isp�sal,aquifer�, aquifer recharge areas, wetlands,flvvdplains,sur�ace waters,agricu�tural lands,and var�vus ca�egories�f urUav Iand us�. '���i�appropria�e,the assessin�ilt cai�highligh�outstaz�di��g loc�o�regional resources�hat the coin�nu�uty detexznines shauld be pz�otecte��e.g.,a sceni�ar�a, recreationai area,thz:eate�aed spec�es habitat,farrr.�.and,fish run). Mapping and assesszx�e��t � shauld i ecvgni2e not���ly these resources}�ut aJ.sv addi�ivnal areas needed�for t�eir sustenance. Projec�plan des�gv,,s should covserve uatural�areas to fi�ie ex�erit�vssib�e,�naxi�nize na�ural �ra�er storage and�i�filt�a�ion opportu�u�.es,avd�rotec�slapes and channels. Conser�ae�V'r��ur�alArecrs durfnc�.�czndscape�'Ia��ni�tg �f applicable,��ae follo�ri�ag i.texus are required and must be in�pleinen��d in t�xe s�te].ayaut during t�he subdivi.sio�u desiga ai�d a�praval p�ocess,consistent with a�plicaUle�er7eral Plau and � Lo�al Area P����policies: ■ C�uster develapuYent aiz least-sensi��e portioi�s of a site w�uie Ieaviug the ren�.ai.xung Iand in a natural unc�isfur�ed candi.tivn. ■ Limi.�clea�.�i.izg and gi•adirig of nati�e vegetation at a site to the ininin�u�.n a�nvu.axt needed to bui�d lot�,allow access,and pra�ide f�re protectio�.�. ■ Maxi�nize trees and o�lier vege�ation afi eac��site by p�.anting adclitional vegetativu,ch2steri.ng ��ee areas,and proinoting�l�.e use of native and�vr draug�ifi�olerant plants. ■ Pranaote xaatural vegeta�ion U�us�ng parking Iot islands a��d other landscapec�a�eas. � � Presexv�riparian areas�nd wetlands.. �cr.�-irrtize.IlTcrtu�al Wat���Starage a17d.�rx�Ii�ration D�po�`�"t[J��t2�5 W��'I�i7I.I'Tte LQ?"t[�SCCIpe �Tlx�� ■ Pzan�ofie�lie conse�vation of fo�est caver. Bui�rli��g vn lai�d��at is�ready deforested affects � basin hyc�c�lvgy�o a Iesser extent tl�an�on�erti.ng fvrested land. Lvss vf farest eo�er reduces �nterceptiou storage,detentian in the organic�oz esfi flvor layer,a��d water J.vsses Uy evapotranspiratiau,�esult�vg i��Iarge peak ru��.o£�i��creases and either�laeir��egative effec�s ar�Iie expense af cvuntering�rhem v►ri�h structural�vlution,s. ■ �Iaintau�va�tual storage reservo'xrs and drainage corridv�s,i�ac�uding d��ressians,areas vf per�neable soils, swales, and in�erinitteut str ean�s. Develop aa.�.d unplen�en�palic�es�nd � 2 of 4 Califarnia 5�ormwaker SMP Handbovk ]anuary 2443 � New D��elopment a�td R�development www.ca bmphandE�ovks.�vm ���� ���� � � ������� � ������� ��w�� � � � � �•egula�iaus ta dis�ourage t}�e clearing,�illiug,and cha���zelizat�ia3�of���ese featuY�es. Utili2e then�in drainage net�varks iv prefe�evice to pipes,cul�re��ts,and e��gine�re�.ditr�YeS. ■ E�aluz�ing iufiltrat�,ou appa��tunitie,s by ref�rri�ag tv tlxe s�vr�nwafier�na��age�nen��nauua�.fa� t��.e jurisdic�.vn and pay garticular atten�ion�v��.�seleGfii�n criteria for avaiding graunciwater cvn�a�nina�ion,paor sai.L�, �ud l��dr�genlogic�l�vncli�ons t��.at cause these f�cili�ies to fa�.. If necess�ry,locate de�e�vpmez�ts�i�h large amau��ts af in�.pe�•v�ious surfaces or a pa�ential to produce xelat�ivel�con�an�ina-�es�ru��off�way fraan grouud�vate� � r�cha�g�are�s. Pr°otect�or�v�S�apes artd Chcxn�Tels durinr�.�.al�dsca�pe Desig� ■ Conve�runaff safely fi oz��the tops of sloges. ■ Avvic�dis�u�biug steep ar unsta�Ie s�opes. ■ Av��ci c�xstuxbi�ug natural.clia3�nels. ■ 5tabi�ize disturbed s�apes as quiG�l�as possible. ■ Vegetate slopes with na�ive or drouglit tolerant vegetat�an. ■ Con�zol and�reat flaws in lands�apivg a�ad/vr otl�er cor�trois priQ�to reachi��g�x.isting � . natura�d�rainage syste�ns. � ■ Stabilize teulporary and pe�znaneY��chaunel cra�sings as c�uick�y as�pQssible,and ensu�e�l�a� increases in i un-off veloc�ty and firequenc�caused�y the project do not erode t��e cliaiuiel: ■ Insfia�l energy clissipatexs,suel�as�.7prap,at the autJ.ets�f nev��storu�c�rains, culv�z�s, � condui�s,or chan�nels t�iat enter uuluYed c��.aruaels i��accordanee wi�l�.a�p�.i��.ble speci�icat�a�.s to 3nini�nize ex osi.an. Energ�dissi�aters�s�aa.11 be install�d in such a��ray as to �nininu�e i.mpacts tv receiving wa�ers_ n Line on-site conveyance chanvels where apprap��iate,ta r�duce erosiou caus�d by incre�sed flo��r veloci�y due to incx eases ii�t�7bu�ary iinpeaviaus area. 'The first cho�ce for lu�ings s��ould be grass ar some other veget�t�ve sur�ace, sii�ee��.�ese naaterials i�o�aa�y r.educe runofF velaci��es,laut alsv pravi.de water qua�i�ty bene�i�s frc�m f�#r�.�io��and in�'iltra�ian. �f veloci�es in t�ie channel axe�ugl�envugh to eroc�e grass vr other vege���i�e Iiiuzlgs,�.7pra�, �vncre�e,soi�ce�.x�ent,vr geo-gi7d stabili�a�ion are other al�ernatives. � Cvnsider ather design pzxnci�les t3�a���e cainparable znd equall�effe��i�e. �ede�ueIo�ing:E��f�.txg�its�'cx�da�.`i�t�s � �Tariou�juz�isdictional stvrinwater manage�nen���ad initiga�ion pla��s�S�SMP,'VI�'QMP, etc.� def ne"rede�e�opanent"in ter�s of arr�otuY�s of additi4nal in�pe�vious area,incr�ases i.n grass floor area aa�d�a�exterior construc�iov, and lane�disturbing ac��ities wi�h struc�ura�ar i�ngercTivus su��aces. The de�'uiit�av af"redeve�.vpznen�'�nust be consulted ta deterinu�e v►rhether or��.ot#he require�aeuts far new c�e�e�.opn�enfi a�ply to areas i��tea�ded for �ec�evelopin�nt. If the defxn�t�on appli�s,�l�e steps outlined under"desig��ing new iustalla�ions" � above shou�d be follovved. �anuary�[��3 Califvrnia Stormwater BMP Han�F�ook 3 af 4 New Development and Rede��lc�pme�� www.ca bmp han db�oks.com �D-1� ��t� D���gn & L�n������ F��anrt�n9 � Redevelogn�en�n�a�presen�sxg�uficaut op�ortu��Yfiy�o add f�atures wl�.�ch��ad not}�re�ivusly be�n in�ple�nented. Fxa�nples znc�.ude�.ncorpaiation of depress�on�, az•eas of per�neable sails, and�wales in new�y redevelvped ax�as. �11'hile sa�ne si�e constra�i��ts auay e.�st due t�th+�status flf already existiug infrastructure,app4�.�unities shoul��iot be missed to maxinuti�in�iltra�ivn, �io�+v rui3vff,rec�uce in�pervious areas, c�scanneGt clirectiy con��e�ed in�per�ri.ou�areas. �th�r Resvur�es � � �L Manu�€I for�li�Staudard UrUan StnrnY��rater Mi�igativn Plan(SUSMP�, Lc�s�inge�es Cvunty I}e�artxnent o�Pu�lic�Il�arks,May 2oa2. Starmv�ater Mauage�nent Manual for�este�n�asliia�gton,�ashi��gtQn��a��Department of EGv�ogy,August 2ooi. . Mode�.Standard Url�an Stoim�ATater IVIitig�tion P�an�SUSMP)fvr San Diegv County, Port of San D�,egv,and Ci�ies ii�5an Diega Caun�y, Februazy x4, �av�. Mode��ITater Quality Manage�nent Plan��MP�for C�unty c�f�range,4range County F`lood Goi�fira�District,and the�ncvz�porated Cities af�range Caunty,D�raft Fetiruaiy�003. Ventura Cou��tywide Te�}anical�uidaiice Manual for Starinv�atex�uality�vntrvi Il�easures, July 2oa2_ � � � . r � 4 of 4 California 5tormwater BMP Har�db��k 7anuary 2DD3 New De��lopmenfi ar�d Redevelo�ment . www.�,abm pha nd E�voks.com F���af Rur�of� �an�rvl� �[3-11 Des��n ab,�ectives � � � Q �f�ximize fnfiltration C� Prav�de Retentior� � l� Slaw Ru�off , ,�..�,�. Minimize Impervious�and ;T�" " °;- ; Coverage � Prohibit Dumping�f lmproper �°` � .�::.�;�; l�ate�ial� � � ��. ..w:.���:x� �,. >�<�.: , � � ��:� ��``� ' :�'�< [� Contain Poll�tant� s. . .�x, • .�: ::: Galle�t and Canvey , Rain Garden �I@5C1"l�]tIQi7 ' �Ta�.zvus roof�unof�con�i oIs aY•e a�ailable�a address stor�nwat�r tlia�c�lrau�s af�i ooftups, The olij ective is tv reduce the total voluzne and�ate vf runoff fronz �iud�vidual lats, and�etain�.�e polluta�.i�s on site tha��na�be picked up fro��roo�ng Ynater�als a.nd at�nasp�eric depasitioa�. Roof runoff cont�oIs cvnsist�f dire�ting�he i•oof runoff away fr an�. p�ved aieas a��d�nit�gatu�g f[vw tv�he�stvr�n draiaz sys�en�through one vf seve�aI general �pproaches: �istexiis ar z�ain�arre�s; dry tivells ar��ifl�z•ati.Qu tr�nches;�op-up einitters, and � � fou��datian. lanti�� . T}.ae fizst thi�ee a . �vaclies�re uire the roof rui�off to�e canfi��i�ea�n a � .p � . PP . �1 guttei�aaid dov►�lspout system. Fauiidatiun plan�ing prvvi�.e�a vegetafie�.strip undei:the dr�i� line of the rvaf. � . Approach _ , �esign of individua�lots for si��gle-fa�x�ily�o���.es�s�ell as Iot�far l�ig�e�de��srty res�den�.al ai�d canunercial s�vuctures slinuld considez�site c�esign p�ov�sian�for�ontaining and in�€Itratu�g roaf runoff or directuig roof runo�f tv�reget�tive s�vales or buffer areas. Retai�ed�afier can Ue reused fo���ratei�ng gardevs,].awns,a�id trees. Benefits�n�he enviraz��nenfi include reduced dema��d for potab�e;vater used far iz z�gatiov,i�ngroved s�or�nv�ater qua�rty,u�creas�d ground�cva�er recha�ge,decreased z2�noff valu�ne and�eak fla�vs,and decreasec�floodi��g�oten�ia�. auitable App�ications A�pro�ria�e applicativns include residevtial, caananer�i.al and ind��s���i�l areas planned for de�relapn�e��t or zedev�lopment. Design Considerat�ons �esignirig.21Tew.Ix�sta Ilat�.ans , , �is�er�s or�ai�z�arrels Qne n�e�had of ac�d�essivag roaf runoff is to di�:ect z vvf dvwn�pauts �� � ��.����� �o cist�rza.s o�r ra��b�rrels. A cistern�s an aUove gzaun��to�age � vessel wi.th e��he�a in�nuall�r�p�ra�ed valve c�r:a peru�Fu�ei��ly open out�efi: Raof runaff is temporarily stvred and.fiheu released , � � �1 for iz��iga�i.v�€a or in�iltrafiQn be�r►reen storzns. T`he ntzui�ae�t af rain �ri�r��,r�.�r���:r� r�,°�:�3�_!�'�.,�.��r�w`_�.'E i�:+;v ]anuary 2i103 . Caiifvrnia Stvrmwater'BMP F�and�ook i:vf 3 New �e�eta�m�ti�ar�d Rede��i�pment . wwvr.cabmpliand€�aok:com a[�--1. 1 F���f Ru r�off ��n�rt���. � barr�ls ueed�d�5 a fui�cfiion�f the raoftap area. Sozne lo�i�n�act deve�a�ers recc►mnzend�liat ever�Iiouse have at�.east 2 ra�in varrels,wifi�i a mini�nun�storage c�paci�of laoo liters. Rvvf barrels serve sev�ral purpo�e�includi�ig nu�iga�iug th�firs�f�ush frvn��he rovf�vl�ich l�as a high vc��.uzne,amoui�t of contam�iar�ts,�n�I therl.r�al loac�. Se�reral types of rain Uarr�ls are �ar�u��erciall�ava�l�l�le. Considerat�Qn�nust be given�o sel�cting�•aia barre�s t�.at are vector graof and ehild�rvvf. Iu addition,same barrels ar�designed�vi�.a bypass v�I�e that filters aut g��i�and other contaxniY�ants and.rvufies overflo�to a snak a�cva�r p�t or�ai��ga�deu. �f tl�e c�t�te��n l�as�tn opera�le valve,tlze valve caiz Ue�Iosed�o�ore storinwater for irrigatiou oz: infiltr a�ivn Uetween stoizns. 1�is system requires�a��tinual n�onitoring by�he residen�ar , grounds crews,�u�provides gxeater flexil�ility in wafier storage and Ynetezzng. �f a ci.stern is �rnvxded�v�ith a��aperavle�al�e and water is s�ored ins�.de for�.ang perivds,the cistern�uust Ue covered to pre�ent mosquitc�es froin breedi.ng. A cistern systen�with a perm�vently o�eu vu�1e�can a�so provide for m�tei���g stvr�wa�er runoff. �f the cis�ern out�et is signi�ica��tly s�nal].ex than tlie size of the downs�out inlet�say�/� to �J2�nch diaineter),rui�off wi11 build up inside tl�.e ciste�.n duz7ng s�orn�,and�rvill e�npty aut sl.awly after peak intensities subsic�e. T}.us is a feasible way fiv z��.iti�ate the peak flc���v increases caused Uy raofto�inipe�.vious land co�e�age;especially fvr the fi equent,suYall s�orms. � .U����edls c��za��rt�f ilt�r�attion�'rer�ches Rvvf dv��spou�s can Ue direc�ed tv dry we].ls or i�xf Itration�#re��ches. A dry well is,�anst�.nxc�ed vy excava�ing a hc��e in t}ae gzou�d and fi�ling it with an open graded aggregate, an�.a�.�.ow�ing the water to�ll the�1��well and in�Itrat�a.�er�lze stv�ux event. ,A,n undergr�unci connec�ion from � the dQ�+vnspvut cvnu�ys water ii�to the dr�r well, allow�ng�t ta be stored in fihe voids. To rnu�in�ize seclimentation 7trom lateral soil�noveinen�,the si.des and top of fihe�tone storage , matrix ca��be wrapped in a peamnea��e�Iter faUY7c,��ough the vott�zn�a.ay ren�a�in opeil. A pei�€orated cabsez�at�vn pi�e ca�u be inser�ed vertir�Iy in�a�he d�y weIl�o allow for inspection and maintezxance. ,. �n practice, dr�wells�ecei.ving runof�from sii�gle roof dawnspouts l�ave bee��succe�sful over long pezzracis�e�au.se they contaiii ve��litt�e seduneut. They znust Ue sized�ccording�o the a�noun�vf roa#�op runoff received,Uu�are typically 4 to�feet square,�.��d�to�feefi deep,wi�� a zninin�um af 1-�aot soil cover aver fihe top��n�x3imur�dep��of�o feet}. To protect the foundativn, d���rells inus�be set away fi nin fih�buildii�g at leas��o feet. 'I�ae�r xnust]�e u�sfialled in salids tha-t accv�n�nQdate i�afi�tration. Yii pnorl�c�rained sa�s,d�y wells have very lin�ified feasiUili�r. I��fiilt�ati.v�a�r���ches fuuctian in a suuilar�uanner and wvult�be particularl��ffectiv�for Iarger raof are�s. An i��filti atioi�firen�h is a long,n�rraw,roek-filled trench v�ith na aut�et�hat receives s�armwater runof� 'I'�iese are descrihed unde�r Treat�ne��fi Coutrols. .Pc���z�p lJrailtcrc�e�r�tzt�er � Roof dov►�tispouts can tie di�ected to�uvdeFgrvund pipe that daylights�onae dis�ance fran�the building fvu��dation,releasing fihe raof rui�oif�lirough a pv�-up en�itter. 5in�ilar ta a pog�up irrigation heac�,tlie enutter only opens w�.xe�.��.ere is flow fran�the rovf. The e�nitter re�nains .fl�xsh�Q the grvund dwru�g dry pe��ods,f�r e�se vf la�n�or landscape�.na�.nte�.ance. � � � �af 3 Califarnia Starmwater BMP Han�boak January 2a03 New De��Iopment and R��levetopmen� www.ca bmpha nd boolc.cam �o€�f Run�ff ��r��r€��s � �D�11 �� �o�rr��Icrtior�.Plantircg Landscape p�an�ing caia be provided araund tlie l�ase�o allv�v i��creased oppai�tuni�ies for storm�vater i�nfi�,tz a�.v��and protect tl�e soil fram�rdsio��causerl b�cancentr�ted sheet fln�v conuug uff#he�oo� FoundatioY�plantings can r�c�uce tl�e�h�sical a.n�.p�ct of��vater on the soil and p�o�d�a�ubsurface aua�ix�f roots that e��eourage inf ltra�zon. Tl�e�e plant7i��gs iuus�be s�urc�y ez�.ough to talerate tl�e lieavy rw.�.off sheet flows,and perivdzc soil satur�tion. . }�ede�elo�aing.Existir�g.fnstr�t�rcx�i.vns 1�a��ious jurisdic#ional sta�r���va�er ma���gei�eii�and n�itiga�on plans �SUSMP,�QNIP, etc.} define"r�develapiuent"�n ter�ns vf aFnoun�s of addi�zanal.iznpervious area,increases in gross flaflr area and�or exteri.ar canst��uction,and�and dzsturbi��g activities w��.�sfructu��.vr in�perv�ous surface5. 'The de�ni�ion o�"zedevelc�pn�ent"n�ust lie caz�sulted to deter�ine �rr��etlier or a�at the require�nents far ne�v develop�nen�appl�-tv areas u�fiended far redevelopu�en�. If t�ae defxnition a�plies,�l�e s�eps vu�luaed under"c�esigning new installations" above shc�uld ve�o�lawed.. Supplementa! Informativn �xarrtp�es ' . ■ C�.��f flttawa's�ater Lu�ks Su�.�£ace—�VV'ater Quality Prote�io��Prc�graui ■ Cxty a�Tvrv�7to Dov��nspou�Disco�u�ectxon Frogr��n s Ci#�af Bo��tan,MA, Ra�n B�rrel Deinc�al�tration F�rogx�in�. ' � �t��er Resa��rc+�s Hagea�,NZa��Ca�lierine, S�v��nwater,"�Low Impac�Developn�ent",Jaa�uar�/February 2003. ��r.stor�nl��o;�n3 LQ�v�n�.gact U�ban Desig��TvaJ.s,Low�mpact Deve�opznent Design Center,�el�sv�i�.�e,MD. �v.�i�.����rmwate�.ne 5tar�at t��e Source, Say Area S�arm�vater�Iai�age��ie��t Agencies Association, �gg9 Ed.ition � . January��[l3 California Stormwater BMP Har�d�aok � of 3 . 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Appraach 'Pro�ec��la�.desigiis for c�evelopmerit and redeve�opzx�e���shvuld i��clude��plir:ation anethods o� �r�.�iga�i.vn w�ter t��at"�uau�nize ru�xo�'f of excess ir�igation v�ate��i��to the star�n�ater con�eyance � systen�. Suitabte Applicati+ans Appropi�iate appliGations i.nc].ude residential,co�n�nercia�and industrial areas p�anned fvr developuYen�or rec�e�elapu�ent. �Detacl�ed resi�ien�zat si.ngle--fa�ni�y l�o�nes are typically exc�uded frona this z equireu�ent.} Design ���siderations �esigrting.New.�nstallat�ons The follvvving methods�o reduce excessi�e irrigation�•unaff should be consxdex ed, and u�corpora��d and i�plemented wl�ere deter�nined applicab�e and feasible b�r�xe Per�nittee: ■ Emp�ay raxn-#riggered shu�vff devices to��event��rz�gation after precipi�a�ion. ■ Desigz�iiz�gation systems�a�ach landscape a�ea's specifi�w�ter r�quire�nents. ■ �nclude�design featuring flaw reducers or shu�aff valves � tr�gg�red by�pressure c�rop ta�eo��trol water�ass in the event o�brakei�sprii�er heads or lines. ■ ��nplen�ent Iand.sca�e plans corlsis�e��t wi�th Coun�ar City � ;� '���u�� . � wa�t�r conservation resa�utians,�vliich xn.ay anclude provisiou of�rater sensars,pragratnmable i��ga�i.aa�fiimes��ar shaa� cyc�es},etc. � . � � � ��t�t��-�strt��v���z r�v.a,�..a•r����:���:��-,����� Ianuary 20�3 California Stvrmwater BMP Handbo�k 1 of 2 New De�elapment and Red�ve�opmer�� www.ca l�mphandbooks.cam �D�1�� Eff����n� Irr�����tan � ■ I3�sigr�tinuz�g a�a�d agplicatian n�e�l�o�].s of�rrigativn v���r�a�n�nir��:iae tl�e��un�ff af excess - irrigat�.v��.�ater i�atv t��e storm�vater drai��age sys�en�. ■ Grvu�plant���th suYiilar�vate��rec�uiY•enaeuts in Qrder to reduce ex��ss i.rr�ga�.on�unoff and p�•atna�e su���c��tra�ian. �hvose plants��ith lo�irriga-�ipu requi�eme��ts{far exa�nple, native Qr drough�to�erai�t species}. Cons�der d�5igr�.�e��ur�s sucli as: . - Using�nuJ.cl�es�sueli as wvod c�i�.ps or Uar}in plante�•�.ieas v�ithout grou��d�vvez to n�inirnize sedin�eut in ruaaff -- Installing ap�ropx�.ate pla��t�na�e�7als for�lYe laca�ion,in accor:dance wi�h amotuYt of sunlight a�d cli�.x�ate,a�ud use nafii�e plan�matez�ials vr�hexe passible andJar as recQin�nended tiy�ie Iavdsca�e arc��ite�� - Leaving a�egetafii�e bairier aiong tlie pragex�y baunc�ary anc�ii�ter�ar watercourses,to act as a gallutant�lter,whe�re apprapriate�nd�ea�iUle - Chvosing pl�nts�ha-�inininuze ax elun.inate the use of fex�i�er vz pesticides to susta�� gro�vth ■ Emp�ay otl�ez con�paraUle, ec�ually effe��ive�xa.eth��.s ta reduce ir��igatia����ater ruuof.f. �e�ievetapi��g�a.��ing.�iz.��c���u�oMs. �I'a��ic�us juri�diction�l stor���wat�r niaa7ag�zuent and nu�ig��ioi�pla��s�SU511�P,�C�MP, etc.3 : � d�fine"�edev�Ivpn�e��t"in tei�us af amounts v�ad�ii�xvnal u�.iper�ious area,i�ic�reas�s in gross flvor�rea and/oz exteriar constructivn, aud�and disturbii�g act�vities��i.tl�.s�ructural or ini�ervious surfaces. The de�initivr�of"redev�lopn�ent"n�ust be co��.sulted to dete�zniue � �vl.�etlaer vr aiot tl�e require�iYei�ts£oz ne�v de�elopinent apply tv areas�nfiended for redevelaprnent. �f tlie definition a�plies,tlie ste�s au�u��c���nde��"t�esig�v.ng new installat�iQns" above shvuld ue followed. �t�er Resnurce� A 11�Ianua�far t��e Stauc�ard Ur�an Starzu�vater Mitigativn Plan(SUSIV�P�, Los Angeles Cvunfi� Depar�tinent of Public Works,May 2vo2. MQdel Standard LT�bau Stoz�n'U1�ater Mitigation P�an�SUSMP�fvr San Diegv County,Pox�t of 5an Diego, a�,�d Ci�ies iv S1n Diego County,FeUruary�.q., �ao�. , N��c�e��Yater Qu�li�r Manag�ment P�an[�IrQMP}�or Cau���r of�r�nge,�range Coun�Flood Con�ral I3is��ict, anc�tl�e Incorporated Ci�ie�of f�range County,I}�af�Februar�2av3- Ventura Cvun�de Tec}.uueal Guidaaac�M�nual for 5torn��vater Quali�Cvntzvl N.�easures, � July 2va�. � . 2 oF 2 CaiiforNa 5tormwa�e�•BMP�-landbvol€ ' ]anuary 2f103 � New De�elvpment and Redet�efapment www:cabmphandbaoks.�vm Lands�ape M��ntenanc� 5�-73 ` flbjec�i�es � ;�:. � �. �°� ■ Can�ain � �� ■ Educate �� ■ ReducelMinimi�e ■ Product Substi�ution � � � Targeted Consti�u�nts Des�r�pti on 5ediment Q Landscape main�enance ac�vities in�lude vege�a�zon removal; Nutr�s�fs , Q herb�cide and insec�icide app�ication; fert�lizer applxcation; Trash Q. watering; and o�her gardening and Iawn�are prac�ices. �letals � �egefat�an cantra�typically involv�s a combinatian af chemical. Bacter�a (herbycide� applicafion and mechanical me�hod.s. AlI of�hese �if and Grease maintenance pract�ces have fihe pa�en�xa].to contribut�pvllutan�s prganics to the starm drain system.�The major vbje�t���s of this SMP are pxy��,�p�manding C� � �a minimize the discharge of pesticides, herbicides and fertz�izers to�he s�o�rm dra�n syst�m and receiving wate�s; prevent the � disposal.of landscape waste in�o-the s�vrm drain system by cal�ecta.ng and properly disposing vf clippings and cuttings,and educatin.g employe�s and the publ�c. Approach Fv ilutior�.�'rever�ction ■ �mplement an in�egra�ted pest management��PM) program. �PM is a sus�ainable approach to managing pests by � cambining biologzcal., cu�tural,physica�, and�hemical tools. ■ Choose�flw water usi.ng flowers,trees,shrubs, and ground�avear. � ■ Cvnsider al�ernati�e�andscaping techniques such as naturescaping and xex�xscaping. ■ Canduct appropriate�naintenance (i.e.praperXy��i.med fex-tilazing,weeding,pest cvntrol,and pruni.ng3�o help � p�ese�ve the landscapes wate�r�f�iciency. ■ � ■ . ��������.������� ��r�r.��r���.��,�:��rr�� January 2�D3 CafEfarn€a Stormwater 6MP Handboak �. of 5, Mur�l�ipal www.ca bm pha nd b�nks,cam 5��7� . �.ar�c�scap� Ma� ntenanc� � ■ Consider grass cycling(grass cyc�ing is the na�tura�recycl�ng c�f grass by lea�ing�he c�ippings � on�he lawn when mowi.ng. Grass clippings decompose quickl�and re�ease valuahle nutrien'�s back in-�o the lawn}. � Sugges�ed�r�tacv�s .dV.fowing, �'r�mming, ar�d Weeding ■ �Vhene�er possible use me�hanical me�hods of�ege�ativn remova��e.g mowing with tra�tor- t3rpe or push mvwers,hand cutting wi�h gas or elec�r�c po��vered weed trimme�rs]rather�han appl�ing herbicides. Use hand weeding where pract�cal. ■ Avoid loosening th,e soil when cvnduc�ing mechanical,or manual weed cvntra�,th3is could lead to eroszon. I]�se mulch or o�her ervsion can�rol measures when soz�s are expased. ■ Perfo�ning mawing at op�timal times. Mvwin�shauld nv�be perfa�med if significant rai.n e�enfis are predicted. ■ Mulching mawers m�y be xecommended fvr cerkain flat ar�as. 4�her�echniques may be emplvyed to minimi.ze mowing such as se�ec-�i�e�egetative planting using�ow maintenance grasses and shrubs. o Colle�lawn and garden clippings,p�ruxung was�e,tree trimmings,and�nreeds. Chig if necess�y, and compost or dispvse of at a lanafill(see wast�management sectian a�-this�act sheet}. � � , � Pidce�empa�aril�stackpil.ed mater�ai away�'r�m�nrafe�cour�es,and berm or cav�r s�oc��pil{�s to�revent materia�x��eases�o s�torm drains. FIarttir�g - . . ■ De�ermine existing native v�ge�ation fea�ues �.oeation, species,size,f�uaction, �mpo�~�ance} and consider�he feasibi�i�y nf protecting them. Consider eXements such as their effect vn d�ra�nag�and e.�osian,hardiness,maintenance requuemen�s, and possible Conflicts betvireen � p�resersring�egetation and�he r�s���urg ma�ntenance needs. ■ Retain and�ar plan�sele�ted nati�e vegetation whose features are determined to be b�neficial,where feasible. Native�egeta-�on usually requires Iess maintenance [e.g., i.xzzgativn,Feartilizer�-�han planting new vegeta�ion. ■ Cox�sit�er usi��g Iow�v�ter use groundco�ers when planting or replant�ng. Wcxsfe.ZV�an�g�eme�.� � • Co�npvs�leaves, s�icks, or other colle�ted vegetation ar dispose of at a pexm�tted lanci�'iill. Dv nat dispase of collecte�I�ege�atian in�:o�vvaterways or s�ozm drainage systems. � e Place tempvra�i�y.�tcrckpiled ma��rial a�vay fram��ate�courses and storm drain�nlets, and berm aa�co��r stuck�ail�s to px•event n�aterial re�eases to t�e starin drain sys�ern. . s Rec�uce thL��se af�i�gh nilrogen£e�i�i��rs�hat p�oduce excess growth rcqu�ring mare � frequeri�ma�v�ng ar�rimmin�. 2 of 6 Ca[�fornia 5tormwater BMP H�r�dY��ak ]ar�uary 2�a3 � � Mu�icipai www.cabmp�zandbook�.com � � La nd�ca�pe M�i ntena n�e � S�-�73 � ■ Avvid�andscape wastes in and around stazm drain inle�s b��e�ther u.sing�aggi.ng equipment or by manually pick�ng up the mat�z•ia�. . Irrfga�ion . ■ �'here pracfiical, use au�omatxc�amers tv minimi�e runof.f. ■ Use popup sp�inkler h�ads in areas wi�h a Ivt of ac�ivity o�r where the�e is a chance-�he pipes may be braken. Cons�der the use af inechanisms tba�t reduce water flaw�o sprinkier heads if broken, ■ Ensure tha�the�re�s no runoff fram the lands�a�ed area�s� if re�c�a�imed water is used for irrigatian. ■ If bailing of muddy wat�r is required�e.g.when repairing a water Z�ne xeak�,do nvt pu�i�in , the s�orm drain; �our over Iandscaped areas. ■ �rrigat�.slawly or pulse irrigate to preven�runoff and then only irriga�e as much a�is needed. , ■ Apply wa�er at rates that da not exceed the infiltrafiian rate of the so�I. Ferti�izer and Pesticide 1V�unagement ■ Utilize a cornpr�hens�ve manageinen�system that incorporates in�egrated pes�management (�P11+I�techniques. There are man�methvds and types of IPM,inc�udang the following: � • . - 1Vlu�ching can be used�o pre�ent weeds where twr�f�s absent,fencrn.g�ns�alled to keep �rodents out,and netting used�o keep bi�ds and insects away from Ieaves and fruit. -- ,L�'iszb�e insec�ts can be rema�ed by hand�with gloves or tweezers� and placed in�oapy water or vege�able oil. A1�ternati�ely,insecfis ean be sprayed off�he plan���.th water or i.n some cases�acuum�d off af�arger plants. , - Stare�Uough�t�raps,such as specieswspecific, pheromone-based traps or co�oxed sticky � cards,�an be used. � - Slugs can be trapped in small cups filled with beer�ha�are set in the ground so�he shYgs � can ge�in easily. � - Zn cases where micrvscapic parasites, such as bacferia and�'ungi, are caus�ng damage tv plants,the affec�ed plant material can be removed and disposed o��pruning equi�ment . should be disinfected with bleach�ta prevent spreading�he di�ease organism�. - Small mammals and birds can be excluded uszng fen�es,netting,�ree��w.�.k gua�ds. � � � Bene�cial.vrgan�sms, such as ba�,Uirds,gzeen lacevvings,ladybugs,px�a�ing mantis, ground beet�es, parasitic nema�odes,�richogranuna wasps,seed head we�vils, and spiders�hat prey on de�ri.naental pest species can be promated. ■ Follow all federal,sta�e,and local Iav►rs and regula�tivns governing the use, s�orage,and � disposal of fertil.zze�s and pesti�ides and traini.ng of app�icators and pest control advisors. Januar�2��3 California Sto�-mwa�er BMP Handbovk 3 of fi Munfclpal www.c�bm p�a nd ba�ks.com S�-�3 � L�r�t�s���pe M�intenan�e � ■ Use pes�icides on�y if�there is an a�tual pest pxoblem[not on a reg�.�lar pre�venfative sc�edule}. ■ Do not use pes�icides if rain is expected. .�.�ply pesti��des only when wind speeds ar�lov►� �.ess than 5 mph). ■ Do not m�ix o�•prepare pes�icides for app�ication near storm drains. ■ Prepare the minimum amount of pesticide need�d for fihe job and use the lowest rate'�hat will effecti�ely cvntrvl the pest. ■ Emplo�techniques to mxni.zxu�e off-target applica�ion�e.g. spra�r drift}af pesticides, including consideration of al.ternati�e applica��n techniques. , ■ Fertilizers should be worked in�o�he sai�rather than dumped or braadcast onto�he surface. ■ Calibra�e ferti�i�er and pesticide application equipment�v avo�d excessive apglica�ian. ■ Periodieal��r test sail�far deterini�ing proper fez��li�er use. � s Sweep pa�em�nt and sidewalk if fertili�er is spilled on�hese surfaces before appl�ing irriga�ion v��a�er. ■ Purehase an�y�he amount of pesticide tha��ou can�easanably�ise in a g,�iven tiine period �• �mvnfh or yea�depending on the product�. � � � . ■ T�iple�•inse containe�s, and use rinse wa�er as produ�t. Dispose of unused pest�c�de as � hazardous waste. ■ �xspose of empty pes�icide�on�auaers according to the instructions on�he container Iabel.' �ns�ec�on , ■ Inspect irriga-tinn sysfiem periodically��ensure that the righ�amount of wat�z•is heYng applied and that excessi�re�runnff is no�t occ��rring. Minim��e excess watering,and repau Iea1�s in the irriga��on system as soon as�h�y are al�sez�ed. ■ Inspect pesticide�f�rtii��er eqwipment and transportation veh�cJ.�s daily. 7'rainin�► , s Educate and�rain emplayees on use af pesticides and in pesticide applicat.ion te�hniques�a pre�ent pollu�ion. Pesticide app�ication must��under the supervision of a Ca�ifarnia �ua�i�icd pes�icide applicator. . ■ T`rain/encaurage municipa�maintenance�re��vs to use IP.M�echniques for managing public � green areas. � ■ Annually train emp�oyees w�ithin departmen�ts re�ponsib�e f��pesticide application on the appropria�e par��ans of�.he agen��s IPM Policy, S�Ps, and BMPs,and fihe Iatest ZPM � �echniques. • 4 of 5 Ca[ifQrnia Stormwater BMP Handbaok ]anuary�Da3 Municipal www.ca bm p ha nd bnv ks,com L�ndsca e Ma�r�tenanc� �C--7� p � ■ Emplo�ees whv are na�au-tho�r�zed and trained�o apply pestxcides shauld be periodically[at least annually)inf�r�med�hat the�cannvt use ovex�the-caunter pest�cides in or around the workplace. ■ Use a trainzng Iog ar similar me�had�o document training, SpiZI�esponse artd PreventivM ■ Refer to SC-�x�.,Spi.11 Preven'�ion, Contro�&Cleant�p ■ Have spill cleanup znat�rials readily ava.�l.ab�e and in a know in Iacation ■ Cleanup spills immecliately and use dry me�hvds�f possible. ■ Prvperly disp�se of spi�I cleanup material. Ut�her Cans�derattvns ■ The Fed�ral Pesticide, Fung�icide,and Rvdenticide Ac�and California T�tie 3,Di�ision b, Pes�icides and Fest Control�pera�ions place sfrict controls vver pes�icide ap�lica�.on and handling and specify�ra�ir�ing, annua�refireshear, and festing requirements. The regulat�ons genera�ly cflver:a�is�vf apprvved pest�cides and selecfed uses,update�l regularly; gene�ra� app�ication�nforma�on; equipmen�use and maixa.tenanc�procedures;and record keeping. The California Department af Pest�cide Regula�ions and the Cvun�y Agricul.�ura� . � �ammission�aordina�e and maintain the�icensing and cer�ifi�a.tian pragrams, All pub�zc agency employees tivho apply pes�i�ides and herbicides in"agricultural use"a�reas such as � parks, golf courses, �cights-af wa�and recreatzon areas shv��ld be properly cez-t.i.fied zn accordance w�th state regulat�ons. Cnntracts for landscape main�enance shauld include simi�ar requz�rements. ■ All emplo�ees who handle pes�icides should be familiar with th�most recent mat�rial safe� da�a sheet(MSDS}�il�s. � ■ Municipa�i�ies do nat ha�e-�he au�hori�y�o aregulate th�use vf pesticides by schoa�districts, hvwever�.h�Cali�arnia Heal�hy Schoals Ac�flf 2aoo �AB 22bo]has imposed requ�rements � vn Califarnia schoo�districts regarding pes�icxde use in schvols. Pasting of notifica�.on privr ta the applicat�vn of pesticides is nvw xequired, and IPM�s sta�ed as�he preferred apprvach to pes�managemen�i.n schools. Requirements Casts � Addi�ionai txaining of municipal employees will be req�ured ta address�PM technxques and BMPs. IP1VI methvds w�ll likel�increase labor cost forr pest contral which ma�r be off�et by Iower chemical cos�s. �acintenanee Nat applicable � � ]anuary 2��3 Cai�fornia Starmwat�r SMP Handboak 5 of 5 Municipal www.ca bm�ha nd books.crrm �C�-7'3 � Lar�d��ap� Mai ntenan�� � Suppl�mentalInfarmatian �'ur�her De�aii vf the��� Waste�anagerrzer�f Cvmposting is one vf the better di.sposa�alternati�es if IocalZy avai�ab�e. Most municipalitzes ei�her have or are p�anning yard waste campos�ing facili�ies as a means of reducing the am�unt of was�e going ta�h�Yandfill. Lawn clippings frvm murucipal main�enance prog�am.s a�w�ll as pri�ate saurc�s would probably be compatible wi�h most compos�ing faciii�ies Con�raci�vrs and 4��ter Pes�ictde �Tsers Municipal agencies should develop and unplement a process to erisuxe that any contractor employ�d�o conduct pest cvntro�and pesticide app�icatian on municipal grvperty engages in pes�cvntrol me�hads can.�isfent with the,YPlVi Policy adop�ed b��the agenc�r. Specifically, municipalifies should zequ�i.re contractors�a follow the agenc�s TPM policy, �OPs, and BMPs; � p�rovi.de evidence to the agency of having re�eived�raining on curren�zPM�echniques when feasible; pro�ride docum�n�a�ion vf pestic�de use on agency proper�y fo the agency in a timely . manner. Reference� and Resvurces King Caun�y Stormwater Pollu'tion Can#raI Manual. B�st Management Practices far Businesses. �.gg5. King Caunt��Surface Water Manage�x�.ent. July. On�-line: � htfp:j�dnr.n�etrakc.go��w�r f dss�spcm.htm , � Los Angeles Cvtvn.�r Sto�m�nra�er Quali�y�odel Programs.Public Agency Ac�ivi��es ht-t : Iad w.ar v�md n des mode]. Iinks.cfm Made�CTrUan Runoff Program:A How-To Guide fvr Developing Urban Runaff Programs for� Small Municipal.i�ies. P�repared by City af Mantere�, Cit�r of Santa�ruz, California Coas�tal Cammission, lVionterey Say National 1Vlarine Sanc�uary,A,ssociatian of Monterey Bay Area �vernments,'VVood�va��dWClyde, Central Caast Reg�ionai�ater�ual�iy Cont�•ol Board. July. � �995. �rang�Cauni�r S�ormwater Program hit : www.ocwa�ersheds.�am S�orm�ater s introduction.as San�a Cla��a Valley Urban Runoff Pollution Pre�en�ion Program. 1gg�Urban Runoff Managemen�Plan. September Y997,ugdated Oc�tober aaoo. Uni�ed Sta�tes Envi;•onm.ental P�•o�ection Agency�USEPA}. 2002. Pollu�ivn Fre�ention/Govd Hous�keep2n�for Munxcipal Operations Lar�dscaping and Lawn Car�. �f�ce of V�ater. Office v� Waste�va�ter Management, �n�-�.ine:hi.t : vv�v�v.e a. ov n des menuofl�m s oll S,h-tm �� � � . 5 of 6 Cali�vrnia Starmwater BMA Hand�aak ]anuary 2D�3 Municipal www,ca bm p ha nci bavks.com Water Quality Managemen�Plan[VNQ,MP] Jared Jewelers , , � a��endix 11: �onditions �f Appro�al � . t � - --51-- � , ' 'f� ^t\� y . . . ' .i '�: !• .. ..... . .. � r '�f�. r�,/�r/�' //w� �ti: •:/`r ir,�. �' ■ V a i ■ V� � •l.r �.5:, r/. ' � � ; �. . .:.,' i .. .�.,..•. •i�' '- .il'. . ..... ........ .. .._ _ ............. .. ..- . . .. . ........ ... .... . ...... ... .. " a. '"y i�,l 1' � , f -.i� �� '� [ornmunity De�elopm�nt •,i' f.r ,, � '� �';�` 41�a�M�in Street • Temecula,CA 92a90 Ahone 951 694G4�� • �ax 95 i 594-G477 • www.ci oftemecula.or •, � � ( 1 tY 9 �. .s l. ... f.. August 25, �0�6 Mr, Tom Love Love Engineering 319�5 Rancho California Road, Sutte 200 Temecula, CA 9�59� SUBJECT: Planning Appfication No. PA16-4�13, a 5,850 square foot De�elopment Plan far Jared Jewelers to demolish the existing iVlimi's Cafe and �repiace � the building with a new s#ruc#ure [ocated a�40825 VYinchester Road Dear Mr. Lo�e� � �n August �5, 20�6, the City of Temecu�a Di�ector ��Communi�y ❑evelvpment approWed a � Canditivna[ Use Permit for �he abvve referenced project subject #o #he encfosed Fina� Gvnd�tions of Appro�al. Anyane dissa#is�ied with this decisian ar the Condifions of Approva� may appeal it within �15 caiendar days from the date of approval. Cau#ion shou�d be exercised in making any expenditures or commitmenfs based upon this approvai until �he expiration of the appeal period and disposi#ivn of any appea�s, which may be filed. , This approva[ is effective un�il August �5, 2��9, uniess extended in a�cordance with the Develaprnent Code. VIlritten r�quest for a time ex#ensi�n must be submitted to th� City �of Temecula a minimum vf 30 days prior to the expira#ion date. I� has been a pleasure work�ng with you during the en�itlement process. if you have any ques�ivns regarding this subject or approvals p[ease cvnta�t me a# �95�} 506-5�42 or by emai� a� brandon.rabidvu u�7cityoftemecula.org. � 5incer�Iy, :�-::� ���� •.s,.z.'• � .!c��'c++rv"'--��,,, �r�n�on Ra ou � .?T�, . �,. Assistant Planner � Enclvsure: Finai Conditions of Approval Approv�d Sit� Plan � � cc: Luke INatson, Director of C4mmun�ty D�velopmen� � Stuar� Fisk, A1CP, Principal Planner 3C:L�lanning1241�1PA1B-�243�lared Jewel�rs ORIPIanninglE3irecfor's HearinglPA18-�2i3 Approval Leiter Wit�Hearing,doc � EXH1BlT A G�TY �F TEN[E�ULA FIN►4L CaNDITIaNS aF aPPR�VAL Planning Appi�catian No.:� PA�6-D2'�3 � Prvject Description: � �,8�0 square foofi Develvpmen� Plan for �ared Jewelers to demo�ish the � existing Mimi's Ca�e and replace the bu�lding with a new s#ructure [acated at �D8�5 Winchester Road Assessor's Parc�l No.: 9�i�-290-0�$ M�HCP Category: Exempt �previously deveioped si�e} DIF Category; Exemp�€�5.�6.03Q.A: Canstruction which does no# result in new square . €oo�age shal� nv� be subject�v facili�ies deve�vpmenf impac�f�ey TUMF Categary: Exempt ��5.a8.�40.D,3: Re�rabilitationlRecvns�ruction} e Qu�mby Category: NIA�non�residenfiial} �, � �lpproval Dafe: , August 25, �0�6 Expirativn Da�e: August�5, 2��9 PLANN�NG D111151aN �1f��hin 48 Wnurs of�he Approval � ':�;� F�lin�,Notice .vf.Exemption, The applican�ldeveloper shal} deliver �o the Planning Division a �cashier's check or money order made payable to the County Clerk in the arnount of Fif�y Doliars ��5D.00} for the Caun#y administrativ��ee, to enable the City ta file the Notice af Exemption as prov9d�d under Pubfic Resaurces Gode Section 21�52 an� California Gode of Regulations Section �5062. If within said d�$-h�ur period the applican�l deWeloper has n�t delivered tv the Pl�nning Division the check as required abo�e, the apprnval for the prvject granted shall be vvid by reason of failure v�condi�ion �Fish and Wildlif� G�de Section 7�'1.4�c}}. � . General Requiremen�s �, fndemnifcation...of.:the.�G� . The app�icant ar�d owner af the real pr�perty subject tv th�s � cvndi�ion shall hereby agree to ir�demnify, protect, hofd harmiessF and defend the City and its attvrneys from any and a�I claims, actions, awards,judgments, vr pr�ceedings against the City to attack, set aside, annul, o�seek monetar}r damages resui�ing, direc�iy or indirectiy, from any activn in fur�herance of and the appraval of the Ci�y, or any ag�ncy or instrumentafity therevf, . advisory agency, appeal board or le�islative body including actions ap�r�ved by the voters nf the Gi�y, cvncerning the P�anning Appi�cation. The City shall be deemed far purpases of this condition, ta include any agency or instrumentality thereof, or any of fts elected or appointed offcials, afficers, employees, consultants, contrac�ors,�legaf caunsel, and agents. City shall promp�ly nvtifi� bath the appfican# and landvwner vf any ciaim, activn, ar praceeding ta which �his cond'€tion is appiicab�e�and shall further cvoperat� ful!}� in fhe defense of�he activn. The City reserv�s the right to take any and all action #he City deem�to be in the best inte�est of the City and its citi�ens in regards tv such defense. 3� =�xpit����n: This approval sF�all be used within three years of the approva( date; o#her�nri5e, it � .... shall became null and void. Use means the beginnEng of substantial cons#ruction cvntempiated by this approval �nr�thin the th�ee year perio�i, vvhich is ther�af#er diligently p�rsued�o�om��etion, ar the beginning of substan�ial utilization contemplated by�his �ppraval, o�use vf a prop�rty En confiormance wi�h a Conditional �se Permit. �:: fi�rx���,��. The Direc�or v�Community Development may, upon an app�icativn being fCed prior to expiration, and for goo� cause, grant a time ex�ens�on of up to five extensi�ns vf time, , one year at a time. � 5,. �:����rr�an��'vsi�t� ;�1`���ro��c��„ �?�n�: The deve[opmenf of the premises sha(I substantially conform ta the approved site pian and eleva�ions cantained on fi�e with the Plann�ng Divrsion. 6.� .,�i��i'���:���it�w A separate building permit shall be required �or all signage. 7f. :.t� ���a �:� ��1��in��n� �a Landsc�ping instalied far th� project shall be cor�tinuously maintained to the reasonabie satisfactivn vf�he DirectaT of Community ❑evelQpment. If it is de#ermined thafi the landscaping is nat being main�ained, the Directar vf Comrnuni�y Developmen�shall have the authority to require�he p�operty owner t❑ bring th�landscaping into confvrmance with the apprvved landscape plan. The continued maintenance of ali landscap�d areas shall be the responsibility of the developer vr any successvrs in interest. 8�� Graffiti. Alf gratFiti shal! be remov�d within �4 hours on telecommunication�ow�rs, equipment, � walis, ❑r ather structures. 9. ;.INater Quafity and Drair�a��.. Other than stormwa�er, ifi is illegal to allaw[iquids, gels, por►vders, �: s�diment, fertilizers, lan�scap� debris, �r�d wa�te�rom entertng the s�orm drain system or from leaving �he �roperty. To ensure compliance w�th this Cvndi�ion of AppraWal: a. �p�lls and (eaks sh��l b� �le�ned up immediateiy. � b. Do naf v�ash, maintai�, ar r�pair��h�cies vnsi��. . c. D� not hase down p�rking areas, sid��alk�, alieys, or gutt�rs. d. Ensur�that all rnateri�ls anc� pro�;�ct� stored vu�side �re protecf�d �ram rain. �. Ens�re all trash bins ar� co��red at all times. � 1 D� `P�tin�����n��;�c�ir��a. The appii�an�shal! paint a thr�e-foot�byMthreewfo�t sec�ivn vf the hui(ding fo� Pl��ning aivi�ion inspec�ivn, prfar tv commencing pain�ing of th� building. � 1�� �?��t�Q�r��h�i:��Pr����: The applicant shall submit to #he P#anning Division far permanent filing -� �wn 8"X �0"glossy pho�ographic color prints of the approved color and materiais baard and the eolored architectural e�evafions. A�f I�be1s on the cvlor and materia�s board ar�d elevations shall be readable on the phvtagraphic prints. ��;� [�����i���.:��d:.��il���, The Condit�ons of Apprvval specified in thts reso[utron, #o the extent ....- ........:......_._......�..........,,�.�-: � ,, specific�tems, mat�riats, equipment, techniques, fnishes ar similar matters are specifed, shail be deemed sat�sfied by Ci#jr staff s priar appraval of the use ar uti[izativn vf an item, material, equipment, fir�ish ar t�chnique that Gity staff determines tv be the substan#ial equivalenf of tha� required by th� Cond'+#ians of Approuaf. S#aff may elect to r�je�f the requesf �o substitute, in which case the rea[ party in �nterest may appeal, af�er payment of the regu�ar�ost of an appeal, the dec�s�on to the Planning Cvrnmiss�on fvr its decision. �3,, �11�a�€��ca�i�r����Qr��F���ii�i�r�s� The permittee shall obtain City approval for any madifications or revisians to fhe app�vval vf this project. �4:. ,Caver.ed Trash Encl�sures. A[I tras� en�losur�s ❑n site shall include a salid cover and the construction plans shail include all defails of�he trash enclosures, including the svlid cover. �5;r �:.�e�i'io��'�`�in��t�a�i�:k: '�,,�.:. .,��rori�l. A�I previous Conditions of Appr�val �rom PA98W006�4 shall ... : .: :. . ::... : ...�.: .� . remain in full ef�ect unless s�perseded here�n. '�6, .Construc#ian and Demv[�tion Debris. The deue�ope� shalf can�ac� the Gity's �ranchised solid weste hauier far disposai of constructton and demofition debris and shall pravide the Pfanning Divisivn verifica�ivn of arrangernents made with #he City's franchise solid w�ste hauler for disposal of cons�ruction and demalition debris. [�nfy the.City's�franchis�e may hau! demvlition � and cons�ruction dc�ris. 'I7. :�u�(i�.�i���C���i�t�r���: The applicant shall comply with the requiremen�s af the City's Pub�ic Art ��rdinance as defined in 5ec�ian.�.08 of�he Teme�ufa Municipa� �ode. �S. :P�ta���_:�#���it�s�,_,..,�r�c��: AI� parkways, including with�n the right-a�way, entry►rvay median � landscaping, wal�s,fenc�ng, recreatianai tacilities, an�on-site ligh�ing si�all be mainta+ned bythe proper-�y vwner or maintenance associa�ion. Pr'rar tv Issuance vf Buitding Perm�� �9. F'���kin�:�►r�e��'L�ind���i�in�:. The Landscaping and irrigation Plans shall provide a minimum fve-�oot wide planter�fo be�insfalled at the perimeter o� all pafk�ng areas. Curbs, wa�kways, e�c, are not tv infringe on �his area. z0. Tr�r�� ��,a�i:on�°.�3r�i�Qrrn::�`:��i ���an��=����� :"�i�f�::�� The Gity ofi Teme�ula adop��d an ardinance an March 31, 2003 to co��ect fees for a Ri�ers�de Coun�y area wide Transp�r�a�ian LJni�orm Mi�igafian Fee {TUMF}. This project is subject to paymen� o�F these fees at fhe time o�building permit issuance. The fe�s are subjc�ct to the provisians of Chapter '�5.�8 of the Temecula Municipal Gade and the�ee schedule in e�fect a�the time of bu�lding permit is�uance. 2�, �3���a��qu��. R�I downspouts shal� be internali�eda 2Z. ��ivt�r���ri�;�l�n� The appfi�ant shall submit a photometric pian, incl�ding the parking lot, to the Planning Division, which meets the requirements of the Develvpment �ode and the R�verside Caun�y Palomar Lighting 4rdinance 655. The parkin� lot ligh� s�andards shall be placed in such a way as ta naf advers�ly affect the growth patentiaf vf the parking �ot�rees. �� ,.,.. . . , . . .., . ,. 23:. f�=����€`���ti ;:L�n��+��'i��-:Yar�d;��ri���i�n:�Pl�n�: Four �47 cQpies of Gonstructian Lar�dscap�ng � .... : ........... . . .. .. ...:_... . ... and rrrgatiori Plans shaii ��e`�revi'e�ved�and"apprvved by �he Planning Divisian. These plans sha�l be submitted as a �eparate submittal, nvt as par� of the building pfans ar other plan set. These plans shall con�orm to the a�proved cvnceptual landscape plan, or as amended by these conditions. The ic�cation, number, height and spread, wa�er usage a� KC value, genus, species, and container size�f the plants shail b�shown. The plans shall be consistent with#he 1Nater Efficient Urdinance and Water Stora�e Con�ingency P�an per the Rancho Ca�ifarnia V1later Dis�rict. The plans shal[ be accompanied by the appropriate fi[ing fee (per the City of T�mecula Fee 5chedule at time o�s�bmitta!} and ane capy o�the approved Crading Plan. 24:.. �L�n�isc���nq;��it�:...'1r�s����I:ons. The Landscaping and Irriga�ivn Plans shal! include a note . ........................... ... .. .. . . .. ........ .............. ...: .. s�a#ing; "Three fandscape site inspections are required. The first inspecti�n will be conduct�d at installation of irrigation while trenches are open. This wil�veri�y tha�Errigativn equ�pmen�and 1ay�ut is per plan specifications and detaiIs. Any adjustments or di�crepancies in ac�uaf condi�ions will be addressed at th�s time and will require an approval to con�inue. UVh�re applicable, a mainline pressur� check will also be conducted. This wi1! veri�y�hat�he irrigation main�ine is �apable of being p�essurized tv �5� psi for a minimum periad vf two hours without Ivss a� pressure. The second inspection wil! verify that all irriga�ior� sys�ems are ope�ating proper�y, and to v�rify tha� all piantings hav� been ins�affed cons€stent with the appraved censtruc#ion landsc�pe plans. Th��hird inspection wilE �erify prop�rty landscape main#e�ance . �or release of the vne-year iandscape maintenance bond." Yhe applican�lowner shall cvn#aGt the �'lanning Division to sch�dufe inspe�fions. � - � �5. � �;A�r'o'ri�rii�� S�_ils :���Q�; The Landscaping and lrrigafivn Pians shal� include a note on �he pians stating, "The contractar shall provide �wv capies of an agfonomi� svils �eport at the �rst . irrigatian �nspection." 2�,,, `�V�J����..-��.�``�--����Ula�i��n�,. The Landscaping and lrrigatian Plans �r�al� include v�a#er usage . calculatrons per Chapfer �?'.�2 of th� ❑evel�pmenfi Code (V1la�er Efficien� Drdinance}, the to�al cosf estimate of pfantings and '€rriga��an (in accordance with app�vved plan}. Applican� shafl �se evapotranspiration �ETo� fia;tor of �.70 fvr caiculat�ng the maximum allo►rvable water budget, r• 2?. r�`�����c�ti��n�.� ::���..:�.������ .�.. ���ri��na���. :=P'�a���ir��, Specif catians of the landscape maintenan�e prog�am shalI indicate, "Three �andscape site insp�ctions are required. The f�st �nspection wi1! be candu��ed at installation of i�rigation while tren�hes are❑pen. This wil� �rerify that irrigation equipmenf and layaut is per p(an specifications and de�ails. Any adjustments ar disc�epancies in.actual conditions will be addressed at���s�im� and will require �n approval �o continue, Vllhere applica�le, a rnainline pressure check wili also be conducted. This will verify that fhe irrigation mainlin� 2� capable of being pressurized fo ��0 psi fnr a minimum period af tl+vo hvurs 4vithout loss vf�r�ss«re. The second inspectivn will verify t�at a�! irrigatian systems ��e oper�ting pr�p�rly, �n� to verffy that �II p#antings have been installed c:onsis#ent �vith the approv�d CO�'latructiar� I�ndscape plans. 7'h� t�ird inspectian will verify prvper-ty landscape -��aintenance fcr re�ea�� of the one-y�ar landscape mainten�nce bond." The applicantlowner ` s�a�l cvntac��he Planning Division ta schedule insp�ctions. � � 28. �lrr�` ��i� `, The landscaping plans shai[ include au�omatic irrigativn for a!1 Iands�aped areas and complete screening vf a�l ground mounted equipment from.view vf the public fram streets and adjac�nt property fnr private cornmon areas; frvnt yards and siopes �rifhin individual lots; shrub plan�ing to camp��t�[y screen perimeter walls adjacent to a public righ�-of-way equal ta 5f feet or larger; and, ai� landscaping exciuding City maintained areas and front yard landscaping which sha![ include, but may no�be limited to, pr�vate slopes and commvn areas. 29;_ ��'r�����p,ir�a: The iandscape plan� shall €nc�ude all hardscaping for �questrian trails and pedestria-n trails w�thin pri�ate common areas. 3fl:.: P:r��i���.`�r��dir�;� .�I�,n�: Precise G�ading Pians sha�l be �onsistent with the approved rough grading p[ans includin��al! s#ruc�ural setbaGk measurements. 3�:, ��iiidi�i`'�� ��ri�s�����ibn� ��?I��is `���: :�3u�do�r �.�r�as; Suifding Constructian P�ans sha�l include detaiied autdovr ar�as �including but nat lirni#ed to ��ellises, decarative furniture, fvun�atns, hardscape, etc.} tv matGh the style of th� building subjec� to the apprvvaf of the Directvr af �ommunity De�elvprnent. . . . .,.. 32; �`L�arid������rt� ��� uI��rn� �:f�r'�:���i�s��D�v�3o��i��ri�r If any phase or area of the project si#e is .. ...-..--. . ........... ....:...��............: ::...;:,::.:.. :;:.:.: ...:..:...... . not scheduled for develvpment witfiin six months of the completion of grading, #he landscapir�g � plans sha![ indicate it will be �empararily landscaped and irrigated fvr dus� and svi( erosfon � cont�ol. � .,............ .... s � 33� �:�IQ_�l,P��L.�r��s�a�e;,,,,;;�v,rn��nc�. The cons�ruction landscap� pians sha�l be consisten� with . Appendix A, Table 3���of�tfi�e�Loiiv fmpact Dev��aprnent�LID� Manual for 5vu�hern California for plan� mat�rials and treatm�nt facili#ies, and shall reference the approved precise grading plan � far VtIQMP features. 34.. �:U�ii'r�;,;:�c���r��nQ:. AI! utilities shall be screened from publiG view. Landscape canstru�tion �drawings shalf show and label all utifities and pro�ide apprapria�e scree�ing. Prvvide a three-foat cfear zvne arvund fre check det�ctors as required by #he Fire Depar�rnent before startzng�he screen. Grvup utiiities toge�her in arder to reduce infrusion, Scr.eening �f utilifiies is not to lovk like an after#houghf. Plan plantzng beds and design araund utilities, Lacate a[I light poles on pians and ensure that there are no c�nflicts wi�h t�ees, . Pr�or to Release of Pvwer, Building Occupancy Qr Any Use A�lowed by This Permit . :. ::.. 35. :��r�� `�t'�"�:��:v���::��+�i� ������, The appli�anfi shall b� required fo screen all �vading a�eas an� ... ............ �roof��mounted �mechanica! equipment from viev+r vf the adjacent residences and pub�ic right�of ways. lf upvn fina� inspection i� i��determined that �ny me�har�icai equipment, roaf equipmer�t or ba�ks af building p�rapef walls are visible from any portion of the public right-of-way ad�ac�nt to the praject site, the deve[oper shall pro�ide screen�ng by canstruc��ng a slaping tile covered mansard roof e�emen# or other s�reening reviewed and appraved by the Director of Cammunity Development. Dutside Agencies . 3G. �:�m�����:�����tiii�M.E�V'l�D: The app[icant shall compiy with the re�ammendations set farth in�he Eastern Municipal Vtilafer ❑istrict's transmittal dated i�ar�h 3, �D1 B, a copy vf v�rhich is attached. 37. ��i� �liar�����vi������111�:: The applic�n��shal! camply with the recvmmenda�ions set fv�#h in�he Ranchv Cali€vrnia Water D€s�rict`s �ransmi�ta� dated March �, 2���, a copy o� which is � attach�d. PUBLIC WC3R�S DERAR�iVI��T � �ene�al Requirem�nts 3g, :{��n�it�i�ns�,o�:���ir'4V��;: The developer shal� comply with al! Conditions vf Approval, the Engineering and Canstrucfion Manual and al( �ity co�eslstandards at nv cost �o any gQVernmentaf agency. 39. Enti�lem����p�rovaf. The developer shall comply with the approved si�e plan, the cvnceptua[ :: . .:....::...:..:.: :.:....:::�.,..... .,;. . : .:..,. 1f11a��r Quaiity�Nlanagem�n� Plan (IIVQMP} and other relevant documents approved during en#itlement, Any significant vmiss�on tv the represenfation of site canditions may require the pl�ns to be resubmit#ed far further review and revision. 40�. ;'���ci���;:���iri���P�iri�i�: A precis� grading permit for vn site improvements �vutside ofi pub�ic right-o�way} sha�l be ❑a�a�ned frvm Pu��ic V1Jorks. ��. En�r.oachmen�. Permits. Prior t� commenc�ment of any applicable construction, encrvachme��t permi#ts} are required and shall be obfained from Public V1lorks fo�pub�ic offsi�e . improvements, Priar�fl [ssuanc� af a Grad'rng Perm�� � � 4�. En�ironmerita[_Cons#ra�nf_Shee��ECS�. The de�elaper shall compiy wi�h a�i cnnsfrainfs per the . ,. .. r�cvrded ECS►nri�h any underlyin� maps related�v the subjec� prvpe�ty. � ., : _. : . . ... . .. . ,_;. 43. ��'ad�i��.l��a�f���:��.:S°e°d�m�:; ,�:.�;ti�r�rQ� �'Ian: The deveioper shail submi� a gradingle�osion & ° s�d�me�t-con#rvl plan�s} to be revi�r►ved and appraved by Public 1Norks. �All plans sF�al[ be � coordinated�ar cansEsfency with adja�ent pro�ects and exi��ing imprvvemen�s cvn#iguaus tv the � si�e. The apprvWed p�an sha(! include afl Ganstruc�ion-phase pol�u�ion-pr�vention �ontrols to adequately address non-permit�ed runoff, Refer to the City's Engineering & Cvnstructian � I�anu�i at: h�fp:llw�rvw.cityoftem ecula.o rglTemecu�aJG overn m ent1P u bI i cUllorkslen gi neeri ngc�n stmanuai.htm 44;: Erosion & S�dimen� Control`:�����ri�i���. The �evelvper shali �omply with the prvvisions of : . . ' Chap�er 24,�5ect�on '18.24.�44 �of the Temecu[a Muni�ipal Code by pasting securi#y and en�ering inta an agreement to guarantee#he erosivn & sediment control improvements. 45. '�1���� ��ri�r�� P�`rm�� ��m 'l���r����: The develvper shali vbta�n project cov�rage under�he :..................:...:......... .......::: ..... . : . ... . ... State Nativna�� Polluta�t DiscF�arge Eliminat[�n Sys�em {NPDES} General Permit fo� Canstruc�ivn Activit�es and shal� provide the fol�owing: � a. A �copy of �he Waste Discharge ldenti�i�ativn Number (1i1rDID} issued by �he State Vllater Resaurc�s Cantrof Board �S1IVRCB}; b. Thz project's Risk Level�RL} de�erminativn num�er; a��d c. Th� name; contact informa#ian anc� certir'icat�on nurnber o�the Quaiifed SVIIPPP ❑eveloper (QSQ� Pursuant to the St�te INa#er Resvurces Con�rol Board �SWF�Cg} re�uir�ments and C��y's storm water ❑rdinance, a 5torm V1Jater�Pallutian Preventiv� Plan �SWPPP) shall be generated ard submi�#ed tn the Baard. Throughout the project duration, �he SWPF'F� sha�! be routinely upda�ed and readily avai�able �ons��e} �a tl�e 5tate and Gity. Review wvvw.cabmphand�voks.cQm for 51J�lPPP guideli�es. Reter to the fa�fowir�g link: http:llwww;wa�erba�rds,ca.gavlwater issueslpragramsls�armwaterl�onstruct�on.sh�mi � � � �6, �a�����u��li `���a��":��i�n�:i���'n'��Il !�€�;��ai�������. r:�`. The�evelaper shall submit a ,:. �. ... ...... . °� ��n�n: fna[ V�lQN[P��� re ared b a re istered rafess�onal en ineer with the ini�ial radin !an �� P . Y 9� P 9 � � 9 P submitta�, bas�d vn the �onceptual V11QMP from the ent�tlement p�acess. lt must recei�e accep�ance by Public Ullorks. A copy a��he finaf proj�ct-specific 1NQ�IP mus�be kept ansit� at all times. )n addition, a completed 1NQ[�P�peration and Niaintenance ��&M}Agreement shall be subm�tted fvr review and apprvval. Upan approva�from City s#afF, the app�icant sha�l record the 0&M agreement at the Caunty Re�vrder's affice in Temecula. Ref�r to the WQMP temp[ate . and agreement �ink below: , http:llwww,c�tyof�emecula.orglTemeculalG vvern men�IPublicWvrksNVQM PandN PDESMIQMP. htm � 47:. D�a.ir�a:_:�,: AI� appli�able drainage shaii be depicted on the grading plan and properfy accvrnmodafied with ❑nsi�e drainage �mprvvements and water qua[i�y facili�ies, which shall be pr�vately maEntained. A�tera�ions t❑ existing drainage pat�erns o� concentrativn andl�r � dive�ting flows is nvt aliowed unless the deve[oper constructs adequa#e drainage impravements and �htain� the necessary�permissions from �he downstream property awners. All drainage lea�ing the sit�shal� be conveyed into a public storm drain system, ifi poss�ble. The creation vf new crass !ot drainage is not permitted. 48. .;Q��ii�aqi_.����v. A drainage study shalf be prepared by a regis�ered civil engineer and submitted to Public 111fvrks with the ini�ial grading plan check in accordance with Ci�y, Riverside Co�anty and �ngineering standards. , The study shafl identify storm water runoff quantities �#a . mitigate �he ���--year storm event� fram the development vf this site and upstream of the site. It shalf identify a!f exist�ng or propvsed vffsite or onsi#e, publi� ar private, drainage �Faciiities intended to discharge this runa�F. Runoff shall be conveyed to an adequate au�all capab�e vf receiving the storm wvater runvff without damage to public or private praperty, The study shall t� incfude a capac�ty analysis ver€fying the adequacy of ail facilities. Any upgrading or upsizing af drainage facilities necessary tv convey the starm water rur�off shalI be prvvided as parf of development of this prvjec�. 49. :��oi��:R�p:c�:�;� A svils report, prepared by a registered-sail or civil engineer, sh�ll be�ubmitted to . �Pub�ic INorks with the initial grading plan submittaL The report shal[ addr�ss the sit�`s soi[ candi�ivns and provide recommendations fvr the construction of engineered structures and preiiminary pavement sectians. 5�. �Le��r-����,�P�rr���si�€�1����t��n�, The developer shall vbtain documents �letters vf permission �.......<-:........................_...................................:: ::.......,.:,... ,. or easements} far any o�si#e��viiork perfarmed on ad��ining properties. The documer�t's farmafi � is as directed by, and shall be submit�ed tv, Pub�ic Works for accept�nce, The document infarmativn shall be noted on the appraved grading p[an. Prior to lssuan�e of Encroachment Permit{s� 51. '�'ub�t� �ti1i�.:i�'���t����.�:tltif���. The develvper sha�l suhmit all rele�ant documentation dt�e to ,..... ,.. ... encrvaching wifhin ��ty right=o�F way; and is responsibfe for any associated casts and for making arrana�ments wi�h each applicabfe p�bfic utili�y agency. �2. Tra�ic Can�rai Plans. A cvnstruction aTea traffic con�rol plan �TCP� will be required fvr lane :., cfosures and detours ar vther disruptions tv traffc circulativn; and shall be reviewed and apprvved by Public 1�Ilarks. The TCP sha�f be �esigned by� reglstered civii or traffic engineer � in cvn�ormance►►vitf�the�atest edition vf the Caltrans Manu�l ❑n Unifarm TrafFiG Control Devi�es (MlJTCD} and City standards. � Priar�o tssuance o�Buiiding Permi��s] 53. Certi�cations,� Certifrcafions are requir�d frvm the registered c�vi! �ngineer�o�record cer�ifying the build�ng pad el�Watio� per the approved plans an� fram the soii'� engineer-of-record cer�ifying compac#ion of the buildin� pad. � Prior ta Issuance of a �erti�icate of�ccupancy 54. i-G��'ii" ���ti`��r�:����:�r�� ����i�m����;; Tf�e �evelvper snall compfefe a!I work per th� appraved plans . .... :.... . ...... . .. and Conditions vf Apprvvaf to the satis�acf�vn of the Gity Engir�eer. Tni� includes af[ on site wvrk �incfuding water �qua�ity �acilities}, public improvemen#s and th� executed �IfQ�1iP Opera�inn and Maintenance agreement, 55. ;:���lif�r.�i:u���'�':�I'����n���. The deveioper shal! receive written ciearance from applicabl�uti�ity ,�;�,� ,,.;�,�,:,�....�_1 agencies��{i.e.,pRancho Cal�fornia and Eas#ern Municipa�Water❑istricfis, etc,}fvr tf�e campletian of their�e�pec#ive facilities and provide to Public Works. �6. '�� l���rra.e�a��fl�'L��.�a-�d.'�,r� �r����n���sl�lonu�ne ��; Any appu�tenance damaged or broker� durfng development sha�! be repaired ar remaved and r�pla�ed �a the satisfaction of Publi� 1Norks. Any survey mvnuments damaged ❑r destrvyed shall be rese#per City Sfiand�rds by a qualifed prvfessivnal pur�uant to the California Business and Professi�naf Cvde Sectian 87�1. 57;, �:e�k��t�a icins. All necessary certifications and c�earances from engineers, utifity campanies and public agen�ies shalI be submitted as required by Pubiic Works. �3UILDING AND SAFETY DIVI���N �en�ra[ Requir�men�,s 58. Fina� Buildin4 and Safe#,y,.,Condition�;. Final guilding and Safety condi#ions wil! be addressed � �,. , .... . ....:.: :.:....:�:,, . ...... .......�.., when �uilding cvnstruc�ion pl�ns� a�e submi�ed to Buildirrg and Safety tar reviev�r. Thes� conditi�ns wil[ be based ❑n vccupanc�r, use, the Cal�fornia guifding ��de �CSC}, and r�lated � codes which.are enfvrced af the time of building plan subrriitta[. 59K ���,rrip�i�n������rit�.:��de. Ai�des��n cvmponen�s shafl comply w�th applicabl� provisivns of the �D13 edition of the California Bui[ding, Plumbing and IIllechanicai Codes; 20�3 Caltfarnia � Electrica! Cade; Califarnia Adminis�rative C�de, 2a13�alifornia Energy Cades, 2�13 California Green Building Sfiandards, �alif�rnia Titie 24 Disabied A�cess R�gul�tians, and City vf , Temecula Mun�cipal Code. � 60. :����i������s.. Applicant shal! provide de�ails ofi all applicabie disabled ac�ess prov�sivns and building sefback� vn plans#a inc�ude: a. A!1 ground f�oor uni�s ta be adap�able. b. Disab�ed access from the pubiic�ray to±he main entrance of the huiiding. G. Van acce�sib�e parking lacated as c[vse as possible to the m��n entry. _ d. � Path of aCcessib�l�#y fram parking �o furthest point of improvernent. � e. Path vf traWef from public righ�-of way to al! pubiic area� on sit�, such as c[ub hause, trash enclvse tot�ats and,�icnic areas. 6�.� ;�au�i�.�a�:��i�ier�i�i��`:1�I�a�a��::�?�1�rri�r:t��liri:an��. �►�plicant shall submit, at time vf plan review, � a comple�e exterior site light�ng plan showing complian�e wi�h Caunfy of Riverside Mouni Pal�mar �rdinance Number�55 fcr the regulativn a�lighf pollutian. Ali streetlights and v�her outdoor ligh�ing shall be shown on e�ectrica�plan�s�rbmitted to the Bui�ding and Safety Divis�on. Any outside (ighting shall be haaded and aimed not to shin� directly upon adjoinin� property❑r �ubiic rights-of way. � fi2,. �:��r���� �`��r���ii���_ Ap�licant must ob�ain st�e�f ad�ressing for a�f proposed build�ngs by requ�sting street addressing and submitting a �ite plan �For cornm�rciai or multi-�am�ly residen�ial projects ar a recarded fna� map fvr sin�ie-�amily resi�entia� pr�jecfs. �� :_: �3., �.��e�c� ���e����� : `T����3.; A receipt or clea�ance lett�r�rvm the Temecula Valley Unifi�d Sehoo! � Qistrict�shafi �e submitted to the Bui�ding and �afety Department to ensure �he paymen� or exemption from Sch��l 11�itiga�Eon Fees. � 54�: :�7��a�n°:�i�ppr��al�: P�r���t� '�a,��t��c�f��: Applican� must vbtain ail building plans and perrnit .. �r,,�,,,.,,.,.,�:,�,��,a�.��,,,��..e..�...�.�... ... �approvafs privr tv commencement of any cons�ruc�ion wark. G�, �C�b�iiriin�...:��.. ara��;:.. ... ... .. . .,..., � ����v�is.r��a� ����r`itf�: Tras� enclosur�s, patio covers, f ight sfandards, � and any block wal�s wi�l require separate approvals and �ermits. 66. ���'�li���i�,, Demo�itivn permits require separate apprnvals ar�d perm�ts. .... . . . .. 67. .���nr�r:::..:a�c� �1�1� � r.'���r�� �_ `� � r��ra��: 4n�site sewer and wa�er p{ans wi�l require separate ...: .. . .: app�'ovals and perm'rts. .. . ...... . 68. Hvurs of CanstructiQn. Signage shall be prominently pasted at the en�rance to the projecf, �indicating the hvurs �f�onstruct�on, as allowed by the City a� Temecula Municipa� Ordinance � 9.Z0.�6n,for any sife within one�quar�er m�le af an occupied residence. The p�rmitted hvurs of construcfion are Monday #hraugh S�turday fram ?;�� a.m. to 6:30 p.m. N❑ work is permitted on Sundays and na�ionally recognized Gove�nment Hofidays. 59: House Elec#rical Meter. Pr�vide a house electrical meter to prvvfde power for�he vpera�ion vf ..:_..�._::::::�.......:.........:.:....::::::::::::::::::,.:_;:.::._..:,::,:.,.. exteriar lighting, ir�igation pedestals and fire alarm systems for each building on #he si�e. Developments with singie user buildings shalf clearl}r show on the p�ans how the apera�i4n o# exteri�r lighting and fire a#arm systems when a hou�e m�fer is nat 5peci�ically prvposed. : .. .,. .; � . .; 7�. ;�?�����t�c�.t� ��� ���iiris; �n�� '��'�ne���r�ri: Pratectivn of jaints and penetrations in f�re ...... : ��sistance=rat�d"'assemblies shall`nv� be cancealed �rvm �iev� until inspected fvr a!1 designed • fre pratect�on. Required �ire sealslfi�e barriers in fire assem�lies at fre resistant penetrat�ons shall be installed by �t�te o� CA Iicensed fire stapping company. Provide certifcation for the instalfatian of each area and c�rtification vf cvmp�ian�e for Bui(ding �fficial's approvai. A� P�an Re�iew Submirtat 71. :��t�rr���tin ;:.�'1����_��n��:.'��1��I����o���: Applican� must submit to Bu�lding and Safety faur ��} �ompiete set� vf pians and twa �23 se�s o� suppor�ing cal�ulafions for review and appraval inciuding: a. An electrical p�an inc�uding load calculations and pane� schedule, plumbing schema�ic, and mechanicai plan applicabl�tv scape af work. b. A precise grading plan ta verify accessibility for persons with di�abiiities. c. Truss calcufatians that have been stamped by the engineer o�F record ��the building and the truss manu�Facturer engineer. Prior fio Issuance o�Grading Permit�s� 72. Qnsi�e 1!1la�er and.5ewer.Plans. Onsite water and sewer plans, submitted separately from the : ................................... ..... l�uildinq p�ans, shal! be suamitted ta Buiid'+ng and Safety for review and appro�al, 73. -D�rn��1'i��an_.P�r�i���: A d�molition permi#shafi be ob�ained ifi there is an existing s�ructure to b� , ......... . .......: .. .. removed as �art°���th� prvject, Prior to Issuance af Buitding Permit�s� 7�. �'"���n`�:�����i������rri�'��:����e���i������`:�r����sYci��l.. Applican#shall rovide a ro r�ate stam of . . - . . . .. .. . .. . . . , p pp p P a registered prof�ssional with a�iginal signat�are on the plans. Privr t� Seginning of Cons�ruc�ion � 7�. ���e�„�ra�����r������`:�e�������: A reMconstruction mee�in is re uir�d with the buildin ins ec#or ............. .......:..... 9 � 9 P prio�to t�e s�a��'o�the building con�t�uc�ian. � FIRE P�EVENTI4N General Requiremen#s 75. '�'r��..�eqt�ir��rr���t: This building �vili have a fire sprinkler riser rvom. This room will have dire�� . �ex�e�ior�access and will house the ftre sprinkier riser and fre alarm cantra[ panef. N❑ a#her equiprnenf will be p�aced in th�s roorr. Risers shali not be obstruc�ed in any manner. The fi�e system riser is tv be provided wi#h eighteen ��8} inch clearance to each side and to the front vf the systern �iser. Acce�s sha[I be provided by m�ans af� daor with the minimum dimensEans tw4 (2}fee�six�6} in�hes wide by six�6}�eefi eight�S} inch�s tall from the exterior�f the building directly�o fhe riser as approved by#he Chief. 7T,; �'i��:�Ivd�rtt�: The Fire Prevenfion Bureau is requi�ed �o se� minimum frre hydrant distances fvr a!I new and exisfing pro�ec�s per�FC App�ndix C. Standard fire hydrants�6"x 4"x�2�2'/z" ouflets} sha�f be lvcated on fire ��cess rvads and ad�acenti pub�ic stree�s. For all Gommetcial projects hydrants shaii be spa�ed at 35�feet apart, and sha�l be loca�ed no more t�an ���feet from any point vn the stree� or Fire Depar�ment access rvad�s� fran�age �o a hydrant, The required fre flow shall be available trvm any adjacenf hydrant�s} in the sys�em. �CFC Appendix C and T�mecula City C7rdinance �5.�6.��0}, � 78, r;l�e���: The Fi�e Prevenfion Bureau is requir�d�v set a minimum fire flow for the remode[ar �consfr�ction of ali commercial buifd+ng� per�FC Appendix B. The develaper shall pro�ide for this pro�e�t, a water system capable vf de�i�ering 4,OOQ GPM at 2U-F'SI residua[ operafing pressur� for a 4-haur dura�ian for �ammercial pr�j�ct�. ��FC Appendix B and Temecula City �rdinance 'l 5.��.D�O}. Privr Ya issuance vf Grading Permi��s� � 7'9. .:�cc�s�'(�������+��hs: Fire De artment��hic e acc s = , . p l e s raads shall have an unabstructed w�dth of nat less than 24 fzet and an unabstructeti vertic�l G�earance af not less th�n �3 feet B �nches - (CFC Chapt�r 5 and City Ordinance '�5.��.�20}. Pr�Qr t� [ssuan�e af Building Permit�sj 80. :���,.�i��� �u��iit���...�`�::ir�: �;1'n���:�����r�d ����r��.: The deve�oper sha�l furnish three copies of the wafer system plans to �he Fir� Prevention �Bureau for approval priar #o ins�allation for a�C private wat�r systems pe�aining �a the fire serv�ce Ivvp. PFar�s �hall be signed by a registe�ed civil engineer, contain a ��re Prevention Buf�au approval signa�ure block, and cvnform fio hydrant tjrpe,�l��ation, sp�cing and mfnimum fire flow standa�ds. Hydraulic calculativns will be required with �he undergro�nd submitta� ta ensure fre flvw requ�rements are b�ing met for�he an-site hydran�s, The plans must be submitted and approved priar tv buildinc� permif being issued �CFC Chapter 33 and Chapter 5}. 8�:: ;R� ia���`�i:..�i��i�n���I� Fir�>��';r�n�C�er�=.����"���r�i�� . Fire sprinkler p�ans shall be suamitted ta fhe �Fire�Preven�ion Bureau �ar approval. Three sets of sprinkler plans mus� be submitted by�he �nstal��ng contracto�to the Fire Preventian Bureau. These p�ans mus�be submitted priar to�h� issuance of�buifding permtt. 82.: '����:':�:�t�rni�is-��Fir��_��il��r�n '� �e�n� ;. Fire alarm plans shail be submitted #o the F�re ........................... .... _.......... . .:.,.. . Prevention �ureau for approvail��� Thre�'sefs of ala�m p�ans must he submitted by the insfal(ing � ca€�trac�or to th� Fire Pr��entian Bureau. The fre a�arm sys�em is required tv have a . dedica�ed ci�cui�fram the hause pane(. These plans must be submitted pr�or#o�h�issuan�e of bui[ding permit. � � . Pr�or ta ls�uance of Ce�tificate vf❑ccupancy � 83. �;i�i����s�i�,�,g: Ne►�v and exi�ting buildings shalf have appraved address numbers, build�ng numbers vr approved build�ng �d�nt�fi�at�an plac�d �n a pos�tion that�s pla�nly leg�ble and vis�bie f�om the street vr road frQnting the property, These numhers shall cantrast with their backgrvund. Commercial bui[dings shafl have a rn�nimum of �2-inch numbe�s wi�h suite numbers being a minimum of six inches in size. AI! sui#es shall have a minimum vf fi-i�ch high letters andtor numbers on both �he front and rear dvors, (CFC Chapter 5 and Gity Urdinance 15.�6.DZ0). 8��: �Knax...Bax, A"Knax-Bvx"shafl be provided. The Knox-Box shaE1 be installed a minimum of six �fee���in���i'eigh#and be located to fhe righf side af the fire riser sprinkler rovm t�FC Chapter 5}. P4LICE DEPARTM�IVT Gene�a� Requirements 85�: °�:�rid��a'��:H��i�ht. Th� applicant shall ensure a!I landscaping s�rraunding �!I buildings are �kept af a height�of n�r mare than three feet or below �he grvund f�oor v+rindow silfs. Plants, '� hedges and shrubbery shall be defensible plants to deter wou�d-be intruders from breaking into fihe buildings utilizing fower leve! windows. 8�. 'Tr�e��f�rt'��i��iu�. The applicant sha�l ensure aIl trees surrounding all bui�ding roof�ops be k�pf at a distance t� det�r raaf accessibility by "would-be burglars." Since trees also act as a na�ural �adder, the branches must be pruned �a have a six-fvat�learance from the buildir�gs. 87. $���rri`'�H�i�tt��: Berms shall nvt exceed three fee� in height. � 88. .P�rkin E.Lo���:i�h�in : A�I ark�n !ot li htin shall be ene� sa�in and min�mized after hour ., � . ..,,.,...�. � � � � �� � 5 . of darkness and in campliance with Ti�1e Z4, Part 6, of the Calffornia �ode af Regulations. 89. ��ri��'�.��v�=����i�ir��': Al� exteriar do�rs shall have a vandal resistanf ligh� fix�ure ins#aEled �abav��fhe dvor.r �The�dvors shall be iliuminated wi�h a minimum ane-fvot candle il[um�nation at grvund le�el, evenly dispersed. 90. f�����`i��`�ui��i`�i�:`�iqh�fin�: All lighting affix�� ta the exteriar vf buildings shall be v�rall mounted light fixtures�� pra�ide su�icient f�ghting dur�ng h�ur� of darkness. � � 9�. �'��d�.ar:'L�c��`�in� :'D���in•�,�l��n:�B�u�ii�����.F�v�r�. The applicant shall comply with the Gavernor's o�der �o address the pow�r crisis. This order became efFec�ive March 1$, �0�1 calling fvr a subs�antial redu�tivn from businesses to cut usage during r�on-business hours. The order, in � part, states, "A�! Cali�ornia r�taii esfablishrnents, inc#uding, but not limited ta, shvpping centers, auto mails and deaierships, sha�i s�bstan#iai�y reduce maximurn vutdovr lighting capabil��y during non-business hvurs except as necessary fvr the hea�th and sa�ety af the pub[ic, emplvyees ar property." Fai�ure to comply with thi� vrder fo(Iowing a warning by �aw �nforcement officiafs shall be punishable as a misdemeanv�with �fine not tv exceed$�,OQD in accordance with Titfe 24, Part B, vf the Califarni� Cvde �f Regulations. 9�. �Commercial or lnstitutivnal Grade Hardware. A!I doors, windows, lacking mechanisms, ... .......:.::.:...................:....... ... ... ���nges,��and ather misceflaneaus hardv+�iare shall be camm�r�ial or institutivn grade. �3. ����������:��r�v�r�l� Any graffti painted or marked upon the buildings must be removed or paint���over�wi�hin 24 hours vf being disco�ered. Report a(! such crimes to the Temecula � Palice 24-hQur dis afch Center at 95� 696�H�LP. p � } � 94� 1�1�rrx� ���t��;, Upon completion of canstruction, the buifdings shall �ave a monitored alarm system ins�alled and rnoni�or�d 24 hours a day by a designated pri�a#e a�arm company to notify . the Temecu�a Pvlice D�partment �f any intrusion. All multi-tenant officeslsuiteslbusinesses bca�ed w�thin a s�ecific buElding shall have their own alarrn sys�em. This candition is na� appiicable if the business is opened 2417. 95. �F�Qv�:M��c�ie�; All roaf hatches sha[I be painted "fnterna#ional �range." 95. '���f���::1�����-�ss�f��:. The constructian plans shal� indicate the application v� painted rov�top addressing plvtted on a nine-inch grid pattern with 45-inch #aff n�merais spaced nine inches apart. The numerals shall �e painted wi#� a standard nine-inch paint rvEler using #�uarescent yellv�v paint app�ied over a cantrasting background. The address sha�l be oriented ta the stree� and piaced as closely as possible to t�e edge a�the buiIding closest fv �he street. g7.. 'p��i:�c ..�:e��-�a�, Any public telephones located on the ex�eriar of th� bui[ding� shal] he ,.. p�aced �in �a�weil��i�, high�y visible area, and ins�alled with a "cali-out on�y" feature �o deter loit�r�ng. This ��at�re is not required fvr pu�lic telephanes installed within the interior of the huildings. 98.,; :�Q��i��in�. All disabled parking stalls on the premises shail be marked in accard�nce wi�h Section 2251�.8 0�the California Vehicle �ode. 99,. aEm�la�e�:�.:Tr�iri��nr�:r Employee training regarding re�aiflcredi� card theft, citizens' arres� prvicedures, personal safety, �usiness security, shoplifting or any ot�er related crime preventian trainin� procedures is afso availab[e thraugh the Crime Prevention lJnit. ��QR in���ctia��� ��nd�.T�iri'i�,q. C�nt�c� th� Temecula Police �epa�ment for inspections and � training for �both��employe�s �nd owners. This �ncludes s ecia[ events held at business p lacations where aicahal wi!! be senred fo�a fee and the event is open to the general public. �0�. 'l�k��s�Y:��irik�r:�� The Teme�u�a Pvlice Depar�m�nt affords all retailers the ❑ppor�un�ty to participate in the "Inkless Ink Pragram." A� a minimal cvst for ir�kless inkpads, re�ai�ers can take a thumbprint a�eWery�ustamer using a personal check to pay for senrices. A decal is alsv pasted vn the front entry ofthe business advising customers of the"�nkless lnk Prag�am"in us�. I�the busin�ss bec�mes a vic�im af check f�aud, th� Police Department wi�l be able ta track the _ suspect wi�h th� thumbprin�. � � ��2. .Crime Prer�enti�n Throu �h ,Enviranmen�af Des� n. Crime preventivn through enuironrnental desrgn as developed by �he Natior�al Crime Pr�vention Institute �NCP!} supports �he �oncept that"the proper design and e�Fective use of the builf environment �an lead to a reductian En the f�ar and incidence of crime and an improvemen� in the qualiiy v� iife." The nine primary strafegies thaf suppor� #his concept are included as �vnditions belaw, a. Prvvide clear border definitian of cvn�ro�led space. Examples af border def[nition may inc�ude �ences, shrubber-y vr signs in exterior areas. Within a bui�ding, the arrangement af furniture and color definition �an � serve as a means a� iden�ifying contro�led space. b. Pro�ide c�early marked transifiona( �anes. Persons need to be able tv idenfify vrlhen they ar�e mflving trom public to semi�public ta private space. c. Gathering or cangregating �reas#o be focated or designa�ed in [ocations where there is gaod sunreil�ance and a�ce�s control. d. P1ace sa�e activities in unsafe locativns. Safe actiWiti�s attract normal users to a �ocat�vn and suhsequenti�render the �ocation less attractive #o abna�rnal users du� �o observativn and passible intervention. e. Pla�e unsa�e ac�ivities in safe loca#ions. P�acing unsafe activities in areas of natural surveil�ance or controlf�d access will help over�ome risk and make fhe us�rs of the areas feel safer. �. Redesign the use Qf space to provide nafurai barriers, Separa#e acti�i�ies �hat may conflict with each other �outdoor basketball cvur� and children'� play area, far example} by distance, natural #errain or' vther functions to avvid such cvn�lict. g. Imprave s�heduling of space. The timing in the use afi spa�e can reduce the risk �or normal users ar�d �ause abnormal users to be of great�r risk vf sunreillance and intenrention. h. Redesign space tv �ncr�ase the perceptivr� of natural survei�lance. Abnormal users need �o be award of the risk a� detecfion and pvssible intervention. Il�indows and clear �ines�o�F sight serve �o provide such a p�rcep�ivn ❑� . surveilf�nce, i, a�erCome distance and isalation. This s#rategy rnay be ac�omplished through impraved communications (portable twa-way radios, �for�xample� and design efficiencies, such as the locat�on of res�rooms in a public building, � �03. �B:u.�iri���� ������ri�`. �i���ie:':'. Busir�esses des�ring a business security survey o� �heir lo��tion can contact the C�rime Preventian and Plans Unit of th� Temecu�a Police Department af �95'I} �95-27�'3. '!04. :��t��ia � '' �� F��t��rc�i���� �����dt�����: Any questions regarding these cor�ditf�ns shouid be directed to the "Temec�uia��Police� Department Crime Prevention and Plans Unit at 495�} �95-2773. �