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HomeMy WebLinkAboutTract Map 3751 Lot 9 WQMP Project Specific Water Quality Management Plan A Template for preparing Project Specific WQMPs for Priority Developmenr Projects located within the Santa Margarita Region of Riverside County Project Title:Uptown Temecula Auto Spa Development No:TM 3751, Lot 9 Design Review/Case No: LD16-1613, PA15-0520 LDOMAR ' � �.• . . .. ����MURRIETA�� � � - . � �. � - _._ .e- ir�. s. ... E .. . .Y. >:.. . ......x. ...... .. . . . . EMECUI.A-:� � - - - - �� .. .�:.. � .. . ._. _.__ �'i Contact Information: ❑ Preliminary � Final Prepared for: Buz Knal dba 3 Minute Car Wash Original Date Prepared: March 2015 11560 Bellagio Road Los Angeles, California 90049 Revision Date(s):June 8,2016,April 18,2016, July 7,2015, Prepared by: Saxon Engineering Service Prepared for Compliance with 2605 Temple Heights Drive,Suite A Regional Board Order No. R9-2010-0016 Oceanside,California 92056 � � rc � ��� � � � � _ `� 9 n � � � � `T�is ���j�ct-Specifc ��h>9P h�s be�� pr�p�r�d fc�r by S�xca� Eragi���ri�� 5�r�ri���fc�r t��EJ����r���rt��ca�l���aa2�5��pr�r��ct, �h�s 1�/C��P €s ir����d�a� ��a cc�r��ty �ith th� r�q�i��rr��nt� �f th� Ci�t �f `��rrs�ct�l� f�r �rd���t��� 1�-Q5 a�hieh irt�ltac3es�h�reqc�Ir��t�r��f�r the pr�p�r�t���ar�d irr�pi�rr��rat�titrr��f a Pr�J��t�S���ifi����1P. �'h��t�d�r�i�r��d,�rhs'I���n�n�th��rs�p�rtylPr�j��t d�s�rib�e�i�th�pr�e�dir��p�r�graph,sh�li b�r�sp�ns�bl��c�r th� irr�pt� ��t�t;�n �rad ��ar�dir�� �f th�s � � �r�d �itB�r�st�r�th�t t�is C�. P ts�r���d�d �s �ppr��sri��� t� r�fl�ct u�a-tr�-d�t� c�t�dit6�ras �� th� sit�, Ira �dditiar�, th� p�c�p�rty ��ner ��e�pts r�s�czrr�"rb�li�y fcsr ira��rirta ���r�ti�rr ��d rt�airr#�rs�r►�� �f St�r�w�t�r ��st �����t��r�t Pr��Yic�s t�n�il sa�ch tirvt� �s Chcs r�spc�rasib���ty ls ���rr��li� tr�n�f�r��d �c� � �ubs�qu��t c���o�r. `�hos �lC�, � ��11 b� r��ri� d �ith th� f�clilt� a�p�r�tar, f�ciiity �u�a�r�eis�rsp �rt��a{c�y��s> t�r�ac�ts, rr��int�n��c� �nd ��r�vrc� ��rr��r�c�t�rs, or �ny ca�h�r p�rty {car p�rCi�s} h�v6�� r����r��#b�1�ty fc�r i�rapl���r�t►n�p�r�i�r►s�#�h�s �l�Pa �t I��st t�c��c�py af�his C� P�rill b�r���r�t�i��d�t C�� pr����t s�t�ar pr�j��t caffic��n p�erp�t��ty.`fh��ar�d�rsi�n�d is�uth�arix�d t�c�r�f�a�d t��ppr���impl�re�s�r�2atir�r� �f this �C��P. `th� �r�d�rs3���d ds ���r� �h�t �rxapl�t�r�r�t�tior� �# ti�is l�VC3�P ss �nf�r���bl� �a�d�r �ity e�f i�� �cs�l��U���r��a�l�ty�rdi�ar����Mu�icip�l��d�S�c�3�r�i2a�5}. :�1, th� s��d�rs����d, ��►�if� �!r�d�r �����t� �f i�g� ?���� th� �p��is���� �{ �hi� �l��� h��J� ���n �P�s��e� ��� �c��pC�d�r���h�t th�����t�ili b tr�e�sf�rr�d t�f�#t�r�s�a�c�ssc�rs i�����r�s�.°' _� � � _ - �_ r � r�����s s�� �� ���� ` , c CJwn�r's Printed��t�s� C�t�rr�er's T�/k�o�itlo� � � { � "��i'i�yCi�iiivitp aiZii��8i�u u�5i�i"i O�Si"�'+i�ii'v�wici lICd4171CfIR aiou s'"3°c�"iLi'StC3i'riiiiJa°aici i{uiaiiiy naru yu'a���Ji}i CC3iitt'Qi�c�i Nlanagem�nt Practices in this piarr meet ti�e r�quire�nents af R��ir�r�ai t�/�t�r�.uality vontr�l 6o�rd C�rder td�.�9� 2b1�-0��.�a�nd any su�s�quer�#�mendmen#s t�rer�tc�.,, f� � B P,��par�r's S��rra�ur� �a�� � d � � �r�p�r�r's PrAr�t�d P��r�� Pr��ar�r°s�Ta�I�fP�sitior� ��a,��E���tC� 4,�` � �• �� t° Pr���r�r's l,i�ens�rr�e ,�,�,�'°,,�`��- �'�,'�� �y �^ � ��4 � � � � . �� ��� � ���d.�„ C�l V i 0� ��,���° �F`�,���k % �� � � �. � � �� � 0 . � � � � � � Water Quality Nianagement Plan(WQMP) Uptown Temecula Auto Spa TM 3751, Lat 9, PA15-0520,LD 16-0668 vi� G � � �;�/ � �;� �%�6!�v ��4 /h� u �.�.%��'r�.% / �,� 4, ��/G,�i• Sectaor� Aa Project�nd Site Information...P,..o,..a..�s,,.,e...,.....o..o..ae,e.,00.,,...a..e.o.�aa,., „a°o. 6 .a..a.....o.n...o...,.e.mm,o.,.,w A.1 (Vlaps and Site Plans..............a....o.................,...o.o......o...a....o......,..........,o....o...00...................o.....,..e....7 A.2 Identify Recei�ing VUaters................o..........,a.......................,......,..........................................o...... ....7 A,3 C�r�inage Syst�m Sus��ptibility tca Hydr�rr�c�difi��t��n.e,.,,ea.00.a..,oa.o,o,a,..oe,n,,.....a..o...,a.o.,e,00...,..o..,ma.e.$ A.4 Addition�l P�rmits/A�pprovals r�quir�d fc�r th� Prraj�c�:.....o....,a..o,a.,.,.a.,..,eo.,...o.e.....................oe..,a.e� Se�fiion B; �p�irr�iz�Site Util�zation (LID Principles}.....................................a.......,..o......,.,.e...,....o.,o.....,..o...9 Section C. ��lonea�� �rain�ge �Id�na�err��nt Are�s (�7�il�s} .o....e.,o.......................e..,e,..,..,.,,....o....,00..,.,..,0 10 Sectican �e Irnpl�rn�r�t LI� �Il�Ps ..aa..,.......-0.......o.......a...o....,..o................................e.,.,...,..,..4.....a....A...,...... 13 C?,�. I�fiitr��ior? �pplic�bility.o..o.ao................o.....,..o.,.,o...a..o..e.,,o..o...o.....,...o..,.........o.............,................. 13 D.2 Harvest and lJse Assessment ....,......e,o.e.e,,,.o.,..,..,,.so.,,o..a.,.......aa..o..,...a,e.,,..ao.:..o.,...o.,e., 15 D.3 �ic�ret�n�ion ��d �iotre�trr��ntl�ssessrr�ent...............................................................�-----�--.__,:,,=,_- �� �.��th�r Limitir�g Gecat�chnica! �or�di�ior�s...o,....a,o,,,,,,,,,,,,,mo„e,,,.,,,.,Ae.,,,,,,,,..ea...oa.,.e,..,.,..°o....,....o...a.o 19 €�.5 ��asibility�s��ssm�n���arnm�ries ........o....a....o.o.........o........................................e...o.a.................o. 19 �.V LIV i�1Vi�` J�G��1� ....>........................................>...e....................o.....,.................................. ,............�O S�ction E: Implement Hydrologic Contr�l �IVIPs and Sedim�nt Supply �NIPs .......................o...m.,ee..o....o.0 23 E.1 Onsite Feasibility of Hydrologic Cantrol BMPs.........e......................................................................24 E.2 tVleeting$he H6VIP P�rformanc�Star�dard for Small Proj�ct Si�+�s...................................................24 E.3 Hydrolagic Control BMP Selection ..................................................................................................24 E.4 �-lydrologic Control BMP Sizing........................................................................................................26 - �- - � E.5 implement Sediment Supply BMPs.................................................................................................26 Sectian �: Alternative Compliance............................................................................................................ 29 F.1 9dentify Pollutants caf Concern....................................................e...........................,.................,......30 F.2 Stormwater Credits........................o......................o.........................................................................31 F.3 Sizing Criteria..........................................................................................e.....,....,.,,,,.....e......,.,....,....31 F.4 Treatmen�Contr�) E3MP�election...................................................................................................31 F.5 Hydrologsc P�rforrr��nc�5t�ndard��If�rn�tev�Cor�plianc��ppraach...,..e,,.......a..,.......o...,a...o....31 F.6 Sedirr�ent Supply Performance Stand�rd - Alternative�ompliance ......a..................o.............00...o.o.31 Sectiar� G:Source Cor�trol BMPs o...................o...........o......,...............,.................e......,..............................32 �e�ti�n H� Canstr�actior� Plan Ch�ck6ist.....a....................................................................................o...o...... 33 S�ction I: Operation, Maintenanc�and Funding .....o.,o.,.....o............:............................e,....,.e.....o..s,..,,,....�4 Acronyms, l�bbrevi�tions and D�finitionso.ao....o.......o..o..°e.,....,....e.........................................�,,..,,.,..,..,,,�„ 35 _3e Water Quality Management Plan(WQMP) Uptown Temecula Auto Spa TM 3751, Lot 9, PA15-0520,LD 16-0668 y °- � �-��ti� ;.���` �,�� �c;'��'✓�,,��� T�bl�A.1 ld�ntification of Receiv�n�Waters...,....o..,...,,,,e..e................00....o........a...,..ee,...e..,..,...o..,...a....,..e,7 1"able A.2 Identificati�n of�usceptobility to Hydramodification...............................o.....o.........................a..� 1"�ble A,3 �th�r Appli��ble Permits,o,.e,o..,...,00...,,...,.o,00......oe..o..o..,...o,..o.................o....,..a...,........00.....,e.o..o.� �f�f�l� �;a� ���.�I�ss►fi��tic��s..e.a,,,..,,..a.,....e...om.e„m..aa.w..,..,,,.,e,awa.,ea,ew,aAeame„eaa��,n�,_e,,,en,oG,a_e�,s4aa.��a._sP.oa.�r,ss 1C� Table�,2 Typ�°A',Seif-Treatir��Areas ...o,e.e....,.o.,...a................e...e,,..n.,...a.....nwa,.....,,,,ao.o.,a...a.,,..o,,,Qe.oe,9,a. 11 �abl��.3 Type `��, S�If-Ret�inir��l�r��s4..,.,,ow.....e,,,.....o,....,.,o..00,..a..a.......,....o.oe....e.m.,o..,.o,..,o..........:......... 11 Table C.4 Type `C',Areas that Drain to Self-Re�aining Areas..............................................................o...,., 12 T�bl��oS Type `C7',Ar��s Drair�ir��t� �I!/1Ps.............anm,o...o.,.,..o.e...,.mo,a.o..,,.n, . 12 ....e.,.e,..,,,00.,...,..w.a,...,,,.w.,a..ea Table Do1 Infiltr�t�on Feasibile�y,.e.a...,,....e,....e.....oa.,....,..o„o........,,n,.ao..,,..a.,e..............ee..,,.m.,...,..,..,.,.,........ 14 Table C�.2 �eotechnical Cnnc�rns fcar�nsite Retention T�ble .oa.P,.o.o.......se...............e.......,a......e.o...,,..,....e 19 i��i� �.3 �li� �ri�riiizatic�n ��amrr��ry i�i�trix,aa.,,�,,,_,a.ee,e,a._.�,.,oa,�ses�a.,.....de..,.s,.,e,,,,,....,.e,,,e.o.,.o.,.,....a�.a.... �.9 Tabie C�.4 �C�J C�Ic�l�tic�r�s fc�r L.1[� �I�lPs.o.ea.n......e..m..o....,,...o....,woo.agi,...,om.aw.a.a.....,e,..,.o..a�..,,.en..,.e..w...,.a.o.a.2� Tabl� �.5 LID BI�J1P Sizir�g ....................................................................................................e.....,..,.,........o0 23 Table E.1 LI� �. Fmlydre�rnc�di�ac�tic�n �!!/!P l�����icar�.,�,,.,,,._a...,m,.,,a.w,,.,,,e,wa..0000.o.o..a,�o.a.A.....................o....,...25 Table F.1 Potential Pollut�nts by�and Use Type......o..o...,....,.o...e.......e..,o..............o..,.e...00.,o,.,.a..a..e,..a.a....30 TableF.2 Stormwa�er Credits .............................o..,.....,.,....,..e......o..e.e......,,,.,..e...,,..,...,....e,,.,,........,,,..,000. 31 Tab1e t�.1 Structural and Operational Source Cvntrol ��JIP ......................................................................32 Table �-1.1 Construction Plan Cross-reference .........................................o................................................. 33 : �c'� �w� y�e r�y�wr,�v�{..� x �•�,� �ai4e✓�i ��/i, ��G.�//i�h.�/,������or�swY�/ Appendix 1: Ni�ps�nd Sifie Plans....................................................................................................o.........42 Appendix 2: Construetion Plans............................o...,,......,.....e...,...o.,,...o..........00.........,....oe,..,..................43 Appendix3:Soi1s lnformation..............o.,.e...........e...,,...,........e..,......,.,...........,...,.......,......,,,..,,n.,.....e....,..,4� Appendix 4: Histcaric�l Site Cor�ditions aao..o...o..,.o,...a.e......o.......00.....,o....,..,...a...................a...e.,...........,.......4.5 ,4ppendix 5: I.ID Infeasibility....ae.....,e...........o...,o....,o....o...... ..a 46 ...o.o..00..a..e...e...................e,....o.o...,...........oe.., �pper�dix 6: BMP Design Det�ils...............................................................................................................47 App�ndix 7: Hydromcadificati�n..o.............oe,....,,.,..,.o..,.e...e.e.,......e,o.e.00...o..,,.,o....o..00a...........,..........o.......o.48 Appendix8: Source�ontrol ..o.......a,....,...o......a.....................................o...o..o.o.o,00.e...,a.........o..,...,.a..o,....,..,49 Apper�di�9; ��.1� .................o..aa,.,.,.......o.o...,..,.......,,......o..........o.................................... .....5� .................o... Appendix 10: Ed�cational R�lat�ri�ls..................................................a....o..o..........,...................................43 -4- 1 � � � C`J � �� � � � Water Quality Management Plan(WQMP) �lptown Temecula Au�to Spa TM 3751, Lot 9, PA15-0520, LD 16-0668 ,,,< ; ,, f � ,,,� , �,, „ !.,%i%',;,;�;'%%� i�`% , ;i//r%�%i,%'°%i, °,i%�%%�; �,;'�%i. %/%'�/';%/'%°%°'�'%'%%�''%'°o %ii/'����i/.�i/�i��i�/i �ii��� j %ii���i/�i/r�i ��%G�/�: >ii�%%�i�/. %%%y!i�/%�i���v,i�i�%% E��FI�J�Lf .$��.i.V{'..lCI�SY.iNl�.�Vf4 . . .. ... . � ... . � .. . Typ��f Praject: C�rmmercial Planning Area: �cau�hwest�rea Cammur�ity�iame: fUc�t Applicable (����Ic�prne��E�a►��: tJp�c�v�t!�T�r��cul�A�to Sp� PROJ'ECT'�(�C�,TiflN Latitude& Lon�itude�DMS):33,5038194,-137.1547194- Prc�je�t i�/at�rshed�s�d Subp!/Vat�rsh�d:Sar�ta IViarg�rit� APN{s):921-060-Q06-4 �ap�RL)C3iC�i�e.`"�a���',c ��v.:�'a�,c a�t�i,�i Qu �ic.r7 , �b���'uJ4...L.��1�i6"4�ElFi������ti.`J 6 9t...J . . � � Proposed or poter�tial land use(s) Commeresal Prpp�,s�d ar�c�t�nti�l SIC�od�(s) 7542 Area of Impervious Project Footprint(SF� 27,778.1 Total area of praposed Impervious Surfaces within the Project Limits(SF)/or Replacement 27,778.1 Total Project Area (ac) 2.008 Does the project consist of offsite raad impravements? ❑Y � N Does th� pr�ject propcase to�onstruct�anpave�r�ads? ❑Y � N Is the project part af a larger common plan of development(phased proiect)? �Y � N Is the project exempt fram HMP Performance Standards? ❑Y � N �x�����a�,5�������t;������s����s Tatal are�af existin�impervi�us Surfaees wi�hin the proje��iimifs�SF) 33,7�0 Is the project located within any Multi-5pecies Habitat Conserva�ir�r� Plan �MSHCP Criteria �Y ❑ N Cell? If so,identify the Cell number: 6891,7021 Are there any natural hydrologic featur�s on th� prc�j��t site? �Y � RI Is a Geotechnical Report attached? �Y [� fV If no Geatech. Report, list the Natural Resources Conservation �ervice (NRCS) soils type(s) D present on the site(A, �,C and/or D) What is�he Water Qua{ity Design Starm Depth for the project? 0.95 _�_ Water Quality Management Plan(WQMP� Upto�rn Temecula Auta Sp� TM 3751, Lot 9, PA15-0520, LD 16-Q668 . � 1 i�/hen �c�rnple�ing your Proj�cfi-Specific WQMP, in�l�de a map c�f the Proj��t�i�inity and existir�g site. In addition, include all gradi�g, drainage, lar�dscape/plan� pal�tt�and other per�tinen���nstruction pl�ns in �ppendix 2.At a �n� � ,your�J� P Sit� Plar� should include the�oll��ring: [�r�in�g� ana��r��r�t Ar��s (D(�IAs) � Sour�e �on�rc�l � Ps Propos�d Structural �est �anagemen� • Buiidin�s, Roof Lin�s, �c�wnspo�ts Pr���;v�s ���J!Ps; � �r���r�i��s S�r�a�es Dr�ina�e P�th � ��ar�dard t��b�lir�� [�ra����e infr�str�a���r�, inl�fis, ��erflc��s �Jse yca�r discreti�ar� an wh��ther or n�t ��� m�y ne�d �t� �r�at� m�ltiple �h���ts or c�n �pprapriat�l� �cce�mrnc�dat� th�s� f���tur�� csr� c�n� �r t�v� she�tse K��p ir� rr9ir�d th��t the Coperrr�itt�� plar� r�vi��r�r m�st be abl�to easily�e�alyze your Prc�ject utilizir�g this t�mplat��nd �t�associated �it� pl�ns and maps. � � w � I�C1� A�^� � �� i a+�� tJsin� T�bl� �e� ��Ic��f I�s� in �ar�1�r �f ���str��rr� ��? ��a��str��m, �-h� R�cea\�;�� wl��t�rs �h�t �h� Pr�j�ct site is tributary �o. �ontinue to fiil �a�h ro�nr with th� Re�eiv�n� Water's 303(d) list�d imp�irrn�n#s (s� �nyj, d�si�nated Bene�iciai �1ses, and pr9ximity, if �ny, �� � RARE ���eficial ��s�. incl��� � m�p caf �he !\L&.LIVIBI Vld�14.15 III 0'"l �IIU�/4 �. �6fG�%. �ii�rv':1;� �i�.��, f1��J./l�� i��.,ij�%%i j�flt �ff�} �rL�fl f 1. sdf. fi.�slr':�ii�&. tf�!/��.slt! �f<f��6 , .i .,n ,� by � Pp � ,, .. ... _....._..�........_...._..................._.._...._........._...._._........_._..:....._._.......v,�....._.._...........:...._..._..............._......_.._.._._..._...�._._............�..._.,,:...�......y.;.__.._..._..._...............................�-_.........._... , ,,.,,,;.,,,,;; , ;�;�::-�:: ,,,,,..,.. . ..,,,..���;,. ., ..-:>;:�; ., , .... US��A Ap�rove€� ��3{�� LE�fi I���i���t�c� Pr�xizr�i�t>,� t� €�ece��ir���hla��r:� ���E ���efici�6 lrnp�a�rmen�s ��r��iici�!Us�s tJse Long Canyon— MUN,AGR,WD,REC1,REC2, Murrieta Creek Not Listed At This Time �1ARM,COLD,WILD ��A Pesticides(�hlorpyrifos),Metals(Copper, MUN,AGR,IND,PROC,REC2, Murrieta Creek Iron,Manganese),Mutrients�nitragen, 2.21 Miles Phosphorous),Toxicity ��RM,WILD Santa Margarita River MUN,AGR,IND,REC1,REC2, Nutrients(Phosphorous),Toxicity N/A Upper Reach WARM,CO�D,WI�Q,RARE Santa Margarita River Pathogens(Enterococcus Bacteria,Fecal ��N,P,GR,IND,PROC,REC1,REC2, Colifiorm),Nutrients(Total Nitrogen, N/A Lawer Reach Phosphorus,Total Nitrogen as N) WARM,CQLD,WILD,RARE REC1,REC2,BIOL,WILD,RARE, Santa Margarita Lagoon Nutrient(Eutrophication) MAR,WARM N�A IND,NAU,REC1,REC2,COMM, Pacific Clcean Shoreline Not Listed At This Time BIOL,W9LD,RARE,MAR,AQUA, N/A MlGR,SPWN,SHELI. -�- Water Quality Management Plan(WQMP) Upt�w�T�rr�ecula Auto Spa TM 3751, Lot 9, PA15-0520, LD 16-0668 g . . . . . . i Using T�ble A�.2 belav�r, list i� �rder of the poir�t of dischar�e at the prc�je��t site dc�e�vn tc�the Santa f0�argarita River, each drafnage system ar receiving wa�er �hat th� project site is tributary to. Cantinue ta fill each row with the material af the drasnage system, �he storm drain susceptibility �sing the SVVCT2 {Storm�nra��r � Water C�nservation Trackin� Taol - E�E;�r��tr;�.�f;;�;,t�k;-��sE�=f:Eµ<����.�;��r��`) or Map 2 of the Hydrorr�odificatian Sus�eptibility L�c�cum�n�atic�n Repart�nd Nl�ppin�:S�n�ka (Vlargarit� Region (Appendix D of the SfVIR FiP/IP), �nd the conditior�for exempting the draina�e system, if applicable. 1f the exemption in�ludes receiving waters that were not e�aluated in App�r�dix �, provid� suppc�rLwr�� d��urne�t�tior� in �ppen�ix 7 te� dernc�nsi��te that�h�y c.iassi�y as E�gin��r�d, Fully Hardened and fVlaintained (EFHM) char�n�ls, consistent v�rith the d�finition pro�id�d in Appendix C�. Incl�de a rn�p exhibitir��e�ch di��in�g�sys�t�rr�ar�d�h�assc�ciat�d susc�ptibil��ty in Appendix �.. ,;> ;, :,: ,.; ;,,;,;,,.;,: ,,,,,.,�-%.,.i<..�. '.;; ... .,...,., „ < , ..,,. , ,., . _.._... '—�-="" ' S�s��ptib�lity af I�r�ir���� , Fl�drom�tlifi��tia� �r����g�Sy�t�e � �r������Systerr� �t�ri�� � ' �� , Syste�a Ex�m t�o� City af Temecula Storm C3rain Storm Dr�in Pipes Nc�t�usceptible None 0.7 miles Murrieta Creek 9Vot Susceptible 2.3 Miles Riverwash (Over 20,t?00 cfs} Large River Reaches 5anta Niargarita � Not Susceptible River,Upper fteach Rlverwash (p�er 20,040 cfs) Large River Reaches �5.1 Miles Santa Margarita ftiver,Lower Reach No Data At This Time No Data At This Time large River Reaches 19.2 Miles * Information taken from Riverside County S�ormwater*Conservation Tracking Tool. ** Exemptians take frorn Santa Margarita Region Hydromodification Management Plan, May 2014. , i � r � r I r ir r r j : ��,,:,;�:;�..;�:;: :�. .,<:�: .., ..��: ���€��� Per����eq�ir�� State Department of Fish and Game, 1602 Streambed Alteration Agreement �Y ❑ N State Water Resources Contral Board, Clean Water Act Sectic�n 401 Water Quality �Y ❑ � Certific�tian US Army Carps of Engineers,Clean Water Act Section 404 Permit �Y ❑ N US Fish and Wildlife, Endangered Species Act Section 7 Biological Opinion �Y ❑ N Statewide Construction General Permit Coverage �Y ❑ N Statewide {ndustrial General Permit Cov�rage �Y 0 I� V1/es�ern Riverside MSNCP Consistency Approval (e.g.,JPR, DBESP) �Y ❑ N flther(please list in the space belaw as required) ❑Y � N If yes is ansvvered to any af th� questions above, the Copermittee may require proof �f approval/coverage from those agencies as applicable includin� documentatic�n o�F any associ�ted requirements fihat may affect this Proj�ct-Sp��ific W�,MP. _g_ l � CD C'? c�?- �..> � � � VVater Quality lVlanagement Plan (WQMP) Uptc�wn Temecula Auto�pa TM 3751, Lot 9, PA15-0520,LD 16-0668 i/o, n.%i,i, v i a �� �//i i i i%.��i i i i�ii i �`o%�.n. % %%.��i iiii ia.i%i i i i� i �i i%�'� ��i i,.i i i ii,i�:s i�. i �% ���iii��%�"%%�1�% �:%�� % %j��j i j��i% /%� �iiiii�",��i���% % %%%�� ��%%%%%j/% � � 'j % %����i� �=�G � � j %ii�%ii�i/�i%%�%! 'a�: iii���//,i%i i i%j!��iii %�i��ii�ioi ��o�ii i G!�,�/�i i�.�G G i yiai%%�/r % 4 i%G%%i%��ii,�%;��,�, i ., r Revie� c�f t�� inf�rmation cc�lle��ed i� Se�tieat� `A' �i11 �id in id��tifying the prin�ipal cor�s�r�ir�ts �n sit� desi�n �r�d s�lection caf L![7 BMPs as w�ll a� oppartuniti�s to reduc� impervio�asn�ss and incarporate LI� Prin�iples i�t� the si�e �nd i�ndse�p� d�si�r�, F�r �xampfe, tr � migh� inciud� irnpermeable soils, hi�h �r�undwater, �rour�dwat�r pollution or ccantaminat�d sosl�, st�ep slc�pes, ��atechnical instability, high-intensity land u��, h�avy pedes�rian �r �ehicul�r firaffe�, �tility lo��tions �r safie�y �canc�rns. �ta rni�ht in�l�d� �xistin� n�tur�l �r��s, Ic�vv�r��s, �dd[y�cartfi��.ar�d c�r�th�rv�li�� �anbuildable parcels, easements and I�ndscape amenities including op�n sp�c� �nd b�ff�rs {vvhich �an dc��bl� �� Ic�c�ti��� fc�r L�C� �i�r�t��toon 6 Ps�, ��d dififi�ren��s i� �I���ti�r� (�r�i�h ��r� �r��id� hydraulic head). Prepare a bri�f narrativ� for �ach of the site optimiz�tion strat�gies described bel�r�v. l�his n�rr��tive�nril! help y��a �s y�u prc�c��d vrri�h yr��r L�w lmp�ct Dev�l�pment (l.l[�� d�sign ��d �xpl�in �our d�sign d�cisions tca o�hers. Th� 203.0 ��JIR MS4 Perrnit fiurther requires �hat LID R�tention BMPs �Infiltration Only or Harvest and ���P� �1fP ��PC'� I li"1,�PCC If'CaYI �1A��'t��,�lYl 'h��$th�c�� RI�/I�c� �ra in���ciE-ela Thorr�f�i�� iL �� iiii�i��'t-,"++���Ya:.+bai a,i a... �ewe ua a,� oes .aea✓�tira 'et�A Q111 !,I r��rr��ive id�r�tify and j�as�efiy i��h�r� �re ��y cc�ns�r�ints th�t v�rould pr�vent the use �f those categ�ries of L.I�i �fV1Fs, Simil�r6y, yo� sho�ald �Isc� n�a���appc�rttani�i�s th�t�xist�nrhich �nog�6 b� s�t�l�z�d duri;�� prc�j��� desi�n. lJpon �ompletion c�f identifying Ccans�ra►r�ts and �pportur�ities, �n���d� th��� �n vr���r �/V�?�P 5it� pfan in,�ppendix 1. � I I I The f�llowing questions are based upon Section 3.2 of the WQlVlP Guidance Doc�ment. R�vievv af the WQMP Guidance Docum�nt will help you determine how best to optimize your site and subs�quently identify opporkunities and/or constraints, and doeum�nt compliance. Did you identify and preserve existing drainage patfierns? If so, how? If not, why? Existing site drain� to MS4 without �r��tm�nt, �raina�� patte�-r►s �ill be modifi�d to direct run�ff towards the proposed LID BMPs. These BMPs will provide treatment to runoff b�fore disch�rge t� theMS4. Did you identify and protect existing vegetation?If sc�, how? If not, vuhy? Exi.sfir�g sifie is appraximately E4% imperv�ous. The existing veg�tateci area on �he narthern �dg�� of th� property will be maintained, vegetation on all other portions of the lot will be replaced with LlD bivret�ntion areas. Did you identify and preserve natural infiltration capacity? If so, how? If not,vvhy? IVo, the native sail for the site is c�f�fydrologic Type D and has �n infiltration rafe af C?.17—O.Q.9 in/hr. Th� low infil�ra�ion�ate af the site will rnake more desirable infiltration B�Ps infeasible for this profect. I�id you id�ntify and minimiz�impervious ar�a? Ifi so, how? If no�,why? Yes, irnperv�ous was minimiz�d to the m�xirnum extent passible, irn�erviotas areas� vvill have runaff dispersed to adjacent landscaped areas for treatment before discharging t� the MS4. Did you id�ntify and disp�rs� runaff to adjac�nt pervious areas? If so, how? If not, vvhy? Yes, runoff wit/be dispersed to adjacent lanc�scaped planters �ha�will house bioretention facili�ies. These bior�terrtion facilities will be lirrked to tMe MS4�lfowing trecrted runaff to be released offsite. -9- 1 �� ("�7 P"J �- �e � � �� Water Quality Management Plan (VVQMP� Uptown Temecula Auto�pa TM 3751,Lot 9, PA15-052Q,LD 16-0668 j���ivo//i;%r.%/��o i/i ji,./ jvipi�ii�:%%��iq/i.y//io%2�ri� %iii/bi i�'//���/�%o,/�ip�i�.�%�ii ���i//��%/�////��%�//�i�/�i%O,/%'�i i ii%i /j/�i %/./ri�/�/q�ii, �iil;i�� i i�i�i i j !j/"[i�jj/;%ii j% i !i i%jii/�i�%� i��i%��i%�iyj/�iii%�jii ii�%a�%�/��a >.i�...ii%i��ii i�i�i i %oii/ii, iii//�iii i i i i%..oi%i/:i'�.ivi iiii�i ��i i i��/i�.a.�iii i%i�/i i�/j�%vii!i:%oi i i�i i �i i %�io��,./ ..% i% f�i n,%j�/�////�': i�oi�%�%i%/a%/,.>.�j /' 1Jtilizing the procedure in Section 3.3 of the WQ.MP C�uidance Document which discuss�s the m�thods of delin�ating and rr�apping yo�ar project si�fie into ir�dividual DIVIAs, �camp9ete Tabl� �.1 b�io�r tca appr�pri�tely cate�oriz� th� ��pes �f classific�ti�r� (�.�., Type A, Type �, �tc.) per D A f�r yo�r Pr�a��ct site. l.lpon �ompletion af this t�ble, this inforrr��tion r�rill then b� us�d to p�pul�te �nd t�bulat� the c�rr�sp��di��tab��s fo;�th�er r�s��c�:ov����Ll��sific��a��sa �abl�C.1.DMA Cl�ssifications °�'��l��9:�C�t���0�s���6���ie��� ���r���,��r s�r����°��p����� ����(s�.��.� �r���y�� '9d�a�t�f���tior� ��A1%E31�1 �l�RETEN�l�R! 611 L�R,41�15�C� B�P D�/IA 2/�I�?2 BI�RFTENTI�N 405 DRAINS TO�I!!IP DMA 3/�IO3 �I(3RETEI�TION 34� DRAINS�T� BfVIP �iviA 4jBi04 �Ia�ETEf�I I�N �� DRAINS T� �I�P DMA 5/B195 BIQRETENTION 344 � DRAINS TQ BMP �iviA 6/Bit'�.6 P�iGnETE�i i l��f 17� 6RAIN�TO�IVIP DMA 1/LS1 LANDSCAPING 164 DRAINS TO BMP ; DMA 1/LS2 LANDSCAPI�IG 356 DRAINS TO BMP DMA 2/LS3 LANDSCAPING 17Q DRAINS TO BMP DMA 2/LSS LRNDSCAPING 2582 DRAINS T� BIVIP DMA 4/1.56 LANDSCAPIfVG 508 DRAINS TO BMP DMA 5/LS7 LANDSCAPING 8 DRAINS TO BMP DMA 5/LS8 L,ARIDS�APINC� 9 DRAINS�� BMP DMA 5/LS9 LAI�DSCAPING 8 DRAINS TO �MP DdVIA 5/(�S10 LANDSCAPING 3769 DRAINS TQ BMP DMA 1/P1 IMPERVIOUS PAVING 2626 DRAINS TO BMP DMA 1/P2 IMPERVIOUS PA�lING 1123 DRAINS T� �MP DMA 2/P3 6MPERVIOU� PAVIIVG 9464 DRAINS TO BNIP Q�11A 3/P4 1MPERViOUS PAVING 204�7 DRAINS TO BMP DIVIA 4/P5 IMPERVIQUS PAVING 6327 DRAINS TO BMF DMR 6/P6 IMPERVIC�US PAVING 153 DRAINS TO BMP DMA 6/P7 IMPERVIQUS PAVING 2693 DRAI(�S TO BMP DMA 5/P$ lil11PERVIC3US P�VING 3133 DRAINS TO BMP DIVIA 4/R1 ROOF 1404 DRAINS TO BMP DfV1A S/R2 ROOF 2��1 �RA1NS TO BMP ST1 LANDSCAPIf�JCa 2046 SELF-TREATING ST2 LANDSCAPlNG 220 � SELF-TREATING ST3 LAN DSCAPI NG 5� SELF-TREATI NG ST4 LAN DSCAPI NG 37 SELF-TREATI NG 'Reference Table 2-1 in the WQMP Guidance Document to populate this calumn - �o- VVater Quality Management P1an (WQMP) Uptawn Temecula Auto Spa TM 3751, tot 9,PA15-�520,LD 16-0668 ��,,;��,�`;.,� ,.. . __.... ,_<., ;., , , . _..___._.�_._.._--`-----�.�=.------.-------------- -----.___.__._. .___._-- ___._.__ —_� _�._..�_----- ------ ---------; �"�b�����"yp�`�'P��1�-�°r��ti���.r��s °�. .____�.____._:.._.__�:_..__----._____:---..._. �.________ __-_�_ __�.._�.____._:: -_-___._______�._______�--___..:�_______-__�:___.�_. _�:�------�----� �����rr����tde����������a� � ' ������qe��,� ��abi��z�t��r�`Fyp� Irr€��tiz►�'�'Yl������r�'�� __._.�._�..._.�._._:_�....�. �_,�.� _�..��.._ _�....�: .;�..�.. �,. _._ � ST1 2046 LANC�SCAPI(VCa C(aNSER�/!aT{V�E � . ...�.,..�._. ,�.,......._„_.....___«.__.._ ...._ .M....�..� �i G �L.eJ �Hd�l�s3l.,/'i��7��3 �V9VJ���INT3!/� ! ST3 S4 � � LANDSCAPli�� CONSERVATiVE ________�__ .��________.�______.____ _._� s-�-� -___________�______ _._.�7 ( �a�v�s�A�i��� _�__._��Ns�R��Tiv�_s__� ...,. .. ;. -� , . ._ .... ,,. ., , .�,�, .,, ,, .. ,;, ., ---- ----------.....�_.._—____— -----------------� � ��l��������i�,����� °����°�`� �.s�������dr��r���������5������������� � � �,C�� --- --�--�—� ---""�'`�� i ' � ��c�rr� ; � a i � �r�� � �sq�,€�r� [�e�th [�;]�r���T�hl� R���a�?�������r��i�,�� ����� ���� � , f���} (i�cE���} �;�= (€rach�s�. �.._I � ��s�-p r����c� _._�__.._.___ __.._-�_�.:._... .______r.__._..______:_....�..___._____.__ ___._.___ , r����tf 1�.� s;.af�������� ��� ��� ������rr���i� [�] [D� i �.:�:�:ww::.�,��.--. _ _. .._._�..__ _ � – 1 —, --, IVo Sel�`Refaining Areas Proposed � � � ___.___._____________.______.�. � � ( �, _ _______ .._._..______._ .__ __� � = B a- tB� [�� [ � [ � [A] _ 1�_ Water Quality Management Plan(WQMP) Up�own Temecula,Auto Sp� TM 3751, Lot 9, PA15-Q520, LD 16-0668 , ,.; y� ,,,.,. � ;; �;,. ;�:, .. _,., .. ..i:, .... .... ...... ,,�..��� , , ,. , ,, ,., __ _ - _ _-. --. _ _ _ _.__. ___.__. __- -- _ _.._ __.._ _�____ _.--- ------- .. ____._ _. _. ` _ _ ������i�������������i���}1��,' : 1 ���� � _-_—__. _.-_____.-__-_-----____-____ _____...------- - --- - - ------ _i___. _ _� ....�. � _ ,�. � � �. �. ..... �.�..... . ��_w,�.._ ._..� � �� . �"�_�.__ � � �.""`"" . kb-C�-... �� 'J :�.,� .:�;-w [,"" � t � � � �.� � � ��. �� � .� � � �. ^� �°" � � � „g""1 � C.D � � � � �- � � � Ar���s���r� � �' � � P`rc�d��� fe�t� ; F��tic� `�. �, �` �-____.__�..�._ � ___.__"` � �., __.._.�___.____.�.__ ' � ' [�l , [�] I. C��-[��x[�l = '' [�� ' ' E�If[�� , €��le�n�rne j{� , _.�.__ �.��.�.:.�. - k_.,_�__.__.__._..._...___.__:�._ ._.��...��.W..�._�;.��.����.��.�_ _W��__ _ �,.�. .��..�x._�:�_ __..�.___�. _ ��-�- -- , �lo,4r�as t7raining to�elf-Retaining,4reas F'roposed i � F_... _ _ .� _.�. �- .... ...._ .�._.�_ ...._..._.��...._..____ ._� I . � I I �___�_�..___ _...._ ___ � ._.__ —__ �_�� _.._..��__�____ .�_.�_____�____..__..__ � � I � ! � !—___�__ ____.__�_�__��_....._____.__ .��_____.,�..m._.._�_.a.d�.__._._ _I�__..r____..____._ _�.i._...._.___._ � I � � ( t ' !---.--.--._______�._..__._ ___s______________�__.____�. __ � �.�.�__ _.____ _.___. Nate:(See Section 3..3 of IVIlQMP Gui�ance Document)Ensure that�rartially pervious areas drainirtg to a Self-Retair�ing area do not exceed the fallowing ratio: 2 ( 1 \Impervious Fraction� � (Tributary Area:Self-Retaining Area) i:/%:.,.�.,.,., �%':,. :,%' ',.��;.,i.. ..,i�l,.,.,. ... .. ...... ... �fa�4��.�T���`�",�.rt=�s E�r�i�in�?�r��ivi�'s �Ni�fl+lay�nc�c�;€C� �fr�P Narr�e or i�J Bi02, P1, P2,LS1, LS2 Bl01 B102, P3, LS3, LS5 p�� �IC?2 BIO3, P4, P5 BIQ3 B104, R1, LS6 6104 8105, R2, LS7,LSB, LS$, L.�9, �510,P8 BIQ5 �10�, P6, P7 �i06 Note:More�han one DMA may drain to a single l.ID BMP;hawever, one DMA may not drain to more than one BMP. - 12 - ! / � � � rmF w• � � � Water Quality Management Plan(WQ�IP� Uptown Temecula Auto 5pa TM 3751, Lot 9, PA15-0520, LD 16-0668 �,;,,,,,,,;,.�,,,,�,, �,,,�� %r i,;,;� ii%i�i�?� ; ��,,; �;i%;�!;�%; ��;!' ;!%'; ; ,i„!',�%;,,,-;,,, , „ , ,�,� ,,,,� ;. ,,.�;,,,, .i,,,, „i, ,,,,,,,,i, ,�,, „;,;, ,,,,,,i „i,i,,, „� , . . . � . � An assessm�nt of the feasibility of utilizing Infiltration B(V�Ps is required fior all proj��ts, exc�pt in �h� follav�in�casee � ��r�r�st �r�d ���� � Ps ��i11 �e i�►pl�rn�ntP� tca ���r�ss th� ��si�n ��pt�rA ���l�r�A �s�� th� H�rvest and llse Assessrr�ent below) far all Drain�ge fVi�n�gem�nt Ar�as AND th� pro�ect is ���r�p�frarr�� h�€�P P�r���rr��r���S��r�d�rds �Frac���tc�.5�c�i�r�t�.2 ar�d S�ctian �}. If the above box remains unchecked, perform a site-specific ev�luation af the feasibility caf Infiltr�tiQn �I�Ps �sir�� �a�h of the applicable crit�ri� identified in Ch�pt�r 3e4-.1 �f th� W�I�IP �uidar�c� (�oct�rn�nt �nd�or�pl�t��he remainder of S�cti�n �.1. !s there an ir�f�ltration ccancern isee d�s��ssitan in Ch��ter 2.3.4 �f th� VVC�.lVIP �uidar��� Doc�m�nt for �t��=ts���-ca�taiis�r u �� � l� !f y�s !��s ���� vh��ke�, �r��h l�f;ltr��ti,^>� ��flP� �r� F��dr�9����C�r�tr�l �6V��s��a�t i�ca��� a� i��w9�r�tic�a ��nction�lities may not be feasible for the site. It is recorr�r��nd�d �h�t you co�tact your Copermitt�e to v�rify�r,rhether�r nca�enfil�ratiQn �ei�hir�th�Pr�a}e�t Es in��asi�l�. �c�te� nica� � �rt A Geotechnical Report or Phase I Environmental Site Assessment may be required by the�opermittee to confirm present and past sit�charact�ristics that may affect the use of Infiltrat�on BMPs. Bn addition,the Copermi�tee, at their discretion, may not require a �eotechnical report for small aroiects as describ�d in Chapter 2 of the WQMP Guidance Documen�. If a geotechnical report has been prepared, include it in Appendix 3. In addition, if a Phase I Environmental Site Assessment has been prepar�d, include it in Appendix�. Is this project classified as a small project consistent with the requirements of �hapter 2 of the WQMP Guidance Document? �Y ❑ N _ ��_ VVater Quality Management Plan (WQMPj Uptawn Ternecula Auto Spa TM 3751, Lot 9,PA15-0520,�D 16-0668 � €�Itr �i s� ilit Table �01 belovv is me�r�t �o prc�vide � sirnplc me�ns s�f �ssessin� uvhich D�,4s on your sit� s�pport Ir�filtr�tion �NIPs �r�d is dis�uss�d in the W(�,�tIP Guidar�ce t�ocument in Chapter 2.3.4. Check fih� appropri�fie bc�x ��r �ach q��stior� ar�d then list affected �Ii�P�s as �pplicable. If addition�l spa�e is r�eed�d, add � r�vv below th��orrespondin�ans�rv�r. ,,,;'%;T%„s�;i-,.,,... .;��r::......... ..........,._ ������� pr����t s���.A. ��s t�� .e:have�ny�MAs vvith a season�!high gro�ndv�rater mark shallovuer th�r�10 feet? X ______..___m_�._ _ ___._..�_.____._.____..�___.�.________. lf Ves,list affected[3M�s. ...have any DMAs located within 100 feet of a water supply well? �C If Yes,list affected DI�As: � ...have any areas identifeed by the geofiechnical report as posing a public safety risk where infiltrafion of � starmwater could have a n�gative impact? If Yes,list affected DMAs: ...have r�easur�ed in-situ infiltratiorr ra��s�f iess�th�n 1.6 inches/hour? X It Yes,iist affected DMAs: ...have signifirant cut and/or fill canditions that uvauld qreclude in-situ testin� of infiltr�tion rates at the final X infii�ration starface? If Yes,list affected DMAs: ...have any contaminated groundwater plume in the vicinity of the site? � If Yes,list affected DMAs: r � ...geotechnical report identifies other site-specific factors that wauld preclude effective and safe infiltration? X Describe here: If you answered "Yes" to any of the questions above for any DIVIA, Infiltra�tion �MPs should not be used fior those QMAs and you should prQce�d to th�assessment for Narv�st and Use below. 6r�fdltr�tion Preclusi�n Explan�tion: Per�he Geotechni�al Report for the project site fihere are gecatechnical features below grad�at the location of propos�d work. Infiltration o�at least 1.6 in/hr is fiherefore not feasible. _ �q._ VVater Quality Management Plan(WQMP) Uptown Temecula Auto�pa TM 3751, Lot 9, PA15-0520,LD 16-0668 � Pie�s��heck whafi�pplies: ❑ Reclaimed en�ater will b�us�d for th� nan-potabl�uvat�r dem�r�ds for th� Pr�ject. ❑ Downstr�are� vvat�r ri�hts rrry�y b� impa�t�d by N�rv�st �nd Us� �s �pprc�v�d by�th� R�gion�! Board �verify vvith the Coperrr�ittee). ❑ The Design Captur� i/olum� (l��V} vvill be addressed using In�iltr�ti�n C?r�ly �C�IPs. In such a ��s�, �1�r��st�nd ���� �' Ps ar� st€il �r��o�ra���, bu� it�vc��{� r��t b� r�q�sir�� rf fih� ��V�ilo �a� ir��il�rated or evapotr�nspir�d. ���ny of th� �bov� b�x�s hav� b��n �h��k�d, Fi�rv�st ar�d E�se � Ps ne�d n�t b� �ss�ss�d for�he si��. 6f r��i�h�r c�f th� abc�v� criteri� �ppli�s, �F�Ilovu th� steps b�lc�vv �� �ss�ss the f��sibility ��f irrigatian �s�, toilet use �nd other nc�n-pot�ble uses�e.g., ind�strial use). Irri �i s s� ilit Complete th� follov�rin� steps to d�termine the feasibility of harvesting stormwater runoff for Irrigation l,ls� �I�IPs or� your Ji�ea St�t� 1: Identify�hP total ar�� n§ir�-ig��arf I�nrlcr���r,n thp c�te, ar�d t!�A tY�p uf!ar���4�pin��sed. Total Area of lrrigated Landscape: 0.271 acres Type of Landscaping(Conservation Design or,4ctive Turf): Conservation 1'urf Step 2: Identify the planned total of ail imperviotas �re�s on the proposed project from which runoff mignt be teasi�ly captured and stored for irrigation use. Depending on fihe canfiguration of bt�ildings and other impervious areas on the site, you may consider the site as a whole, or parts of the site, to �valuate reasanable scenari�s for c�pturing and storing runoff and directing the stor�d runoff to the potential use(s) identif►ed in Step 1 above. Total Area of Imperviou.s Surfaces:0.7�0 a�res S�ep 3: �ross r�ferer�ce the Design Storm depth for the projec� site (see Exhibit ,� of the 1tVQMP ��aidance Do�u�ner�t) vvith th� lef�t c�lumn of 1"able 2-4 in Chapter 2 to determine the minimum area of Effective Irrigated �rea per Tributary Imper�ious Area {EIATIA). Enter your EIATIA factor; 3a62 Step 4: Multiply the unit value obtained from St�p 3 by the total of impervious areas from St�p 2 to d�velcap the minim�m irrigat�d area that�uo�ld be required. Mir�imum requir�d irrigated area: 064 acres Step 5: D�termine if haruesting stormwater runoff for irrigation use is feasible f�r the projec� by comparing the total area of irrigated landscape (Step 1) ta the minimum required irrigated area (St�p 4). an0 � r�q�ire irra�at�d�r�� ( t� ) v�ila le �rri at�d �an s�� e� t�p 1� 2.643 acres Q.271 acres - 15- tNater Quality Ivlanagement Plan�WQNtP) Uptown Temecula Auto Spa TM 3751, Lot 9, PA15-0520,LD 16-0668 °T�ile� llse Fe�sib�lity �ompl�te the following steps fio determine the �easibility of harvestir�� stormwa�er runoff fc�r toilef fl�shin�uses or�yotar sitea �tep 2: 9dentify �th� pr�ject�d t�tal nurr�b�r o� d�il� toil�t users �uri�� the wet s�asor�, �r�d acco�ant fc�r any peri�dic shut dc�wns �r oth�r I�p�es ir� c��c�p�ncye Praject�d IV�rr�ber of,�aily Tc�al�t tJ�ers: � Proj�ct Type:C'o ercoal ���p 2: ld�r�tify �h� planned tot�l of ��I imp�rviotas ar��s �r� �h� pr�pos�d Prraj�ct frc�r� v�rhich r��csff mi�ht b� f�a�ibly �ap�t�ar�d and s�t�red for toil�t �as�. C�ep�r�din� on the cc�n�Fig�ara�ion �f b�ildings and other ir�pervious areas on the site,you r�ay consider�the Projec�site as a whole, �r parts Of ��� SEte, to ev�l�at� r�asonable sc�r�ari�s far capturing arad s��rin� r��c�f� ��ic� d�r�czi���h� star�� rtan�a�f��thQ pc�����i�l �s�{sj i��r��ifi�d ir�S��p 1 �bove. ?��t�f�rer�c�;fra�rp�r���usJu�r,�a�GJ:�.�� �;�� Ste� 3: v�ater�h� De�ign S��rm d�pth ���th� �roj�cd si�e (s�� E�hobiL A) in�� �"�� {e�� ce�l��n of�abi� ��3 in �hapter 2 to determine th� minimum number or toilet users per �ribufiary impervic�us acre (TIJTl,4�. �nter your TUTIA factor:19� Step 4: Multiply the unit value obtained from Step 3 by the total of impervious areas from Step 2 to dev�lop the minimum number of toilet �sers that v�rould be r�quired. ivtinimum nurr►iaer of toile�users:1�� Step 5: Determine if harvesting stormwater runoff far toilet flushing use is feasible for the Project by cor�paring the Naamber �f Dai6y Toil�t Us�rs (Step 1) to the minir�t�m requir�d �urn�er of toilet o�sers (Step 4�. ini � r�qutred 1" ilet s�rs( �ep 4) r jected nu b�r o����I��us�rs(St� �� ��z �o-�o � r n- ta 1� se easi ili�y Are ther� o�her non-potabl� t�ses f�r stormvva�er runc�ff on th� site (e.g. indus�rial usej? See Chapter 2 e���th�C�uidance�or fur�her inf�rrnation. I�yes, describe below. If no,write N/A. / Step 1: Identify�he projected av�rage d�ily non-potable demand, in ��ilans per d�y, during the 1Alet S���on and accounting for any periodic shut downs or other laps�s in c�ccupancy ar op�rafiic�n, Average I�aily 1��mand: � _ ��_ Water Quality Management Plan(WQMP� Uptawn Temecula Autc�Spa TM 3751, Lot 9, PA15-0520,l.D 16-0668 . St�p �o Id�r�tify th� pl�r�n�d t�t�! �f �I! �mp�rv`s��s �r��s �r� th� pr�p�s�d Project fro� �vhi�h r�snc��f might b� fe�sibly capt�ar�d �r�d stcared for the identified r�on-pot�ble tase, Deper�dir�g c�n the c�nfigur�tion of buiidings and oth�r lmpervious �re�s on the site, you may �or�sider the Projec�site a� a wh�le, or parts of the si�ke, t� evaluate re�son�ble scenaric�s for c�pt�rin� and st�ring runoff and directing the stor�d runoff tc�th� poter�tial use(s) id�ntified ir� �t�p 1 above, Totcrl Are�of lmperv�aus Surfa�e�: / St�p 3: Ent�r the C��si�n S�orrn ���th f�r t�� Prc�j��t s�t� (,s�� Exhi�ait�} int� th� I�¢t ��I�!��a �f�T�bl� 2-5 in Chapter 2 tQ det�rrnine th� m�nim�m d�m�nd f�r n�n-pc�table �as�s �f st�rmwater rta�csff p�r tr6b�t�ry irr�p�rv�c��as�cr�m Enter the factor from Table 2-3:lV/ St�p 4�0 �Itipl�th� ur�it �alu� obt�ined frorr� S��p 4 by th� �c�t�l caf omp�rvoou� area� fr�rr� S��p 3 �o dev�lop th� r�i�irr�urr� gpd of r�an-pot�ble use�hat would b� req�ired, �lir�ir�a�rrr���q�ir�d c��c: � S��p 54 ue��rr�ine if h�r��stir�g st�rrnwa�er ru�►off frr c��her r��n-pat�bl� use is f��sible fer th� Proj�ct by �or�p�rir�g the �l�r���r c��F t��ily T��l�t lJs�rs (�5��p 1� t� fih� s�ii�meru� r�q�air�d r��amb�r �f tcailet u��rs f,�t�p 41. ini � req�ire �an-p��a I��s� (Step ) r�Jecte �ver��e �ily eas� �St� 1) N/A N/A If Orrigation, Toilet and Other lJse feasibility anticipa�ed demands are less than the applicable minimum values, Harvest and Use �MPs are nat required and you should praceed to utilize LID P�ioretention and Biotreatment BMPs, unless a site-specific analysis has been completed that demonstrates technical ir�fe�sikailitg�-as no�ed in �.3 b�low. Irrigation Area Ne�ded: 2.664 acr�s Irrigation ,4rea Available: 0.271 acr�s theref�re lrrigati�n Infeasible Minimum Toilet Users: 142 Pt'oje�t Toilet Us�rs: 3Q-5� ther��or� Toilefi Use Bnf�asibl� Oth�r Non-Potable n/a �her�fore �ther Uses Infeasible �verall, Harvest and llse is infe�sibl�on the project si�e. - 17- Water Quality Management Plan(WQMP) Uptawn Temecula Auta Spa T(VI 3751, Lot 9,PA15-0520,LD 15-0668 . . . � �th�r LID �i�re�er�tion �r�d �ioire�trr�ent �IVIFs as described in �hapter 2.3 0� th� �/� P �uidan�� D�cument ar�f�asibl�c�n n��rly all dev�lopm�nt sites with sufficient�dvanc� planning. Select one of the following: O �IC� �ior�t�nt�onj�iotrea�ment ��tiPs vuill be us�d f�r sorne ar �11 �MAs of the Project as r��t�d b�low in S�ctican �.4� ❑ � site-����ific a��l�>s�� ����nstr�tin� �h� ��chr�i��! ir�#�asibili�y �f �Il L1� �31�iPs h�� b��r� p�rform�d and is included ir� Appendix 5. If yo� plan t� submit an �r�alysis dernar�str�ting the technic�l inf�asibility of L1D BMPs, request a pre-submittal meetin� with the Copermittee with j�risdicticae� aver the Pro�ec� sit� tca disc�ss �his opfiior�, Prc��eed �tc� S�ctior� E tc� dc���ment y�ur alterr�at�ve�t�mplian�e rn��s�re�. - 1$- Water Quality Management Plan (WQI�IP) Uptr�wn TemecuEa Auto Spa TM 3751, Lot 9, PA15-0520,LD 16-0668 . � . . � . � G�nsite r��er��ic�n m�y nc�t b�fe�sibl�dt�e�o speei�ic�����chni��l car�c�rr�� id�n��fied in the��otechr�ic�l R�p�rt. If any, describe belovv. If no,write IV/A: on-site retention is infeasible because Section�m1Z.1 of the referenced g�otechniccrl report(prouided far r�f�ren�e in Atta�hrn�nt 3)li��s "Cln�car�tr�tl�d infiltra�ion c�f irrigation exc�ss and.stc�rrra runoff into �d�� �srails ccrn adversely affect the performance af�l�e planned improv�ments. Satcar-ation of soil can cau�e it to fca��in��r�al.shear s�rength crr�a in�reas�it.s��rrr�pr�ssibility, r�su/ting irr a change to importarrt �n�ir�e��ing�r�p��t���s�„ , , � , ,, ,,.....,,.,.,, � , ,� ;... , ,. <��,,.,�,,.,. ,��. ..,�.., _, � � .... ... . .. ���������c����h�i��������rrt "� t��������i�l����h����c�r�D� _.'_:�fUl��I����sib�����y C��t��c�r��� Collapsible Soil Expansive Sc�el S�nrac �..��..n�..m.e,.. Liquef�ctian C�t h e r _ _ __._.�.�__..�._.._.__�..___ _- ---- -____. . � � � 1 From the Infiltration, Harves� and lJse, �ioreten�tion and Biotr�atment Sec�ions above, campl�te T�ble D.3 below to summ�riz� which LIC� �31�/IPs are technic�lly fieasible, and vvhich �re not, based �pon the established hierarchy. ,.�%-..., ;,;,.; ..... . ..-:;�:.,,....,..-�; ...., ... .... ;;:..�.:�:;� �.���t�����;r����� c��c���� f�i��rn�tive �)C���,�ts�r�jl� 1. <[�fi!tr�ticsn 2. €�ar��st�r��tis� �, �34c���t��c�r�r� �. ���¢����?���!�t t�����l;�r��,r; DMA1/B1C�1 [� ❑ �0 � ❑ ❑ DMA2/B102 ❑ ❑ �, ❑ ❑ QMA3/B103 ❑ ❑ � ❑ ❑ DMA4/BI04 ❑ ❑ � ❑ [� DMAS/6105 ❑ ❑ � ❑ � QMA6/B106 ❑ ❑ � ❑ ❑ For those DMAs where LID �MPs are not f�asible, provide a brief narr�tiv� bel�vv sumrr�arizing why they �re not feasibl�, include your �t�ch�ical inf�asibility criteria in Appendix 5, and pr�ce�d fio Sec�ion E below to documen� Aiternative Complian�e measures for those QMAs. Recall that each praposed [�IVI,� must pass throu�h the LIC� B(VIP hi�rarchy befiore alternative compfiance measures may be considered. LlD�n/I�s are being used throughout the site. _ �g_ W�ter Quality Management Plan (VVQMP) Uptow�Te�nec�ala A,ut�Spa � TM 3751, Lot 9, PP,15-0520, LD 16-066$ � . . Ea�h LiD B P rr��a�t be designed t� �ns�r� that th� DC�/ �i11 b� �ddress�d by th� sel�cted � Ps. Firsfi, �alca�lat� th� D�V for each LID �RnP �sing �he Vg�,P wc�rkshe�t an ,4ppendix F c�f �he 1.9D B11�P ��si�n H�r�db�aok. S��ond, design the LI� �i�P to rneet �he r�quired �1B�p usir�g � rnethod appr�v@d by th� �c�permi�tee vvith jurisdiction over the Pro9ect s6t�. Utiliz� th� worksh��ts found in the I.ID ��IP �esi�r� 9�andbook or cons�l� vuith �he Coperr�ittee tc� assist you in correctly sizing your LIC7 �1UIPs. �omplet� Tabl� C�.4 b�lc�� tc� dc�c�rnent th� ��� �nd th� Pr�p�s�d `/�I�r�e for ���h l.�G � P. Pr�vid� ¢h� �ompleted desi�n pro��d�ar� sheets fior�a�h LID �6VIP in 4ppendix 6.Yo� may add �ddiii�nal ro�vs to th� t�bl� b�lc���s raeed�da .;.,,;,;.,.-,,,�;..,.,:, �::............��;:�..,..., ....::; .. ��. .__ __. __ _..____. _�.�.__ _ _._.�� I � t7��,� ���1��.���li��f��1��°a�r��s;f��L!����s�������;��r��€�������,� I ��._.__....�._....__..._�_ .__..:....._.,...,,...�..�.�_.�.._..�..__.:��..._,_....._..._._.. . ....,..._..�.�....,____T'.�.._:.__..,....,..0..._.__._..�._._...._''___'"'_..` .. �.�. . . . ... ��� i � � I � Eff�ct��r� ��ter Bl�lP lV�rme�!dentifier Nere � ; �. � � P�st�Pr�j��t I perai��s � sr�P I � ' ����` (�tZ� {��r�s) 5�r#���1"yp� Fr�cfiic�r�, � �ft3� ; �ivreierrtion Basin-f31C�2 � � i, ' ' �:_, ,.��;. ,_ -___�:...._.__� ::..,,�,:�.�:..�:;:,��:�.�..�,.���._ �-- � � B101 � 611 0.014 BIOR�TENTION O.ry2 �� ( �,5 . ��(� � �=__.:s__'._=�_-�.___._.._.__._�:�_�( � � _u�. _� I E i � ' � P2 2626 0.060 itvli��KVit�ti5 1.Q 185 � PAVING � � � ----� - P2 1123 0.026 IMPERVlOUS 1.0 I 8Q � � , PAVING � � Proposed , � r.�_._. ��_� Des g ` � .__ � _.._ .�_____ _ Storm Total DC1/ Vo/ume on ( �S1 � .2 64 0.004 LANDSCAPI NG 0.1 � 1 � �---_______�.__ . _ —. __ »��... �iepin '�'amP Plans fcubic � LS2 156 0.004 LANDSCAPING 0.1 1 (inJ (cubic feet) feet) i�...___.______. __ _�.�..,�...... �6so o.ao7 � 2�2 a.v� z7.z j �6� ��._��,�..� . 3 ,.._.. _. .._�_.._ I � ...____`'__... � .._.___.—,-..-. T____._..�,.___..._...—._ _�_._. � ,._...�.___.�_.��__,�_'—_—_.__,......�_T._.—��._.—_�..____.�___�._. ..__"____�—'. .. _".._.^_�._._�._..� � 3 � �����"�����.��3�'��"����f���c��,s�c��°��������r��°��1�F�����������t� � _____;.�._..._�_._�___.�_ _.�_.._____._�__ ___._�_.._._._.._____�..�_ ��... .._.�� ( � Ef#ective Enter BMP Name/ldentifier Here j � A � A NI� ���t�Pro)�ct Impervious VannP , �iD j , �ftz}' {acr�s) = St�rfaee Ty�e Fracticar�, ; (ft3p Bioreten�ion Basin-BIO2 I I � 't � ..�_:—_ .___.;� - -- . _�:__ .________ _ r...�.,c._�.__..�..��_ � - - _ ----- ._.. _.. _.......__ � �ra2� �os o.00.� aioR�T��vrioN � a..z .� - -- � �--- --- -- � _ _._._.._------- � iMPERvious � , �� 9��� o.z�7 Z.o �'o I � PAVfPVG � Design Proposed � � � � � � 5torm j Total DCV Volurne on � LS3 � 170 Q.004 � LAIVDSCAPIRtG � 0.1 1 ---..._.�__.__..__---_. ______ _____. � Depth � emP F'lan.s(cu,bic ' �._.....__ ��s� z�s2 o.os9�___cA�v�scAP�N�___� o.l , 21 � � I i�, t �� �-� ���{.� � ( f 1 j� 3 �� �..�.�. �.,.J� ��d....l ��;�� � �»....����� � 12621 �e�.90 ��.5 �.9,5 6�95 698 � � � ; � -20- Water Quality Management P�an(WQMP) Uptcawn Temecul�Auto Spa TM 3751, Lot 9, PA15-0520,LD 16-0668 r_.^ -....__.._._ _. ____ ._ -_ '._...�� __....� __' "__ ._ - '__"_'_.._���.__'-_ _._'____'_'__ _ __ _.� � .� ����7�b��;�o������1�����r�r��,���L��� �,s����� f������������� � I __:..:.____.._.___m::._ . - -.---....._.{_�_____ _ i . _ i .�__.:___._� __._.__._._._�__-----.-- Eff���i�r� { Erater�l�/IP lVame f ldentifier Her� ��IA � A' A Post-�roj�ct Imper�ious �amP j �� �� ��t2} ������� S�r�����'yp� �r�c�i��g �f��) E �;c�;ete,°�tiar���air�—�IC�3 �.,__m...�_._�, .w..�_=__.�_����:�__ _ �.�._., ; �� 1t_.���— - _r�,:��.x�.��.��n.�.,�. ..�__.._._.�._____ , µ � F ���.�.- i ; �1C�.3 .3�C� a.00� BJO�E7�EIVT�lOIV 0_2 5 i k I ( P4 �04� D.047 IMPERVIOUS 0.1 � ��,�ign �'ropose�` ; i � PAVING ,_,_, � Stc�rrn � T�ta!C?CV j �I��u�rre ora IIi�PERVI�US � � � Depth �nnp Plans(cubic P5 6327 0.14.5 0.1 2 � �Avi�vG , � (in) (cu6ic;�ee�} feet) � � �. i � ����i � , � � ���4 ; o.zo� � ! �ss � �.�� ' ��s ? so2 � 3 � I �____.__._�_.______.____.,_____._.__.�I.__._.._.__�_._�_____________________.______�._____.__� --__.__.�_.______�____.___�_. _______.____._�__._.J ---________.___ _ �. _______.__ - i � ��7"����1�4���'�1 C'�B�crl��i�r��,f������f�f�s;��r°�� ��S�r����h���� � 1 .__._.__ . ._..__�_ _._.----�._�._ ___::�_. � _ _____. .v..._ ___..___ .___.._ ..�. �. � Eff�ctive Enter BMP IVame/ldentifier Here C3MA��DMA -.__DMA�' Post-Pro'ect im ervioa�s � !lsnnP ' .�.�p�� � 1 p I ( �� ` {ft2� } �acr�s� S�rface Typ� Fracti�o�, �ft3) Bioretentian Basin—8104 I � � I� I �-.��..�.� �.____ _�..��,.,.�.,�:.. -.�.��..� .�__ _. _..���.�..__...�..��. _.. _ __._ .. _ -�---_-- 8/04 ?5 � 0.002 BIORETENTI DN 0.1 1 Desi n f---- � P � , Pro osed t � Star� Tot�r/DeV Volurne o� � R1 1404 , 0.047 P�C�OF 1.0 99 � -,;---�- Dep'th � �smQ Plcrns(cubic , L56 j 508 � 0.117 LANDSCAPING 0.1 � 4 (in) I (cubic feet) J feetJ �� I �9�0 Om046 104 0.95 104 a 3�� � �21- Water Quality Management Plan (WQMPj Uptown Temecula Auto Spa TM 3751, Lot 9, PA15-0520,LD 16-0668 � ___ __ _.-_-----_-_.___- -________--- - - - ------ --___---------- -------1 ����������d����������������#�������������������-��������� i �--.__—'-- _=-___:_.�_. _._...---� .::----------`--------� —..--------...-------------- I —_.________.._._.._._..__ �. I Eff��#i�r� Er�t�r�M�'IVame f Identifie�Here DM� �f�A �+f'VBA '���t-Preje�t Irr�pervita�� � Vs�p I Ty �� ! ���Z� ���0"��� ��r������ � �:�����C3� i��� �PC3f G iE�a°��'i(3�a�Q.�ia`7---���e'� , E' � ' , , �� _ _..._�.�__..�._...::._..__,;:�_-�:.��..—�._..�.._._�_�.,-._.�._.,._.-�._ _:�,__.�....�,._�f.M, -�,�-._ ..�:......._' ._._-�-- _.—.�:.�.-�,�_--.- ._,�-,.-.. �-__-F.-��,- , -�-_:___�-. �-- ��as� � .��� a.�oo� ������r���rr�� o..z ; .� ; ! --- -- � —` _._ � � R2 ,2821 0.065 � ROQF 1.0 � �(�1 I _,._____ _._..________..��._.__V____ _.__ _____..____.__ .__. __..__�______ __ ����. � a ; L�tv�Sc���nrG � a.1 j o I �— ;-----._.� � ���— � I LS8 9 0 LAIVDSCAPPNt��� Q.1 �� 0 I � i �s.� ! s , o �Arvr�sc��a��rvc� n:� 1 n � � I , __�.._..� I — ������, � �..__ Pro ase�! , S10 376.9 0��7 � LA�IDSC,4Pl�l� � �.1 � 31 ��. Tatal C�Ctl �!alu�p�rt � L__--____�_..-- �------ �..v_.Y.- ----»,. . �_._�__.._._.__....�._..._._�.. .,�or�rrrr r (.�_.___//��L�f��/](�(.15._..__._ � D£'�7�'�1 �BnliP PJCYt7S(CU�BC � f� ,��,r,� ; �.��� ( Z,Q � ��� � , � � a �AiIIfVG � (��n) , �(ct��icfeetj �� ��fee�tf , �__..__ �.. ' _ _ n...�_.�.�..�__.�.�....__._.__.__._._...__�..� �..�......��______M...______. � � � � 46�0 0.107 � i �1�'7 �_9� ( Q�� � ��a� ! I � i � I I . — __._..�..._..__.._..�__.__._._._ ---'� ...---'- '---_._ __..___._ ._._.__-- . '----� �'—_.____.�._._.�------'--.------.____.--'---__.�__�..-"------__..__._ .. . . .. � I 3 � �C������1��.���'��'r�l�°�rf��i���s��s��.����������l�C�t���r���.�t������ r._.__......�.._____..._...�........_._.._._____�___._._._._.____._._.,�..:__.._....... _._.._.__. _____:_...___.._._�._____r-�-_.. .a.�;.__.:�_.:_._.,:..__ - D�� � � �������V� Enter BMP Name/ldentifier Here � DIVlA �MA' >R�st=:Pro°e�t �Im ervious V n ) p am ���� (�t�� � �acr�s} Surface Type � Frac�ior�, ; �f#�� ' Biaretention Basin—B106 _ �___._�..._:�_. i 1� i _.._.._._..�,�__.._..._.�....__._.�u.._..._..__._,.. ..:.._._��....�..:�..�..� __�..._.._._ ----____�.�.._� .�_.�..__._._.,._� _..._...�_—____._. __�_..__._._._.._:.�.____ _ -- �.�_�. �----=-Y._:_.. ' 8146 279_�D.Q06 ! �I�RET�IVTIC?IV 0.1 j 2 ' � j �� � IMPERVIOUS �� � f ; �6 2S3 0.004 i 1.0 i 12 Qesign ' Propased � } PAVING � _. � 5tarm � Total DCV � Volume an '� �._.__ ___....___. _.__�_ ._ ._. __�_�..__.._-9--. � � � IMPERV/OUS �� �� Dep�h �BnnP � Plans(cubic P7 2693 0.06� 1.D ! 1.91 3 � ( PAV/NG ; ! (in) , (cubic feet) I feet) : � � � __....�.____. .._______ {._._.. ��..._._.�_�_..�.�..._,�....�.._.___..._✓_... _._._._._._..�.._._..� � �. i3�25 Oo 07.2 20S Oa 95 20� j 3�$ ��.__._ _____._________� _______ __ � � � _._I._ _��_ Water Quality Management Plan(WQMP) Up��wr�Ternecula Auto Spa TM 3751, Lot 9, PA15-0520, LD 16-0668 E�ch LID �(V1P rnust b� designed to�nst�r�that the ��si�n ��pt�r�Vgl�m� (G���) vvill b�addr�s��d by the s�lected �it/iPs. First, c�icuiat�th� Ces�gn ��pture ifo6ume f�r�ach i�iD BN1P usin�the �VBMP` �c�rksh��t�n A,ppendix F c�f th� LI��I�IP D�si�r� ��radboc�ko 5ecc�r�d,d�si�r�th� Li[� ��P t� r�ee�the required VgMP using a method approved by the Copermit�ee. Utilize�the warksh�ets found in th� LID [�MP �esign Handbo�k�r�onsult vvith your Caperrnittee. �c�mplet�T�ble C�.S b�i�uv tc�doc�ae�en��he ��sign ��pt�re V�I�rn��rad the Propc�sed Vol�ar��f�r e�ch L1D � P.Yo� c�n �dd rea�s to�h���ble as r�eeded. Alter�atively,the 5ant� I�argarit� Hydrology Nlade! {Sf1�RHIVI) car� be us�d to siz� LID BIVlPs to �ddr�ss th��CV��d, if applicabl�,�to si�� F4ydr�l��ic C�n�rc�l � Ps to���t�h� �ydr�'��i�P�r�c�rr�r��ri�� 5tandard o�the SMR HMP, as identified in Sectior� E. ,;�;-.,.-;.,; ..... ._..;: ...,�: �"�����3.��,�E���P Si���� � � � ' � ������ � ������ � � �ie���� ������� ���p�s�� � ���, � ' 1� C��s�rip�i�r� �ic��€�r�� �Ic������ � ���� ��az��iQ� .��. �EQ1, P�, ��,�.s�, L�� a�c������T��� 272 ��s DMA2/BIO2 B102, P3, LS3, LSS� BIORETENTION 69S 698 Ql���3/Rl�3 8103,°Y, �� ���RE���JTIQ�`,� ��� ��2 QIVIA4/BIO4 8104, R1,LS6 BIORETENTION 104 352 [�MAS/BIC35 B105, R2,LS7,LSB, LS8, LS9, LS10,P$ BIORETENTION 457 1418 DMA6/B106 6106,P6, P7 BIORETENTION 2Q5 3$8 This spac�ir�tentionally left blanka -23- / � � � �a � � . � tl�Tater Quality Management Plan{WQMP) Uptawn T�mecula Auto Spa TM 3751, Lot 9, PA15-Q520, LD 16-0668 ji.: � /i �ii, � r j � �. ,. ii. //io, � � %0%., %/ �i. � i�„/%i i.../,/.,///io i�4 �'/,'� i �i�9�i i//G�.,/��i i�i�ii/��oi i/o��%� % ��i%/'�.�1�i /� s%�i/�/%/���, / 7�i i//ip,/{,���vG.� i�/��./,�/.�< /i�i 9 G�';.if �%�� i�ii %%% ;✓/�� ���%%%''%�/��j j,,/,;��% �///,/,,���;%%%j�%j��;;� % �%%%� ��,ri i i;,����///Gio� /%%%%P %oi�%ii/r%ai/r�ii i i��i� rii,i i i i i%%�'o�U,�i i�ii���ii G --�i., %0u//i �:o.a�%i�i��/ %ii/:i�i i iUr 6 ::�� Gi/%/i i ou/ ��.�i i�a//ii : : � �o•, �^% %'o% 'fi%"2 /�%�,��G%//%/!�i//%/% i/��i�%%%%'.f,'�,//�� /����/f�%/� G l � If a completed Table A.2 demonstrates that the project is exempt �rom FiMP Performanc� Standards, speci�y N/A caf prcrc�ed te�S�ct�on F, if appli��ble, �nd Secfiion �. � � 1 1 I � �n assessment of fihe feasibili�y of impiementing onsite Hydrolagic ��ntr�! �NIPs is req�ired f�r �II projects. Select or�e o��he ft�llovvin�a �Yes-�The ir�plernen�ation of Hydrologic Cc�n�r�l BfVIPs is fe�sible cansit�. (Proceed�o Step Ee3 and �t���,�� o ��- _ C� f�o—�"he pr��ect site is lar��r th�� on�acre �nd the �rnplem�nt�tic�n of�lydr�alo�i��ontr�l �!l�Ps is ��� ���sibi� �r�site. (�roceed ta S�ep E.� and.St�p �for Alt�rnativ� �ornpfian�� uporr �pprovat of the Technical Feasibility Assessment by�h��'o�aermittee) ❑ No — The project site is smaller than c�ne acre and the impl�m�ntation of Nydralogic Control �MPs is nat feasible onsite. (Proceed to St�p E.2) If the reasons for infeasibility ar� different from those list�d in Section D.1, describe �he te�hnical or spatial reasons that preclude the implementa�tion of onsi�e Nydrologic Gontrol BMPs. If none,write N/A: �/A Approval of fihe conditior� for inf�aswbility, ifi any, is required by the �operrr�it�ee. Flas the cor�dition far infeasibility been approved by th� C�p�rmitt�e? ❑Y ❑ � ❑ �/R � i � Not applicable per E.1. . 1 1 C�ptur� of th� DCV �nd achi�vement of the Hydrologic P�rformance Standard may be m�t by combined and/or separate structural �MPs. 5imilarly, compliance with �he two id�ntsfied req�irem�r�ts may b� fully or partialfy achieved onsite. ��r ���h Q�,��, ider�ta�p in T�b!� E.1 �� th� C���� �s ¢u{ly �r �artiall� ��p��a��� �,nsit�, ��; the �y�r�lc��;� Performance Standard is fully or par�ially met onsit� (by using fihe SMRHM id�ntifi�d in Step E.4), and if structural BMPs for compliance vvith the L1D requirer�ent and the Hydrologic P�rformance Standard �re combined. m7� _ Water Quality Management Plan (VlIQMP) Up�awn T�mecula Auto Sp� TM 3751, Lot 9, PA15-0520,LD 16-0668 ��;�,,;;;;,; ,,, >; ... ., ,, , . , , ,,;,;�,;.<�.;;,,,, .:, ,..,,.,.�,,�;,_r.;.t, .. �:,-;;�;:;�;;'�.. . .., ,.. ................ . . ,,. ., ,-,,.,.,,, ��� ��D g�� �_�� Hydrologic Con�rol �ombined ��P typ�and IL� �� � ^ ��/I P �I�P ���"�` � C3nsite � �nsit� B101, ❑ P�rtially Qnsi�� ❑ P�r�i�lly�nsit� �Y�s P1, P2, BIC31—�10RETEf�TI{�N �ASIN ���, ❑ �ffsite ❑ Offsite ❑ No �S� ❑ �1Qr�� R�quir�� ❑ ��rae R��uir�d D�'��: � Onsite � 4nsite �IC�2, ❑ Partially�r�si�� ❑ Parti�lly�r��it� �`F�s P3, ❑ �ffsit� ❑ Offsl�te ❑ �� �602--�I�RETENTi�7N BAS6� LS 3, LS5 ❑ �or�e Requir�d ❑ �1one Requir�d � �nsitP �� t�nsite ��'��` ❑ P�rtially C�nsit� ❑ Partially�nsi�e �Y�s �1�3, ("�! �ffsite �103—B6C�RETEl�TI�I� 5�4�1�1 P4, R5 �-..-� ❑ C�fsite ❑ �Vo ❑ Nane Required ❑ IVone R�quired � Onsite � flnsite DMA4�: � P�rtially Onsite ❑ Parfiially Onsite �Yes ��Q4' ❑ Offsite BI(J4—BIORETENTION �ASIN R1,LS6 ❑ Offsite ❑ No ❑ ivone Kequir�a ❑ ivone �equired t�MA5: B105, R2� ��nsite � Onsite LS7, � partially Onsite ❑ Partially Onsifie �Yes LS8, �IC?S—BIQRETENTIC7N BASIN ��g ❑ C?ffsi�e ❑ Offsite ❑ iUo ��9 ❑ None Requirea ❑ None Required LS 10, P8 � Onsite � Qr�site DMA6: ❑ Partially Onsi�e ❑ Partially�nsit� �Yes B�O�' ❑ offsite ❑ �o ������iC}RETENT1QRl BAS1N P� P7 ❑ �ffsite ❑ None Requir�d ❑ Non� Required For each DMA provide a narratiu�describing if the DCV and the Hydrologic Perform�nce Standard are to be fiuiiy managed ot�si��. ii� not, �he narrative should de�ail how and wh�re offsifie sfiruc�ural B�/IPs �nrill achieve management of the DCV and �the Hydrologic Perforrr��n�e Standard. ALL C�MAs will be rou�ed on-site fo the abov�men�ioned bioretention areas as designated. _2�_ Water Quality Management Plan(WQMP) Uptown Ternecula Aufo Spa TM 3751, Lot 9, PA15-0520,LD 16-0668 � � � 1 C , I 1 Each Flydre�logic �on�ro{ ��o11P must be d�si���d t� ens�ar� that the flc��nr dur��ion curv� caf th� post- dev�lopment DNIA vvill no� exceed that of the pr�-existing, nat�arally occurring, DIVIA by r�ore than ten p�rcent caver a �ne-year p�riod, llsing SfVIRHIl�, the applocant shall demonstra�e that the perfcarmance caf �ach design�d Flydrologic Gs�ntrol �MP c�rr�pli�s wi�h �h� Hydr�lc��ic P�rf�rrt�ar��e Standard. C�rr�plet� Table E.2 b�low and id�ntify, for each DIVIA, the type of Hydrologic Control 6�/IP, if the SMRHM mod�l c�nfirmP� �hP r�:����er��r�� t'd����fi�d �s "��ss��" ;n S�l!R!��tl�, th� ��t�! `��I�aar� c����i��j �f ��� Hydre�l��r�Contrc�l ��/BP,the Hydre�logic Cc�n�rol 61VIP faotprint at tc�p floor�leuation, and �h�drawdovv� �irr�� �f �he }�ydr�ai��ic C�r�tr�l �!l�P. �I!/IRH summ�ry r�ports �hot�ld b� dQcum�r�ted in Apper�dix 7a Refer to the SNIRH(VI Gc�id�nce Documen� for �dditional infarma�ion on SIV�RHM. You can add rows to th���bi� �s r���d�d. . . i �o�i� ca��aii�.a�ii iiiay i�t�i iv ��Liiu�i �.� (�a� Cti� �iviti `t71ViP Tt�f � �(�YT1�7f�Ct��1SIiJ� C��S�f I��it�i� t'?� �P'l� r�ethodo(ca�y t� rneet th� Sedirn�r�t Supply P�rformance Stand�rda Car�ple�� th� follov�ring steps fio det�rmin� cflr�pli�r�c��vith �he.�edirn�n���app9y P�rf�rmance Starrd�rd: S�ep 1; Id�ntofv if th�sit�i�a Si�nific�nt S��r�e�f��� S�d�rr��n�Sup�ly�Cc�the receivi��ch�nnel � Step 1.A—Is the �ed Sediment of ansite streams similar to that of receiving streams? Ratc the similarity: ❑ High � Medium ❑ Low Results from the�eotechnical and sieve analysis to be perform�d both onsite and in th� receiving channel should be documented in Appendix 7. Of particular interest, the results af the sieve analysis,the soil erodibility factor, a description of the topographic relief of the project area, and the lithology of onsite soils should be reported in Appendix 7. � Step 10� �- Ar� onsite stre�ms cap�ble �f d�livering Bed Sediment �upply frorn �h� site, ifi any,tca the r�ceiving channel? I2atc th�pot���tia�: ❑ I�i�h ❑ M�di�rn � Low Resul�s from the �nalys�s of the s�dim�n� deliverv potential to the rec�ivin� ch�nr��l sh���lc� h� documented in /�ppendix 7 and identi#y, at a minimurr�, the Sediment Sourc�, the dis�ance tc� fihe receivin� channel, the onsite ch�nnel density, the project watershed area, �the slope, leng�h, land u�e, and rainfall intensity, _2�_ Water Quality Management Plan (WQMP) Upfiown Tem�cula Auto Spa TM 3751, Lot 9, PA15-0520, LD 16-0668 � St�p 1aC—1n/il1 the r�ceivin�chann�l ad��rs�ly r�sp�nd tc�� �h�n�� �n �ed S�dir��nt Lca�d? R�te the need for b�d sedilnent supply: (� �Ii�h. 0 ft,��d'�� � ��� Resu4ts �rom the ir�-str�am analysis to be performed both �ansite should b� documented in Appendix 7. T�h� �n�lysis should, �t � rr�i�irnum, q�aa�tify the b�nk stability ar�d th� d��re� �� incisiori, pr�rrid� a �rad�ticar� caf the ��d Sedirr�er�� rn�ithin the r���ivin� �h�nn�l, �r�d id�ntify if th� chanra�l is s�d►m�r�t supply-lirr�ited. � Step 1.�—Surr�rnary c�f�tep 1. Summarize in �"able E.3 the findin�s c�f Step 1 and associa�e a scor� (in parenthesis� to ���h st�p. Th� s�;m c�f the �hre� ;�;�ivid��! ���r�s c��t�r�in�s if � strea� is � si�nific�n� cc�e�tribc�t��r t� th� r�cei�i��� stream. � Sum is equal to or greater than eight � Site is a significant source o�f sediment bed material —all �n-site streams rr�tast be pres�rved or by-passed within the sifie plan. The applicant shall proceed to Step 2 for all onsite streams. � 5um is greater than five but lower than eight. �ite is a source of sediment bed material— some of the on-site streams must be preserved (with identified s�reams noted). The applicant shall proceed to Step 2 for the identified streams only. * Sum is equal to or lower than five. Site is not a significant source af sedimen� bed material.The applicant may�dvance to Sect�on F. ;��,,;��;....,....:% ................ . -���:.�... � S�t�p ��t�n� �"otal S��r� 1.A ❑ High(3� � R11�dium {2) ❑ l.c�w(1) 2 1.B ❑ High(3) ❑ Medium (2) � Low(1) 1 1.0 ❑ High 43) ❑ Medium (2) � La�v(1) 1 Signifi�an�Sourc� Ratin�of�ed S�dimer���o the rec�iving ch��nel(s) 4 _��_ Water Quality Management Plan(WQMP) Uptawn Temecula Autc�Spa TM 3751, Lot 9, PA15-052Q,LD 16-0668 St�p 2: Pr�s�r��tsca� c�f�d�ra�ifi�d C�r��ct��h�nr��1s C�nsit�stre�ms identified as� Si�nific�nt So�r���f�ed S�dimer�t sho�ld b��v�id�d in th� sit�d��i�n. �M�ck crne of the followir�ga � The site design daes avoid all onsite channels identified as � Significant Source of��d Sediment(The cz�pli��r�t may di.sregard st�bs�qu�nt�t�p��f S�ction E".�and direc�tly advat�c�dire�tly ta Sectaon F.� _ p� m ❑ 1"h� sit� desi�� � s T v i �II �ansi�� ch�r�r�els id�ntified �s � Signifii��r��S�urc� c�f��d S�dirn�r�� (T1�e c�p�liccant may proceed with the subsequ�nt steps of Sectian E.5J, Pro�id� in Appe�dix 7 a site map �hat ider�tifi�s all cansi�t� ch�nnels �nd highlights thos� �r�site channels that vvere identified as a Significant Source of B�d Sedirr�en�. The site map shall demonstr�te, i�feasibl�, �hat �h� si�e desi�r� �v�ed� th��� �nss�� ch����ls id�r�ti�fied a� � Si�r�ific�rt 5o�r�� c�f Q�� S�d6��nt. i� �dd�t��n,the applica�t shall descri���h� �h�r�ci�rist��s �af e��h e��si�P�h�nn�l i�en�ifie� as � Sigr�if���r�t Sc��arc� of ��d S�d6r��n�. 6f th� c��sipro pl�►� ��n�?�t aA>�aid th� �r�sit� �ha!�n�ls, pl��s� �r�vid� � r��t;�r��l� fcar each channel indiv�dually. ate� �: �y-Pass i,f �J�sLr�arr-i �rai��age{5j �c� Pres�rve �h� discharge of �ed Sedimenfi Supply ta the receivin�ch�nnei(s) Onsite channels iden�ified as a Significant Source of Bed �ediment Supply should be by-passed the discharge �f�ed S�diment Supply to the receiving channel(s). ��'?cc:r°t c.`i�E vj�'��jv��.t'iwrist�: � The site design does avoid and/or bypass all onsite channels identified as a source of Bed Sedimen� ��P��Y(The applicant may dir�ctly advance to Se��i�� F,) _ pr _ ❑ The site design does IVO7'�void or by-pass all onsite channels id�ntified �s a source of�ed Sedimenfi Supply(The applicant rnay praceed to an Al�ernative,4pproach, as defined in Section F1. Provid� in Appendix 7 a si�te map that identifies �il onsite ch�nnels ar�d hi�hli�hts those onsi�� channels th�t w�re id�n�ified as a Significant Source of Bed S�diment Supply. 1"he site map shall demonstrate, if f�asib9e, that the site design avoids ar by-passes thos� onsite channels of significant Bed Sediment �upply �o the receiving channel(s). 1n additior�, the applicant shall d�scrib� the ch�racteristics o�F each onsit� channel identified as a Signifi�ant Source of �ed Sedimer�t Supply, If th� design plan �annc�t avc�id or by-pass�he onsite channels, please provide a rati�nale fior each char�nel individually. _28_ /� � ca � �� �� � � � Water Quality Management Plan(�IQMP) Uptown Temecula,4�ta Spa TM 3751, Lot 9, PA15-0520, LD 16-0668 ,,, , , ,,,,,, ,, ,, , ,,,, , /,.,j�%�¢/�•����i���% i///� /j/ �%�,�ii���%�����'�%%�i"i % ���/�j�/�Y�/i� �///�j/��%�,��i� oa/�/u/r�//ii�%/�/r%% % � ��/pi.�?i G//i/r//���ii/r�%�i% /a/d///�%%%%%%%%%�%%�//o% r LID � Ps �nd Hydrol��i�Con�rol �MPs �re ��pect�d t� b�f�asible on virtually all proj�cts.Wh�r� Lll� � Ps�s�d/Qr Fiydrol�gi��c�nfirol � Ps h��r� b��n d��onstrated ta b� i�feasibl�as doc�rr�ented i� ��ction � �r�d/or Section E, respe�tively, other Treatment Control �f�IPs or alt�rnative c�ar�pli�nce �pproaches must be �s�d (subj�ct LIL�w�iv�r and/c�r H(V1P alternative compliance approval by�th� C�p�rmitte�j. In additocan, if saapporti��dac�rnent�tic�n d�rr�onstr�tes�h� ir�f�asibilit��c� irnpl�rr��r�t��dirrr�nt Su�ply ��o�Ps c�r�si�e �See Se��i�n �,5},the �pp�i��e�t rr�ay ref�r�kc�S��tion FoSa �h��k�r��r�f th�follc�vvin�boxes: ❑X LI� Pr�r?cipl�s, L1� �N9P�, �lydrolo�ic��ntr�l ��Ps, �n� Sedi�n�r��Sup�l,��lVIPs h��e be�r; incorporafied in�o the site desi�n to fully address all C�rai�age Management Areas. No al�erna�i�e ��rrr�pli�r��� rr,��star�s �r� r���a�red�car�his prc�je���r�d th�as thws S�vti�� as r���r�q��r�d t� b� �cat�pl�t�d. -- �r - €� L1C3 F�i��iples��d LIC� �iV1Ps ha�e�C�T 6�e�n incorporated into the sit� design�c�fiully�ddress the L(D requirerr�ents for all Drainage Management Areas AND HMP Performance Standards are not �aall°�ad�r�ss�d e�the fol9�wing a��i�age ����ger�r���t Areas. o The following Drainage Management Areas are unable to be addressed using LID BMPs. A site sp�cific analysis dernonstrating technical infeasibility of LID BMPs has been approved by the Copermittee and included in Appendix 5.The following alternative compliance measures on the following pages are being implemented to�nsure tha�any pollutant laads expected to be discharged by not incorporating LID BMPs,are fully mitigated.The applicant should complete Sectian F.1, Section F.2, and Section F.3, as applicabl�. o !�sit�specific analysis demonstrating technicai infeasibility of Hydrologic Control BMPs and Sediment Supply BMPs has been approv�d by the Copermittee and included in Rppendix 7. Projects less than one acr� have �ampl�t��the Simplified Technical F�asibility Study.The appliean�shc�uld compl�t�S�ctio� F.5 ar�d/�r Secti�n F.6, as applicable. I�/A - or - LI[� Principles and �ID B�tiPs have been incorporated inta the site design fio fully�ddress the C�CV �For�II [�r�ina�e tV�anagement Areas. However, HMP Performance St�ndards are not fiuily addressed in the�Following Dr�inage Management Areas. A site specific analysis demonstrating �echni�al infeasibili�ky of Hydrologic Contr�l �MPs and Sedirr�ent Stapply BIVIPs }�as be�n �pproved by the �apermittee �nd includ�d in Appendix 7. Projec�ts le�s than cane acre have complefied �he Simplifi�d Technieal Feasibility.The applicant should complete Secfiion F.S andJor S�ction F.6, as applacable. R1/A -��- Water Quality Management Plan(V�IQMF'j Uptown Temecula Auto Spa TM 3751, Lot 9, PA15-0520,LD 16-0668 Id�ntify Pcallu�ants c�f�c�r�c�rr� lltilizi�� Tabl� A.1 frorr� S�ctir�r� A above which r�ofied your project's R�ceiving ifVaters and �h�ir �ss��i�t�d IJSEPA approv�d 303(d) list�d irnpairments, cross ref�rence this in�Form�tion with th�t of yc�ur s�l��t�d Pric�ri�y �evelc�prr�ent Pr�j�ct �ategc�ry in Tabl� F.1 beiow. if the identifi�d �en�ral Pollutant C�t��orie� ar� th� s�m� �s �hcas� listed for yo�r R�c�ivin� Wat�rs, th�n �hese will b� your Pollut�nt� o�Cc�n�ern �nd�the appropri��e box or box�s will b� ch�ck�d an �he last row. 1"he purpose of �his is �c� docurr��r�t �carnpli�r��� �nd t� h�lp yo� �;aprc�pr��tP[y �I.�� fc�r �?it±g�ti�� y��r P�II►,t�r��s Qf Concern in lieu of impl�m�n�in�LID �MPs. � ,,�-;;,., ��,.,,. ..,-:�`s..,..... ........... ......�:;'�. ..,.;��;.., ..,. . ''�; Pri��-ity ' D��r�l�prr�e�r�t ��r�er�!P�liut�r����tegc�ri�� Proj��� �a��g�ri�� �r�di�r T�x�c ` Pro e�t F�atur�s �h��k tho�� �a�terial Tr�sh � t�il; � J � M�tals N�trier�ts P��ti�id�s �r��r�i� S�dir��nt� I�dicators [��bris �rease that�pp�y� ��r����r��� ❑ Detach�d (���id�r�ti�i P � � � � � � � � Develo ment � � P A�tached Residential � i�evelQpment P hr P � �! � F' �(2) � Commercial/Industrial �,�3� p P��> Pt�> p�5� P��� P P �evelopr-�e�t ❑ Automofive Repair N P N N P�4�5� N P P Shaps � Restaurants P N N N N N P P (>5,OOQ ft2) � Hillside Develapment P N P P N P P P (>5,000 ft2) Parking Lots � �>�J,�O�ft2} {��6� � P��� P�1� P�4� ���� � � ❑ Retail Gasoline Outlets N P (V N P �1 P P Projec# �riority Pallutant(s) ❑ ❑ ❑ , , ❑ ❑ ❑ , � ❑ of�ancern P=Potenfiial N=Not Potential t'}A;notential Pollutant if r�on-native landscaping exists or is proposed onsite;atherwise not expected �2��4 potential Pollutant if the project incicades uncovered parking areas;atherwise nat expected �3�A potential Pollutant is land use involving animal waste �4�SpecificaNy petroleum hydrocarbons �5�Specifically solvents �6��ac��rral indicators are routinely detected in pavement runoff _ _��_ V17ater Quality Management Plan (WQMP) Uptovvn Temecula Auto Spa TM 3751, Lot 9, PA15-0520,LD 16-0668 . � Pr�j�cts that ��nnot implem�n� LIC� � Ps but n�vertheless irnpiern�nt Sm�rt (�rawth Princeples are pot�nti�iiy el�gible far Stormvvater �redits. Utiliz� Tabl� 3W7 �i�hin the �/UQ.MP Ga�id�nce �ac�m�nt to id�r�tify your Project Cate�cary and its associa��d 1�/ater�uality Gr�dit, If not�pplicable,�nrrit� �1/A. ,.,.,.�%;<„i�%°i';!<r;z��',.%;'' ,.,:'�:....... �.���i�yirs� �r�aje�����e��ri�s �r��i�P�rc�r������ ��� Tc�tal�redit Percentage1 'Cannot Exeeed 50°0 zObtain corresponding data from Table 3-7 in the WQMP Guidance Document .� ���n �r�t r� Aft�r �o� �ppropriafiely ccansidered Storrre�ater Cr�dits fc�r y��ar Pra�j��t; ta�i�i�e T�bie �.3 belor�r �to appropriately siz�th�m to the DCV, ar Desegn Flow Rate, as applicable. Please reference Chapt�r 3.5.5 of th�vVCZIV�P Guidar�ce Doc�rr�e�t f�r f�ar�her ir�formation. �t/� . r rl i rv/a F.4 Hydr�l��i� Perf�rrn�n�� Stand�rd � �►Iternative �omp�ianc� pproa�h �/� � i w ° i �/� _�1 _ c`�y � � �> � � �� Water Quality Management Plan(WQMP) Uptawn Temecula Aut�5pa TM 3751, Lot 9, PA15-0520, LD 16-0668 1� , i, �o„a. ,,,, �/,,, , �,� ��r%, ii,,�/�'%%/%j��j�i� �,ii/i i�ip��%%%j%/%/ii/ � �%%/j/j�%/%,,/; %//�/�%��/ji.. ri//Gib/%i%//�%///..i//%% ��%//% ii//j ii///�%/% �%//ii//// �/ll/�%/%%%//,% i%/f l///%�i i ''i� �ourc� �c�ntrc�) BI�lIPs ir�clud� perrnan�n�t, s�ruct�ral featur�s �kh�t may b� required ir� ycr�r Prcaject pl��s --� s��h �s roofs �v�r ar�d b�rms aro�nd trash a�d r�cy�lin� �r�as — �nd t?perati��i�l �It/IPs, s�ch as regular sw��ping �nd °`housekeepin�", that must be implemented by th� sit�'s �ccup�nt car �as�r. Th� f�iaximur� Exter�t Pract�cable {IVIEP) st�ndard typically requires both types of �MPs. Ir� g�neral, C?perat�on�l �R/IPs ��nnot b� s�abstituted for � fe�sibl� and eff�ctiv� str�ctt�r�l ��i/IP. llsir��the Psallu�t�r�� 5ources/Source Control Ch��klist in Appendix �, revi�v�r the follovving proeedure to specify �ource �:���r�l � Ps fc�r yc�ur sit�: �.m 1 �ntify Po//ttt r�t :S us����: Revi�onr �olumn 1 in th� Pc�ll�tant So�r���/�o�rce Cc�r�trol Ch�ckliste �h��6�ofif th� p���r�ti�l sca�rc�s ��F Pollt�t�nts that�pply�kca yca�ar site. 2, t� L�c ti ns n Pr°������5 �cifi� � �hi it: Rla�e the corresponding r�quiremenfis lis�ed ir� �tJIt,ICP"tYl � (�� thP_ �9��t1���t Sc'[lt'C��/��n���'�P t,,;°nr���'nl C`h�?r�clicf. .��n,wi t�ra la;r�a�#(,'r C;f ��r�h C�C��lt,;+��;t s�ur�e ��d ea�h perr�a�er�� 5a�ar�e �or��r�l � P i� y�ur Project-Sp�ci�Fic inl�:�P �xhibit ioc�t�d ir� ����r�d�� 1. 3. ��� �°�� Ta�l��r� �rr�ti��& Check c�ff t�� ��arres�a�dir�g reqi�ir�r�ents iis�e� ir� Col��� 3 in �h� Pollu�tant Sources/Sour�e Control Checklist. In the left column o#Table G.1 below, list each potential sourc� of Pollutants on your site (from those that you checked in the Pollutant Sources/Source Control Checklist). In the middle column, list the corresponding permanent, Structural Source Control BMPs (from Columns 2 ar�d 3 of the Pollutant Sourees/Source Con�rol Ch��klist) used to prevent Pollutants from entering runoff. Add addit�onal n�rr�ti�e in this Column fihat explains �ny special features, materials or methods of construction tha� will be used to implement these permanent, Structural Source Contral BMPs. 4. � ente,fy �a��°a�ional�a����e C�n���l s:T4 c�mplete your table, r�fer�r,ce a�ain to the Pollut�nt Sources/Source Control Checklist. List in the right column of your table fih� (�perational BMPs that should be implemented as long as the anticipat�d activities continue at the site. Copermittee stormwater ordinances requir� that applicable Sourc� Control BMPs be implemented; the same �MPs may also be required �s a condition of a use permit or other revocable Discretionary Approval far�s�of the sit�. ,,�,,r , �., ,. ; ,,; ;-, �.��i, ,,,. , ,.,..� � .. . ., .. ,,,,.. ,,.. _...,.. ��t�nti�4���.����s c�f��r�c�ff C7��r�tic��a��c���c�Cc�r�tr�l �l'�Ps P�a4€��'a€��;� �tr�c�i��a6�c��s�c��or�trc�E ��P�; Multiple llsed. Pleas�se�the matrix in Afitachment$ _32 � � � � � � �a � � � V1later Quality Management Plan (iNQMP) Uptown Temecula Auto Spa TM 3751, Lot 9, PA15-0520,LD 16-0668 %i.,/o�/i¢%%i� i/i % �� �ii¢/ii��//n,%.iii i % �iii ii %��%�+i/i.i ii �'�/io �%/ / /o�/% i'i�i,% iri% i /o%i� %/ii�"i%%'i%� i�i %�i i i��/�?�,,/j%�r,,i. •,i��i;'i i �;%i i �!i y.i/'i%G i.,%��i�%'i%i i'.%!i �/��%�i '�%.o�a���i'�„�;/.�i„�/i u/r �/ i, ��� � Populate Table F4.1 belovv fio assist the plar� cl��cker in an �xpeditiot�s r�vier� o� yo�r pr�j�ct. The first tw�a c�lumns will �ontain e�fiorrr�ation that �vas pr�pared ir� pr�vious s�teps, �hile th� iast c�lu►�nn will b� populated with th� correspor�din� plan sh��tsn This tabl� is tra b� ��mpl�ted wath th� stabmittal of your fin�l Pr�ject-Specific�tQR/IP, ,,. . , , „ �'�i i�.�/'%�� i i,.. ;l":';/"'%': ..// y i.' :/'_''; y, ' i'�. /�';'/�: ,.iii/....i...... ..i,.,..i....i ..,.. �, ,...,. ..i ..,.,. ......�......,... �C�#� f��a. �r iE� �1��4P 9���'tif`s�r�nd d�eseriptirr� Ct�r�esp�r�cl�r��Pl�n�he�t�s} BIQ1 BlORETEI�TI�lV BASI(� GR�4DING PLAN SHEETS 3 AND 4 �1�2 �I(��ETE�ITI�N �,451�1 C�RADINC� PLA�J SFIEETS 3 Af��4 �IC73 QIORETENTIC7� QASIN �RADING PLAN SHEETS 3 AIVC�Q� 8104 BIC�RETEM��CIt�N E3AS1(� GRADING PLA�! SHEETS 3 ANC�4 �IC�� �I�RETE��IC�R� �ASI�I �RAGI�iG PL��I �#-�EET�3�I�G� E�IQ6 �IQRETEN�TIC71V �ASIN �RA�I��a P��N SHEETS 3 A�1D� No�te th�t the updated table — or Construction Plan �/QIVIP Checklist — is oniy � r�f�r�n�� toai to �acilitate an easy comparison of�the constructoon plans to ycaur Project-Specific WQMP. The Copermit�ee with jurisdiction over the Project site can advise you regarding the process req�ir�d to pr�pos� changes to the approved Praject-5pecific WQMP. _��_ ( � fA � e�r �« � � � iNater Quality Management Plan (WQMP) Uptawn Teme�ula Auto Spa TM 3751, Lot 9, PA15-0520, LD 16-0668 /// i � "' ///i i � ii. /� y� ii. � /iii /%- ��,,/r•i��%%.i�/,;�ii i% % j�%��/%i%�i.%�i i%�%%��i i%� %���%Uii���iq%�,�ii��iip//i�i��i�n,/r.o %ii i�i%� % j%%/i�������i�� %�� i i�i�i � � �/p//�%�i ����i i:�ii�i�Gi i�i ii���i i/ ii�ii%'r: % i i�ii �ii i / oo///..iii�ii�ii i,�.��i i �i �iii�/;/,�j%�oiii i ��oi i �/ ���%r,��,r�/ /�/ ��, / %�i�// �ii,�� i/��,�%� . �.��G i� /. // �///,oi i/// �/,.G, u/r ii �//, i//. / ii,i i U��2 r, r,;/��. �/ The Gcapermi�tee wi�th jurisdi�tion over�th� Proj�ct site vvill p�riodically verify th�t �R�Ps can yc�ur Proj�ct ar� ��in��i��d and ccar�tinu�t� �p�rat� a� desig�edo Tc� m�ke th�s possible,the��perrr�at����ri11 req�ire th�t yot� inc0ude in Appendix 9 of this Proje�t-Specific�PV(�I�iP: 1. A means to�Finance and implemen� rr�aintenance of BMPs in perpe��ity, includin� r�pl�cement ��s�, �. A�cep����e cf r�sponsi�ility fc�r r�n�i�r����r��� �rc�r� t�� �irr�� th� � Ps �re ��ar�str�cted ��ta� r�spcansibility far operatian and maintenance is I�gally transferred. A v�rarr�nty ��verin� � pericad f�allca�ving�or�str�cti�n rnay also be r�qu�re�. 3e An au�lin�c�f g�r��r�l rna�nt�nan�e requirem�nts for th�S�torr��vater��/IPs y�� hav�sel�cted. 4. Fi�ur�s d�fineating and desi�nating p�rvious �nd impervious areas, (oca�ion, a�d type of StOfi'°�1W�fi�l" ��II�; ��c� t�h��S nf t���yint�� �nrl imt�r�rrrin�� araac �areiPrl �i'a aarh farili°��, (�;An_ I�c�ting �he BNIFs usin� a ce�r��c�inat� sys�err� �� la�d�ud� �nd 6can�i�ude is recommend�d �o 'r��ip f���li���� a r`�a��re state�nrid�dat���s�sys��m. J. ���p�ratc {is�a�o� locatior� c�f��If-reGainir��a��as �r ����s ��dr�ss�d �y i�iG Principies fiha� do no�t require specialized Op�rations and Maintenance or inspections bu�t vvill requ�re typical ��t��SC?�;� �'l�ir$����1C� u� I�C�@� It� r',���t2i �, 9ii iii2 ��',r��"�� �`ai�iva�li.c. i�iC�iau� � ui i�i description of typical landscape maintenar�ce for these areas. The Copermittee with jurisdic�ion over the Project site will also require that you pr�pare and submit a detailed BMP Opera�ion and Maintenance Plan that sets forth a maintenanc� s�hedule for ��ch c�f the BMPs built on your site. An agreement assigning responsibility for maintenance and providing for inspections and certification may aisa be required. Details of these requirements and instructions for pr�parin�� BMP Qpera�ion �nd Mainten�nce Plan ar� in Chap�ter 5 oT the ifUC�MP Guidance Document. ainten�nce echan�s o Property Ovvner i�/ifl the proposed �f�Ps �e maintained by a Homeawn�rs' Assaciation (HOA,) �ar Property O�nrr��rs Assac�ation (POA)? ❑ Y � N Include your�peration and IVlaintenance Plan �nd Maintenance IVlechanism in Appendix 9. Adds�ionally, in�lud� all pertinent forms of edu��tional mat�rials for th�se personnel th�t will b� m�intainin� th� proposed �IVIPs within�his Proj�et-Specif��WQNiP in Appendix 1Q. _�q._ �/Vater Quality Management Plan (WQMP) Uptown Temecula Auto Spa TM 3751, Lot 9, PA15-0520,LD 16-0668 j ; o � � y -; ,,,, i, % � �� /'�,i,,/..i%i�,i%/i�": %i� j�i����i'�.�.�;f!j i„i/"i%'i�' %�i%i%"� i %%✓,���'%�i�%'..�/,./../i," i.�i,,a i%�,%.i%. '; i.%.%�,,,r� ,',-,,,G%,i.,%i..%.i�i °i.%.�%�,.;i�..%.i%.;�0� /%%.�,i, f;,.��.,��.�..%.%.%%.%:i.�„%�.%.:,�Oi ;%. ;i ! C�rde�l�T�. IZ9-2010-Q016, an I�TPI�ES Perz�.it i��ued by the San L7iegc� ; I2egional VVat��C�u�lity�c�ntrs�l�oa�°d, � I'ublic c�r° p�ivate �1�tity s��kin� t�e �isc��tic�rt��y �ppro�al �f nevv or replaced i�nprove�nents from the Copermittee with j-urisdicti�n csv�r t:he ��oj�ct ��te. �'��� ����ica�t ��� c���°a�l �°�s�����'�ility f�� the impl�mentat�on and the a�praval c�f a I�rio�ity D�velc�pmer�t I��ojecte T�e�C,��II' �ses consist��tly th��e��"�se�" to ref�� to th� applicant such a� developer o�project proponent. The �/V�IVIP �m�aloys also t�e designation °`use�" to identify the I2egi�t�red P�°of�s5a��al �ivil �ngine�r re�pons�ble fc�r �u�rnittir�� the Pro°ect-��aecific WC,�MP, and desi nin tl�e re uired BIliII's. ��f�n�d �� 40 �r� �22.2 a� ����d.al�� of ��fivit���, ��ok�i�itl��s o� � ��°���ices, m�ia��-ena�c� �ro���u�°es, an� �t�aer inar��ge�pr�t p�°�ct�c�� tv pr����#: c��° ���u�� t�� pc�ll�tic�r� �f v��t�As caf t�i� Ur�it�c� Statese BMPs also lnclude tre�tment requirements, operatin� �roc�d�r�s �nd pra�ticQs to contrc�l plant �it� r����f, ���l�a�e �r leaks, sludge or waste disposal, o� drainage from ravv znaterial storabe. In the case of munici�al storm vvater permits, BMPs are t icall used in lace of numeric effluent limits. BMP Fact Sl�eets are available in the LID �MP Design I3Candbook. Individual BMP F�ct Sheets inclucle �itting �onsiderations, and design and sizin� gtxidelines for se�en types of structural BMPs (infiltration basin, infiltration trench,perrneable pavement, harvest- and-use,bioretention, extended detention basin, and sand fllter . � � i Publ�alle�° of the Cali�ornia 5tc�rmwate� Be�t Managem�nt Practic�s � � �; �andbQoks, available at � � /j/�rt�/��!,?4: :" �y"'jil��:ii`,��5...''4;s.?fl.k��4,_�1��..if.�.w%,����.�9.�;', p : ■ t . .,..,..,»_..,,;.,,,..;'..;:�:,°,�,,,;;;,,,,,,,,„f.,.., .,.,.,,��.,.... _,-_..,.�.;_. ...;. . �:,,,;' � A t�pe of BMP that provides t�°eatment of stormwater r�noff. � � �onver��ianal t�eatmer�t cont�°ol Bl!/IPs, while d�si�ned to t�eat particular Pollutants, typically do not provide fhe same level of volurx�.e reduction as LID BMPs, and car�n�only require more specialrzed maintenance than LID BMPs. 11.s such, the 2010 SMR IVI54 Permit and thzs WQMP require the use of LID BMPs where�Ter feasible, before Conventional Treatmez�t BMPs can be co��ider�d ar in�plemented. � ; The 2010 SMIZ MS4 Permit identifies tl�e �ities o� Murrieta, rI'erne�ula, and Wildomar, the County, and the I�istrict, as �o e�rn.itt��s for the�lliIR. ___ The abbreviatic�n ��f�rs �c� the C,c��,�tv c�� T�7t»����� �r� t�is document. California Enviro�mental Quality Act-a statute�hat requires state and local agencies to ident�fy the significant environmental impacts of their actions and to avo�d or miti ate those im acts, if fea�ible. 35 _ Water Quality Management Plan(WQI�[P) Uptown Temecula Auto Spa TM 3751, Lot 9, PA15-0520, LD 16-0668 �allfc��°x�z���r�i����o� M�z�ag���riei��:Ii����xr��t�c�z�Sy�t� -ar� antegrated netvvork�f 11� autom�.ted active�veatl�er�tations all aver �a�ifo�r�ia ma�aged by th��alifornia L?��a�fn�a��t of�/Vate� IZesources. Clean�later Act-is the primary federal law governing wate� �aoll�tion. I'�ssed iz�19'72, t���CVVA��t��lished the �oals�f elzminatin�rel�ases of high amount�of t�xic stxbstai�ces into wat�r, ���rr�i�ating ac�difional water pollutic�n�y 1�b5,a���1�su�iz�b t�at ��r�a����ter��c�ulc� ��et st��da?�°c�s�������ary f�r��z�a��p��°t� and recreation by 19$3. CWA Section 402(p) 1s the federal statute�ec�u�xin�I�TI'DES permits fo�dis�ha��-es froa�lVIS4s, � Impa�ec�water in whzc� water quality �oes nc�t meet a��licable � �vate�quality �standards and/or is n�t ex�aected to r�ieet water � c�uality stanctarc�s; �ve�► �f�er t�,P�..��l;r��;r��, nf t��1_,�?n��gz7�ase� ��llutican c���tr��1s��q�ai�ecl by T�e C�T.A. `I'he discha�°ge of��°baz� ���r�f� t�T�e�e v��t��°boaie�by t�e���errn�t��e�is signifi�ar�t be�ause th�se discharges can�ause�r cnn�ribute to vic�lat�ons of a �ic��le water ualit�T�tar�dards. a_ � The 2010 SMR MS4 Permit has established the 85th percentile, 24- hour storm event as the "Design Storm". The applicant may refer to E�chibit A tc� ident�fy t�e applicable�esign Storm Deptl� {D85) to the ro'ect. ��� Design Capture Volume (DCV) is t�ie volume o��unoff procluced frc�rr► tl�e T�P�ign�t�x'�?-►.±�k�e,-,-,;±;gat��±h��,.�g?� �.,rn T?etent��n BMPs,Other LID BMPs and Volume Based ConventrUnal Treatment BMPs, as a ro riate. ; � �I"he design flow rate represents�I�e minimu.m flow rate capacity that flow-based conventional treatz�nent control 81iiIPs sllould treat to th�MEP,�vhen considered. Directly Connected Impervious Areas-those im�ervic�us areas that are hydra�lically cox�nect�d to t��M�4 (i.e. st��et�urbs, c�tcl� basins, storm dralz�s, etc.) and thence to the struc�ural BMP withc�ut flowin over ervious areas. � � r A decision in which a Coper�mlttee uses its juclbment in decid.in� � � whether and haw to carry�ut or approve a project. � �� �Ziverside County Floocl Control and Water Conse�vation Di�tr.ict, A Dxaina�e l�Ianagernent Area-a del�n�ated portio�n of a�roject �ite that i�l�ydraulically connected to�commo� structural BMI�or conveyance point. The Applicant may z efer to��ction 3.3 for further uiclelines on l�ow to del�neate L�MA.s. 03�_ Water Quality Management Plan(WQMP} Uptown Temecul�Auto Spa TM 3751, Lot 9, PA15-0520,LD 16-0668 � IZ�E���ta tl��� c��l��c�� t� �fil�� d��a���o]� �t�k�s to�a�� throu�h th�B1i�IPo �'h�specifie�c�r inc�rporated d�°avv�lown time� a�°e to ensu�e th�f ac�equate cQntact�r�etent�o��t ti��has occtzrred �(7T t�'2atT112T1�,W1111��IOt Cre��lTlg V�CtO�' OT Ot�i2�'11U1S�11Ce l�S1Z�S. j� �s im�ortant to abide by the drawdown tizne rec�uirements�tatecl 1r� the fact sheet fox�aclz� ecific B1VII�, � Area wh�ch 1) is suitable fo� a B1VII' (for�x�z�ple, if infiltratacan is pc�t�ntla�iy feasibi�fc�r t�e s1��based �n ii�fea�ibility crite�ia, i�1f�.lt�°�tror�z�ust b�a11����i ov��t�i.s���a) ���d 2) rec����s ru��ff froral im ervi€�u�are�s. An Environmental Sensitive Area (ESA) d�si�nate�an area "in �vl�ich}�lants or animals 1if�c�r thei�h�bata��a�°e�ither ra���r especially valu�bl� becat��e of thei�°s�eci�l na�u�e o�°role in an ecosy�tem ancl wl�ich wauld l�e�a��l� disturbed or deg�°aded by . . , a � l�u.mar�activx��es a.��c� c�e��lc�����,i-s"a ��efe�P,��eo �'a1�f�r�?�� T-�„�,l�r �Zeso��,ces `��c�e� 3Q107.5 e �va�ot�°an�piratior� (�`�) is ti���c�ss of w�t�r tQ th�atrri��ph���b� the�onlbirled �rQ�esses of evaps�ratioll (fz�an soil ar�d plant �urfac�s) ancl�ranspirafioz� (fror�plant tis�ue�). It is alsc ��� indicator of 11ow much water crops, lawn, �arden, ar�d tr�e�need fo�°healtllv owth and roductivit '�'he Floor Area Ratia (FAR) i�t��e t�tal square feet of a building divided b the total s uare fe�t of tlZe lot the buildin 1s located on. � _ �� F'low-based SMPs are convention�l treafrner�T ccantrol BMPs tha�are ��ZP[�tp�rP�i-�yhP r��c��v�fl�i,�ra+Aa Facility Pollution Prevention Plan ���� Hydrologic Candition of Concern - Exists when the alteration vf � site's 1lydrologic regirne ca�sed by development would cause slgnificant impacts on downstream channels and aquatic habitats, alone or 1Y1 con'unctron wifh im acts of other ro'ects. H�drornodification Mana�ement Plan-- Plan clefinzng l�erf�rmance Standards for l�I�Ps to mana�e increases il� runoff dischaxge �°ates and durations. ; � BMP to rnitigate the increa�es in runoff discharge rates a11d durations and meet the I'erformanc� St�ndards set forth in the I�MPo I�ydrologic Soil Groups - soil classificatio�l to inclicate tlle mi�n�mum rate of infiltrat�on obtaine�d for �are s�il after prolongecl wetting. The �-ISG� are A. (very Iovv runoff potential/high infiltration rat�), B, �, a��d D (l�igh runoff po�ential jve�y lov� 11'Lflltlr�t102�I'c`��� � � � � � . �'hp 2Q2�J SI�,��? l��a �Ar�a� A��ratafaa� th�� a��cre��L� T�vl���, velocity, frequency and discharge duration of stoxrn water runoff from developed a�eas has the potential to greatly acc�lerate downstream erosiorl, impaix streazn habitat in z�atural clrainages, and ne ativel im acf beneficial u�es. -37- Water Quality Management Plan(WQMP� Uptown Temecula Au�o Spa TM 3751, Lot 9,PA15-0520, LD 16-0668 l� �����at� �u�iscli�ti�r�al IZ�noff It/Ia�����:r���x��: T'la� (JIZMI') ha� been clevelopec� by each �ope�°mittee ar�d zdentifies the lv�al prog�am� ai�d activitie� �hak the �'o�ermitte� is i�pl�menti�g �o meet the 2010�MR M54 Permit re uiremer�ts. L,ow Iznpact I�e�elopment (LI�?) is a site design str.�teg�with a goal of �naintair�ing �� �eplicating th� pre-d.ev�lo�rne�t hydrol�gic regime t�rough the use of design techniques. LID �ite de�i�n B11/IPs r�leip ��e����c� ancz �°�sto�°e ine nazural 1-�ydrolo�,ic �ycl� c�f tne sit�, allc�wir��fo�° filtr�tion �nd ir�filtr°atzc�ra whicll ��r� ���atly .r��lu�e tl�� volume, peak flow rate, velocity, and pollutant load� of storm water runoff.. _.._ __..___�__.___...______._._ ___.�__ _._�_._���e of stor�aw�te� Bl�/II' tl�at is �aased. upon L,�w Irr�pact Develap�ent conce�ts; LIi�B�Ps not only provide�ighly effecti�e treatment of �torm�vate� �°unoff, but also yi�ld potez�tially si�r�i�ica�t r�duc�ions i� ���o��vo��rrie - he�vin� to rr�1r�-iic t�e �re- � �r�je�t �y�rc�lt��i� re�i��, a��� �lso ��q�ir� l�ss c�ri�,c�i��g �r��int�na�ic� tl��.ii Trea��-rtel�t �c�����1 �Pdil�s, 'T�i� ����li��xii rx��y refer to �ha ter 2, �� 'I'ne L.IB FI�I� ����.gn �andbook �va� d�vela�ed by the Cc�permitte�s to provide �uidance for the planning;, desi�n and maintenance of LID BMPs which may be used to mitigate the water u�li.t izn acts of PDPs within the�our� . � � � LID Bioretentlon BMPs are bioretentiom areas are vegetated (i.e., 3_ar�d�caped) �hallow depressions that provide storage, infilt�ation, and evapotranspiration; and prnv�c�� fcar p�ll�t�nt rernc�v�l (�og�; filtration, adsorption, nutrient uptake) by filtering stormwater through the vegetation and soils. In bioretention areas, pore spaces and argazlic material i�1 the soi�s help ta r�tain v�ater ��� the fortr� of soil moisture �nd to promote the adsorption of pollutants (e.g., dissolved metals and petroleum hydrocarbons) into tlle soil rnatrixe Plai�ts use soil moistu�e ar�cl promote the drying of the soil through t_r�nsplration. The 2010 SI�IIZ MS4 1'�ranit defines °`retain" as to keep �r 11o1d in a �articular place, cond.ition, o�positio�without dischar�e to surface waters. �,�p �,�����t���� BMPs that reduce stormwater pollutant discharge� by interceptin�; rainfall on vegetative canopy, and through inciclenfial i�filtration az�d/o� evapatranspiratioz�, �nd �iltration, and �the� biological and chemical proc�sses. l�s stormwater pas�es down through the plantizlg soil, poll�tants are filtered, adsorb�d, biodegraded, and s�que�tered by the soil and plants, and collected tl�rough an underdrain. BMPs usecl to facilitate capturing �tormwate� T�unoff for later use without negatively impacting d�wnstream water rights or ot1��r �3enef1cial Uses. 3� V1later Quality Management Plan(WQMP) Uptown Temecula Auto�pa TM 3751, Lo�9, PA15-0520,LD 16-0668 � r � B�I'��o��d.u�� �t�� �at�����o���y�a�tu�il�r�a�c� �r�f�lt���i��th� �°ur�off int� in-sifu �c�ils a� axnen��d �nsit� �oils. `T'ypi�al LII� Znf�ltration Bl�Ps in�lt�c�e ir�f�ltrat�c�n basln�, �r�f�ltrati�� t�ezz�cl�e� and ervious avements. �' �����w��y � �MP� to ensu�e full onsite retention �vithout rualoff of tlle L��V �uch as ir�filt�°at�c�� �basins, l�ioxetentior�, cha�b��°�, trer�che�, perrneable pavement and avers, har�rest and reu�e. � �1�� C���l�I1 Cfl1�C���� �11�`� ��'�V�11t O�° �I71�11TI11Z2 t�`l� C'c�t1SeS (O�' �r�ver°s) of ���t-�o��truct�on i pac�s, ar�c� h�l� ir��� t�� �i�n develo ment h dre�lo ic re ime. Maximum Extent Practicable - standarcl established by the 1987 arnenc�r���ts to tlle CV�TA f�r tl�� r��u�t�o� of Pc�l�utant d�schar�e� fram MS4�, Refer t� Attachrnenf � of t��2010 SM�MS4 I�erznit for a complete definition�f l�IEP. � � �_ l�/Sul��-�at��ily �- zon�n� �lassifzcatio�-i f�ar p��°c�l� ��vi�� 2 or m�r� livi.n ���ic�ent�����i�s. I�unicipal �eparate �torm �ew�� �y�t�m (IVI�4) i� � c�nve,��nce �� �ystem of cc�n�eyar��es (incl�di��g -roads �vitl� d��i�age systems, n�unicipal streets, catch basin�, curbs, gutt�rs, c�itclles, man-rnade chan�els, or storm drains}: (i} C7wned or opexatect by a State, city, town, borough, coun�y, pa�°ish, di�trict, a��ociatic�n, c�r �ther pu�lic body (created by or pursuant to State Iaw) having jurisdiction over disposal of sewage, industrial wastes, storrn water, or other wastes, i�cllac3in� ��ae�;�1 c3��±r��t� ,a�-���,� �t�±e 1�=.� ��ch �u a �Q�,�,�pr �i�tr�`t, flood control district or drainage district, or similar entity, or an Indian trib� or an authorized Indian tribal organization, or �i�slg�ated ancl��proved managemei�t agency under section 208 of the �WA that discharges to waters of the CTnited States; (ii) Designated or used for collectin�; or conveying sto�m water; (iii) Which is not a combined �ewer; (iv) �IVhich is not part of the �'ubli�ly Ov��ed Treatrn�nt Wo�°k� (P�TVO�) a� define� at 4O �FI� 122.26. Defined by the 2010 MS4 p�rmit as 'Prio�ity Development Projects' � � if the �roject, o�° a component of the project m�ets the cate�ories and thresholds described 1n Section 1.1.1. I�ation�l Pollution �ischarge Eliinination System - Federal p�°ogram for issuing, madifying, revok�ng and �eis�uing, t�rminating, monitoriz�g and er�forcing persnits, and imposing and enforcing pretreat�ent requir�z�nent�, ur�c�er Sections 30�, 31�, 4020 and 405 of the CWA. Natural IZesources �onservation�ervice Priority Development Project - I�lcludes New L�evelopment and I�edevelop�nent proje�t categorzes listed in Section F.1.d{2) of O�de� No. R9-2009-0002. _3ca_ Water Quality Mana�ement Plan (WQMP) Uptowr�Temecula Auta Spa TM 3751, Lot 9, PA15-OS20,LD 16-0668 �� �i I'c����t��t�exp�ct�d to b�pr�����t oz�th�project s�t���d fo�vv���h� �ownstrearn �ater bc�dy �s also listed as �mpaired unc�e�° t�� �VV� Sectian�03 d li�t or b a T�DL. � � a ; A �lan specifyir�g and docurnenting permanenfi LII7 T��inci�les a�d �tormv,�ate�° BMI's tc� cc�ntrol post-construction T'allutants and �to�rnvvater �unoff fca�° the l�f� of the PI�I', and tl�e plar�s �c�r operation and maintenance of t�ose BMI�s fo�the life of the p�o°ect. r � y�'at�rs�r`z��� `v��i��c�State�, The creation, addition, and or r�placement of in�perviou� �urfac� on an already developed site. Examples include the expansion of a builclir�g faotp�int, xc�ac� wicl�nl�°r�, the a�ddat�c��� ta �r r��1a��z�l�nt of a str�cttzre, and �re�tio� a� ac�dition of i�-�pervio�zs �u�°faceso I�eplac�rnent of irnperviou� surfac�s �n�lucles any activity tl�at i� r�Ut �arz o� a �c�utiz�e �1�i2�te�a�ce actrvlty w����� im�ervinus I zb��terial(s) �r� �err�c�v�c�, ��cpasin� t�����lyin� �c�il �i�riY-�� �a��tructi���. Ilec�eve�o�rr����t dc��� r�c�i �r��luc�� zrenching and �e�urfacin� associated vvith utility work; resurfacing Pxisti�� ��advvays; �-��vv �i��wa�k �c��st�u�f�ar�, �eae�t�ia�� ramp�, or bik� lane an e;cisting roads; and routine replacement of dama�ed pavement, such as pothole repair. Pro'ect that meets the criteria clescrilaed in SectiQn 1. Runoff Funds 11ave not been established by the Copern�ittees and are not a�ailable to the Applicant. If establisl�ed, a Runoff Fund will d�velop re�iana] mitig�tion projects where PDPs will be able to buy mitigation credits if it is deterznined that im lementin onsite controls is infeasibl�. ��� Di��o Re�iort�l �an �i�go IZegior�al Water �uality �or�trol Baa�c� - �T�e term r "Regional Board", as defined in VVate� �ode section 13050{b), is intended to refer to the California lZegional Water t�uality Control Board fo� the San �iego Re;ion as specified in Water Code Section 13200, St�te a�;ency r�spc�nsible fc�r ma��agang and r�g�l�ting vvate� qualit in t1�e SMIZ. Southern California �oastal W�tex Research Project ; � Site design BMPs prevent or minimize the �auses (or drivers) of post-construction impacts, and l�elp nlimic the pre-develop�nent h drolt� ic re�-ime. I'a�cels with a zoning clas�ification for a single�es�dential unita Southern California Stormw�ter Monit�r�ng Coalition The Santa Margarita IZ�gion (5I1/II�.) represents the portion of the Santa 1Vlargarita VVaEershe�t �hat i� includecl wltl�ixi the �ounty of ��gJe�°��ucm 04�_ �� Water Quali�y 1V(anagement Plan(WQMP) Upt�wn Temecula Au�o Spa TM 3751, Lot 9, PA15-052Q,LD 16-0668 �c����� ���t�o1 ��IPs Iand u�� c��° �it� �alar���ng pra�t�ce�, c��° structural or nonstructural mea�u�e� that air� to ��°ev�nt runoff pollutro� by r�ducing the potential �or c�ntaminatican at the �ource of pollution, Source �ontrol �MPs rni��mlze the �o�tact b�tw�en I'ollutants and runoff. ; �torm�rater ��edit can b� claimed by �n P�pplicant if certa�r� developrnerat p�°acti��s that prov�d� l�r c�ad-�cale ��vir��rn�ntal b�l`11E'tl�S �O Cl7%T1211LI111t1eS �l"� 1�1CCir�OT°at�C� 1�1�0 f�'i� �9�'OJ�C� C�PSI�l"t. IZefe� t� �ect��� 3.5a4 f€�r a�dit��r�a1 i�f'c��m��ti�sr� on �t��°m�raat�� C�reclits. � � Structures desi�nec� tQ �emov� p�lluta�ts frorn stc�rm�Tate� ru��ff �nd miti ate h drornc�dif�cation�m ��t�. Stc��°m i�lat�r Pollution Prevention Plan _ e r _ `�entative `Tract I�/Iaps ar? re����re� for ��1 su�davAsA�n �reatard� f��ae ��) �� �r���� ��i���s, �i�� (�} r�r rr�orc� �onclorr�iniums �� �i��inec� ir� �ectic�n 7�3 c�f th� �alifn���a �ivil Cc�de, a c�mrn�nity a�a�°trnent p�°�jcct c���ta��lin�fi�e {5� o� n�o�e �a�°c�ls, or for the conv�rszon of � c�welli��g t� a st��k ;cc��rati�e ���tai��i��g f�v� (5j G� ��ii�e dwellin units. ■ T��a�� 1S'l�YA�luii� LJc.�ii�� Lvu� = if�� ii s��liii�ll�'i ai'2��'ii;il�t �'l1 A 1 1111Z.T�dlt� tllat can be discharged into a waterbody from al1 sources (point and. non-point) and stzll maintain Water C�uality Standards. Under �WA Section 303(d), TMDLs must be de�eloped for all tivaterl�odies that do not meet Water Quality Standards after d' �iiC��iUit tJZ ZeC�iviC7_ - ,�7�SeC1 C011CrOlS. United State�Environmental Protection Agency Volume-Bas�d �MPs applies to BMPs �raher� the ��°iznary mode �f pollutant removal depends upon the volum�trlc cap�city suc�. a� detention,retention, and infiltratian s stems. y�$,��p Water Quality Management Plan The 2010 SMR MS4 Perrriit defines the wet season fr�m C�ctober 1 t�°ou ��1� ���30. -41- Water Quality Management Plan(WQMPj Uptown Temecula Auto Sp� TM 3751, Lot 9,PA15-0520,LD 16-0668 � � � . 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' :. :.�1 ... ..... .,�'°�4.'. . .. .''�Fb�. . , `, �' miles' 10 �o� e ea rt h km zo � ULTIMATE PATH OF RUNOFF TO PACIFIC OCEAN O O "ULTIMATE' BYPASS FEATURE-� U.S.PATENT#8,00,023&6,8T7,029 a � a (LOUVERS EE DETAIL C ' � �l� "IILTIMATE' BYPA55 PEATURE �\ (� � (� "' � (LOUVERS& OPENIN�S) �.� \ O.C� �� � • R �� � GRATE � .�� � � �� D�- �� � - � -� 'f�i Q,�. '� . / � ' �'� -- ,� � , . / / � "U LTI MATE" BYPASS `j , DEPTH � � G �� � � ��,, FEATURES� z �- STANDARD = 20 INCHES �, � �� � -5� z SHALLOW = 12 INCHES � � � i i / � x *CUS70M .� (� / % % �� � s � � �� � ��: • � � � % / / GASKET _ � � � � � ° �T �� � �� �,�� �' j � SIAINLESS STEEL � � �� � j SUPPORT BASKET � DETAIL B � �� � %� � � � Fossil Rock '"'�� SECTION vlEw DETAIL C � � �/ / / � / �� ABSORBENT POUCHES FLO-GARD�+FILTER °ULTIMATE" A� J� G � / �'� �• �/ i' �= r' " . ` r. ! , ' � ` -INSTALLED- BYPASS FEATURES �� � � ;� , . . �. � Q � � �� � :, Q � � � � � � L1NER x�" � „ � �,� �� `MANY 6THER STANDARD&CUSTOM SIZES 8 DEPTHS AVAILABLE UPON REQUEST. � Q � , , �,�� f � ,�' ,,'��.�� SPECIFIER CHART ���� �� y � / / /,+ // / j�A`,a SUPPORT STANDARDS�SHALLOW STANDAR�DEPTH SHALLOWDEPTH � / � j ' % � �s � BASKET DEPTH -201nches- •121nches- �j � � �; ,'�� l / ��� MODEL NQ. MODEL NO, � Q. � / �� .�f,�Q�1 j � 6olh STANDARD 8 SHALL W vemlms) O a�\ �/ ,y�' N��/ '7�V.W �i �� 5TANDARD SOLIDS FILTERED SHALLOW SOLIDS FILTERED p � �` !/�` �' \ � - `!. DEPTH INLETID GRATE OD TOTAL DEPTH i / �' ����/ � I I � Dimenson OutsiAe HYPASS CAPRATM FLOW CAPRATM FLOW �T�� . O 7� ��`v �O O � �/� Y Dimansion CRPACITY �A' � P G � % � �`;: �' i i (inch a inch) (inch x indi) (cu.ft.) (cu.R) (cu.8.I sec.) {cu.ft.} (cu.ft./sec.} 'v/(� G � O i� � � � i i CATCH BASW � �S � V i � / �'� � �FLAT GRATE STYLE) FGP-12F 12X�2 12X1d 2.8 0.3 0.4 FGP-12F8 .15 25 S A� aO �Q�\r�� � V � /, j" _ FGP-1530F 15 X 30 15 X 35 6.9 2.3 1.6 F G P-1 5 3 0 F 8 1.3 .3 �� �� � / � � j / ��� . FGP-'IBF �fiX'I6 16X19 4.7 0.8 0.7 FGP-16F8 -45 .4 Q i / O�j � / � � i � / F8 .7 � � � / � " FGP-1624F 16 X 24 16 X 26 5.0 1.5 1.2 FGP-t S24 85 •r / � � ;,�i � '`� FGP-19F 18 X 18 18 X 20 4.7 0.8 0.7 FGP-18F8 .45 .4 ��� 3�� FGP-1820F 16 X 19 18 X 21 5.9 2.1 1.4 F6P-1820F8 12 .8 ;'fr / � �� , � �ei � ; ✓` �� .""� DETAIL A /��� � � , j . . � < � EXPLODED VIEW FGP-7824F 16 X n 18 X 2Q 5.0 1.5 1.2 FGP-1824F8 .85 �� Y M A P j' / �,� �. � �.,! � � „, NOTES: PGP-1836F 18 X 36 18 X 40 6.8 2.3 1.6 FGP-1838P8 t3 .9 ������7 � / / %`, � �'t,� �-� f � ' � FGP-2024F 18 X 22 20 X 24 5,9 12 1.0 PGP-2024F8 7 .55 � � � / . . 7. FloGard +plus(freme mount)high capacity catch basin inserfs �/ / `�., � ��r.r f ° � ��y '��� are available in most sizes end styles(see specifier chaR,sheet F G P-P 1 F 2 2 X 2 2 22 X 2 4 6.'I 2.2 'I.5 F G P-2 1 F 8 12 5 .B 5 � . .. / %' �, � / ��s�,r` - 2 of 2).Refer to the FloGard�+plus(wall mount)insert for FGP-2142F 21 X 40 24 X 4o 9.'I 4.3 2.4 FGP-2142FB 2.45 1.35 a �� � J � � � , devices to fd non�tandard,or combination style catch basins. ; �/ , '�, ,�:f3' FGP-27d8F 1 B X 46 22 X 40 9.8 4.7 26 FGP-2148F8 2.7 1.5 / � � � / ^J' . � ,. . . ,% . � ,� ' � � �� . 2. Filter insed shall have both an"Initial°fiitering bypass FGP-24F 24 X 24 24 X 27 6.1 2.2 1.5 FGP-24FB 25 65 � < 1 ;' �� ' �./ � � ` . ,;� �' � . , end"ukimate"high flow bypass faature. FGP-2430F 24 X 30 26 X 3tl 7.0 2.8 1.8 FGP-2430F8 1.6 1.05 ._ - - . . � a . •' % ��� � ,r� ; .:=�' � ` � ' FCaP-2d38F 24 X 36 24 X 44 8.0 3A 2A FGP-2436F8 1.95 �.15 � �� � � � � � , / �� � �; °` 3. rt frame shall be constructed frnm stainless stael � / �� / / �% �a . y.�,: ; ,,. .. `��� � .. TYPB 304� 2.4 FGP-2448F8 2.5 1.35 . . . ... . . g d ; ; : � ..............,........ � 26 X 4 . . >/ ', ''� i /�';% / ,:' .'° " ` .:." .� ---' . .'� , �,.� FGP28F8F 28X28 32X32 6.3 2.2 1.5 FGP-28FB 125 .85 _ .. - .. . . . .: �.. � , ;. ' � �� 4 � . � � . . . . . � .. � � � ..., %' �`�, '�- o . . � Allow a minimum of 2.0 feet,oF clearance belwsen ? � � / : - � i � %� -� - FGP-2440F 24 X 36 28 X 40 8.3 42 2.3 FGP-2440F8 2.4 1.3 �: �� B! �'� �� � � � � -� � ,��� , ��... ,t��rl xc- <� < / � ,.....� ;� . � � `� 1'�'' , ��-'� �: '� ' the bottom of the grate and top af outlet pipe(s),or reier to the -i : : -- � � � >... .' • r . _:,. . � ,,:,.•� . :' �'..- -_ ,. ; .�,:-.:" - t�. 8.1 3.6 20 FGP-30FB 2.05 1.15 ; �. - . . . � - . . � . . ' , ;� � � ��:,. ;, ,. �, <; � ��. i ___. ; � �' ,. ,-'� FloGerd�insert for"shellow"installations. � � � � � ��. � / .,., � ----- / � - .� �.... � . .,. :,,,; / ;'�,' , �:- .�.•.., ��------�,- ;.-�: . ;,;'� �; `' FGP36F 36X36 36X 0 9.1 A.6 2.4 FGP-36F8 2.65 1.35 ... . .. . . . . . . . . . . . �.r�.. � ; � :;; � ; , .. �.... i ,. : , :. , ` �-:..� . � . . i : i .. -:i � .._ . . . . . . . .. �.. .,.�� , . . ' % �,�..;�,„ � j� .:�; j ,e.;. `•. �`�, � < ; ; ;.:' S. Filter medium shall be Fossil Rpck'",installed and FGP-3648F 36 X 48 40 X 48 11.5 6.8 32 PGP-3648F8 3.9 �.85 . . . . � �. % � �:�� , . � .��,; , ��. ��; ; :�.�� �''�� � �, ' ������� f � � ...., -; ; „ , , �: ,- . < i ;,. ... �,,- �`., maintained in accordance with manufacturer speci ications q8 X 48 . 9.5 3,9 FGP-48F8 5.45 225 '�'� � � � � � . - , ����,� j , �� � - FLOGA FILTER --- .. E..� ,� ,.�� RD+PLUS� � � i � I � ; � , �., � ��- . �. �. � �.��` �'. ' : �: � =.. ` � 20 X 8 �8.1 2.2 1.5 FGP-3D24F8 1.25 .B5 -�-� ' . � .. . . � . . - `. , � ` ." %' �� � '. ` ' !� ����. `... �'�i� �6. Storage capacity reflects 60%of maaimum solids collection pnor F�Pso2aF 2a X 2a i...,.. �i' ��.. . !% .��;�" .' s���;. � > ,. ; `�'�� �� , � � `�.� -INSTALLED INT(?CATCH BASIN- L5 s�i � � , j� :� ... %,% .,::,,,-, ,: �.�4?�r�. ,.... :. , ;..... , "I ;. .�,; , , - y� , ,:�.� `. , ��......., to imP�ing filtedng 6yPass. FGP-1838PG0 18 X 36 20 X 40 6.9 2.3 1.6 FGP-1A36FBG0 1.3 .9 � ���. '�a" ��� _-_ . . . - . ..� . , . _ . . , ., � ..., �� � , 33� ��•.;.. ; ;,'' : j ,.:,. ,'. ,.. _' . � � _ 3.d 2.0 PGP-2436F8G0 1.95 1.15 y�77�y� p� ::��,-�..� . .. . ,: 'i ,� ,: , : � : .. :. � : ,,., . . .` , ,� \,` FGP 243fiFG0 20 X 38 24 X 40 B.0 ��L 1 C 1 fT J_�E_�_L���N�..: : - . .. � � . N . '�� ;� � i� � i ; � �-, � � , ,. E 7. Filtered flow rlrate includes a saFety fador oFtwo. �� - � � � � �.� i � �� � / : ,� ; �. ; , , ;/� ` U.S.PA7EN7#6.00,023&6.877,029 FGP-08FG0 18 X48 20 X 54 6.3 22 1.5 FGP-08FBG0 1.25 .B5 '�(� `�� �i x ��� �' j '�,�� _ / '", � .;� ���,: ;��' �," :�� - - ���/r�� ��-i��C � ,� ; � : TYP , � , �; __ ; � TLE TLE - � � � � , �� �� �" ' �, '�' -",, �: ���, ,' � �j�� OO Y [� - �. G� i O �� :. ` ° .' '", �� �� , � . ` TI , , TI � ! � a. ' ,/��� +PLUS -� KriStar Enter(�rises Inc. j�Q,(�' +PLUS -` KriStar Enter rises Inc. _. _ � '� -_ __ _. , , J�,/�� � � �, � ; ;F - t. , % r�d , , ��oC-,�o�o , �� oo� i� �/� � .. ;'j ° ,,� � >'� �`� ����`���' KRISTAR 1- ���"`"��^� KRISTAR 1- � �� � / � �� ,�,. ,�� � ' �' � �� ' ��y �� n � . CaTCH BASIN FILTER INSERT CATCH BASIN FILTER INSERT - °����-��% � �O ���O��C��C / , + '��' � �� �' `� '�' � �--�;� � � � � P.O.Box 6419,Santa Rosa,CA 95406 P.a.Box 6419,Santa Rosa,CA 95406 << � % ��5<� ->..i ;�, :, ; �.I[,. �� � :. - � �� � ��� ��;; , `�,:; ,. '� �3 t� �� ,. ;�� ,-; � V ` � (Ftdrt16MOUnt) Ph:800,579.8819, Fax:707.524.8186,www.kristar.com (F�ameMO�nt) Ph:800.579.8819, Fax:707.524.8186,www.kristar.com � ������C� 'C��O���� ' / � ' ; � ��,1;, . ,. ...., � sa�u� � ;,; �.. ; ,� ; - �� �o o �0 4 �� o 0 o i • ''' FLAT GRATED INLET oa.asviric i�ia RF� r �<*E FLAT GRATED INLET oemuiNc r�o '" E�° °jpR ps o� os oF �� i ��; � � ,�` � ;'�����" �,; � "� � ,-;'� �� `•___;� FGP-0001 A 0001 �PR os/oi/os sHE� i oF z FGP-0001 A 0001 / / sr+e�r z z �,e� _. ��J��Q� g��� � � � �� _ ;,� ; • J / � � o��' � ` .. , _ , . C� - , , � y � ,. , ; m _ � _ � °- °� - , .. - ,,/j , ; ; , � , ;�, . lS ; L�`�1 _ �: �y = _ �� �` � / ;' / � � M : ' � .; _ , . _ ^ , _. , ,. ; ,� , - . , .. : ; ; _ =�_ - - - - - -- - � - � � D A1 .:,: , : . .. , 4 ' - - - - - - , , ; ; : , ��. �, � / , � - ,: i � , ,- �� - : - - .; , __ , , ,.- , ---- • _... r 3i ; � _ ; �, , -�-- � � ,. � � _ . ._ , . z �. � ,, �_.. . ._ , , . _ ; � v F , �- - _ � � , ��, , : . � ; .. - _ . �. � y�.I� � � ;; , �. ,. �_. . ,, , , . � � � ��� - � ,� . - r ,;' � ����Va G��� '�;'' .i�� i z�d: . ;:. ;,' ,;' . ,...;� , :�._�„S� �- / � : �� CATCH BASIN FILTER INSERT DETAILS �� �� � ; � �� ��� � �. , , / R�262.00 I, ;' < �I�1 �s � .. , ,-' O ,; �=2os.�� ; � --= i� �� �; ' , ` , • � �; . � BIORETENTION DETAIL � � , _ • DMA2 -- � � � - � � _ � NTS / / 4 I r R' � 4,� , i z r�a �Y�.,� � � � i � I � � � � , ; , ' • , - " � i ,� � �;, ;� _ . ��, ' :, ,• �: _ � , __ , __ j __ ,I _ . �� ENGINEERED S�IL MEDIA REQUIREMENTS 1 , � .. _ _ , , � � ., fi . I ;., .. � '_ I�.- : I I •. t' ! '� I �� THE ENGINEERED SOIL MEDIA SHALL BE COMPRISED OF 85 PERCENT MINERAL COMPONENT AND 15 PERCENT ORGANIC � ,�1� ,i'� �I� .. � . : � ' % , . � �'> . ', '� '� ' � ��, ; ; ` COMPONENT, BY VOLUME, DRUM MIXED PRIOR TO PLACEMENT. THE MINERAL COMPONENT SHALL BE A CLASS A �` � ' ���'..'-� � ' i '�` � ' I� ` `� SANDY LOAM TOPSOIL THAT MEETS THE RANGE SPECIFIED IN TABLE 1 BELOW. THE ORGANIC COMPONENT SHALL BE � � � ' I `-� ' ' � ' J' �`- - ,,/y NITROGEN STABILIZED COMPOST, SUCH THAT NITROGEN DOES NOT LEACH FROM THE MEDIA. : , !�. � � � , �, , , . , ��. � � o '`' _ � � , : ;a . ��_ � ` _ _;� � � - �`._ � ` ` � ���`O� � ' �-- --=_ -- ------- ; _, ` � �� � --� _-- - �� ` TABLE 1. MINERAL COMPONENT RANGE REQUIREMENTS , - - --- ------ ------------- - � _ 1 . � ✓ i - � � �z, _ ��� .i � �\ i %� � � / ��� � " , , �'v : - i� ' ; A s ; "C �g , , r � ' DMA3 '� _ � � , � �'� ; � � �` __._. _ . _ < �� - : - .. �� �x ti,, _.. � , ; � , � , , - ; E �.. �, , , , � , ��. � 8 � / : �,` ;. �'� � .�w. , � , `� '`� 15-20 SILT , , ; , ' , - , '\ MA .'`� j , ; � ,.. , _ , .. � , \ D 6 � � 5 10 CLAY , ; .� �, :� � '; "i,'t'-�'• �%.,3`�'JT-+ �h�-s :?t;s�.rr �%„� -r e-�+¢r�.,�. .�:xy...ft.y. ..�..� .� ,st, gw-..3-s.:.;`.?.'.a.-�,'r,.��^" , , a ; : . .«a�` "r��. "� .,:w� . .. :.�._': .�a .':, ..a ', . . 'r�'�. ...�.� .�.:� ..s ��- � ;; r � r ,, ., :r� ``. :, �, . _ . . ., ...:.. .�,a"...:.� . -F,i..-r. r-,.,�.a.....,-�r...:«�t;+�.� ,;�-F�+Ts".�ek `,±t '�`,.�"... �,u`�.f.-4 .�:a-..,.��r�3�:�.,,,.,ti+... �a. .;,y-t ,sa.�... � � \ / � > ! ;s i r i ' . ���� ` • , �'�.i �;. : ��r���t-!�rY. ...,�.,.�4.�..�� , ,.:x:: . .:..,..,., � � . . . .. � � . . . :.....::.. f...::.:.. 2 �:::..k.. ...J�:}.� . ....... 3:}..:.. ...:...x.� . , ; ; ; ; ��� ; ; ; _: ; �LZ �. `°`. THE TRIP TICKET, OR CERTiFICATE OF COMPLIANCE, SHALL BE MADE AVAILABLE TO THE INSPECTOR TO PROVE THE ;;' � � �_ �,�P �;_��12' ° °;' � �'1 , �, '_�` ENGINEERED NIX MEETS 1NIS SPECIFICATION. , . , � ,.x �� ' � . ; , ; , � �,, , ; ; � , , ; � � � isoo tsoo ��o ���� `s '+�Q � � � _ � , .. 15Q4 , , � _ ' ��� - �� �� � !, . % ; r � _, - �: ; � _. ; �, ,� . � . � ; .., :�r 3�a.,, . .. � " � '� � ? � � � � � � � � � � �' � 1 .� , ' . ,' �`�w.�xi ---...�. __'. ..__-- ---- ---- - ------- - ---_- ___ ._ --___. __ ..____.. -- - i � � ; i� ' ���� �-: �, . :: ����� .. _ . .__._. ...-__ _ ' ' �► , ° , ,,� ; ; .; ` . � . : L . .t:i .� I�3.���g;g�, :.:.: .....�., ,.... �• _. • � \» ' ' � : . �`Y ��� 3 $� '{. f �a �r' 3 ' Y'{x.E !`tF _ �:. � i ..n, ...: :r � . . .__....__. ._.__.__.__ Y�"6 • i i , ' . ?�t.e ' k .�:Z .5, ...s23: �"% ,,:' -' . . . ...,C :��\ ; ' ; : � ue ob$ ... :... ...¢ '� .,....._... � -� � ,' � ,�,s�.....£ . ,'. .u."i.�.� '_r:r3' �..:: �::;; ..,,?, .�i . �"'�o,�. ,� �� .... �; .zv3 i.: � . . t _ < .,� .:: , . �:x � �$ 'l2;, �' :�X'+; � � r .,., ; ; , ���, �,.:�= ;�.; ,w,,, �,r` �. r ys�3. - ,. > ,F� , �� �.�. ,,, �� - ��... _ ,..�,. r;: r" . , � �, . <. r„�� ,«�;�. , ... .. <� u �� ;��..�:,, � f r _ , .. , � € , ; , ! ; �.�:.�,<. ..� �k�•;: -.r,� __:_ -., „,.� ,�:... ,,�.� w x x, I _x � � w ._ �; }� . �x . N.;�..�� , Y .., , , \ ,. � .,, r... .. , , .'-?.•«-,.:.�. , . �.. ., , a;. ��� 'm':..._../ ......_.., .,3"` � -e l..�c �. ...... r. �f ..� .. . ... ... :. •.�� ;.�: � . '.... -.( .. � ; , . <..a.. 3 y�a ., ar v _. ...,y. .,.""." �\ :'... �� '.�.. ...... ;: . ' t , ; , . .,<..:.. ' ] .,.� .. T.'k, 0„.�.7 oz �.:....2 S# ......... . ..... F° �ti'�_: b �k.� ...,33. '�'. -� � ..�ce .. ... �.� .� . . , .1..ah.. `�/ . .:::..:........:.: ,...,e" ,.. ,.....:: ,...... ..._,e .. ............. . ...�,._:....�. ......,.-:.. ,.,..,....�,... .,.... . .::..... ....�.._..... ................ .... . .. . ....r'` ..... .. ... ., � F � � .� . - ♦ .. . .� .+��� .o ...'r. . H ... - i ; ; , , ' ,, ,�;y„ ,,,y ... A. ON SITE STORM DRAIN INLETS � ft ` ,. ; , � �� • 'i � �„� ��,, <� � �� "� ,.,:.C` t, a�g'"z ...,._ . --f ON-SITE TRENCH DRAINS ° , � � � o' � � ,� . . . .. ��... . � ' Y �' �� pMA4 DMA5 � J � � ' - o . , ''r � . , ��:� � �� � �s f s�, � , �. / , ��,. � ; ;�; , . � �� ,� G , ,. � . REFUSE AREAS i � ��, � �. � ` � � , ; �. � .: , . : ,: :. ; � ,.. .F, ; ; '. _ „ , ; ; . , , ., . � � .- � ... ._.. . 2.,,. I :..... . ,' .'t \ .,: .,' . . �_ �` �- . .�. .:. ?�, . 'i �\ .i . . . x .,r r.� ' �k '• �i.�'�. � �.�. ��':� ' "... ..t. .� .. -___-_ - '1- . .. _ c:' � ^ 5 ,� „ ................___ 'k1, �; „ . .. . �..\ �� ;-mro':1' `� �`5 qi �" .. . .: .: � :. . ,.u...a.. .. r. ..� , ... � � , � . .. . , . , �+ , , __ „ � , , ... . , , , � . , _�. ; „ ,, . � , � � ;. - . ��,.. ,, °, : , , , , � ; ; � , , _ . . � ��� ;; .. - � ; �eo. � . . , _ _ ^ ...., , � . � _ .. , . . --- .._, R _ , ; � � ��._, , , � � - � - � �� , � � .. _ u�.��� FF�_ �_.__...R _ � ...,. _� .,. �0• .� I� - - � , e, `� .. _ _ �� ---- C � � � . � � • . � � , ,._ ��, , , ; . , _ . . , . `. :2 t'�i , � _ , ' � ; � �., '�u O• F ,: � �, '', , ,- '��.� _ , � , • �.. � :"�. I :c. �. . r.. _. ; :e F ' ' . .. .c' ��.. . . _ �.� ._ . ���- Ie: , .. "v ., ., �I - -_-_ /. ':: .^,>�. - �\ __"_ °. � . .' ..� �:: ��� }\ _ _ _______- __ __ -_ ___--_ _ � o . .- ; DMA BOUNDARY E. :�,x.. : i o � - { . , , , -- -. - { - ° • " -__ N14 8 57 E ' STRUCTURAL TREATMENT CONTROL BOUNDARY NDERGROUN ) _ ---- �_ , ---�V_.�,., 4.79 �� - --- - - -- � . . (U D � �� . � --- -- '�� . �_.� �:, - -- 1 12 --- -- < , - �___-� .iv.,_�.-..- : k��,. _ , ,. __ _.....__ . .. _ 1� _' y �` � - - «_��- - � - _ .. r ---=-== -- < --'S�Y�} - ' -- ---- --- . _--- ��04 _ -----1011---- --- --- - . _ - �- .-�, . _ _. -- ' ;: ,. �.��- ,��:� IO _ . .. . _ ..:,: r..���, «�,��� .�,. --- -- ----- - - -- --- � � - _�-- , �.....,., ..,�. - . ,. .,� .r� ,.,. ,, _, .,,,. - ; , , .. �...�..�. ..,.... _ __ _ , ___-- DMA # ..., .,.,,,, . ,,. __ , ,..�.- .�- � . , .. - .... ....... .. .,� � � ,,.. ,.�,,., . _ _, XX ------- ---- - ,y------------- _ - -- ----- - ----- : ------------ ---- -- -- - --� � ---- -- --- � - -_-___ _ :.: - �7'58'�3'---- ��. �.�---- - ., t150.00' --�- `_ , RT- - - - -_-____ 'L=160.03' __----_-`�- -_��= __- --- "" -� XX STRUCTURAL TREATMENT CONTROL BMP # - � - -- -,��,:- ------ -------------- - ----- ----�--�- � � � DRAINAGE FLOW DIRECTION (SURFACE) � % -- ,. ---- - � / -------"`� DRAINAGE FLOW DIRECTION (PIPED) , __ JEFFER__S-���IV AVENUE -------------------------------------------------------- , --__------------------------------------------------------------__------ � 'h'�'N� DRAINAGE FLOW DIRECTION (ROOF) ,� �. " ' ROOF DRAIN (APPROXIMATE LOCATION - SEE ROOF DRAIN NOTE) fi•, ,. POINT OF DISCHARGE EFFECTIVE AREA CHART (PER TABLE 2-6) '��� IMPERVIOUS AREA CHART CITY �F TEMECULA ROOFDRAINNOTES: DEVELOPMENT TYPE MIXED USE, COMMERCIAL, INDUSTRIAL W/FAR > 2.0 20 0 'o GRAPHIC SCALE � ALL ROOF DRAINS SHOWN ARE IN APPROXIMATE LOCATIONS AND ARE 70 BE PIPED TO THE SOUTH AND DEVELOPMENT CATEGORY REDEVELOPMENT TOTAL SITE AREA: 43,576 SQ-FT / 1.01 ACRES � �Q� �IT tNTO THE LANDSCAPING AREAS AND BIO AREAS ALONG DMA SITE PLAN JEFFERSON. PLEASE REFER TO PLUMBING PLANS REQUIRED LID BMP � 2.5� OR 43576 SQ-FT X 2.5� = 1,090 SQ-FT TOTAL IMPERVIOUS AREA: 31,791 SQ-FT / 0.73 ACRES ' ' �UPTOIl1�T JEFFERSON s�conen i neen n AUTO SPA� ( II�i FEET ) (SEPARATE PERMIT, BY OTHERS). PROVIDED LID BMP % (2,054 SQ-FT / 43,576 SQ-FT) = 4.7 % TOTAL PERVIOUS AREA: 11,785 SQ-FT / 0.28 ACRES ; � � 1 inch = 20 !t SAX01� ENGINEERING SERVICES, INC 2g�11 JEFFERSON AVENUE, 2605 TEMPLE HEIGHTS DRIVE,SUITE A,OCEANSIDE,CA 92056 TEL:949.366.2180 FAX:600.653.4193 TEMECULA, CA 92590 f 1 � � � eu � �. � � Water Quality Management Plan(WQMP) llptown Temecula�uto Spa TM 3751, Lot 9, PA15-0520,LD 16-0668 � . ' Grading and Drainage Plarrs _q.3� ���� � ��������� ����� ��` � l��� ����� C� .p� G •• •• ��1� � i� 1� � ����������� ��1� 1��L.� �� � � ���� ����������� � �� �� � � �� � ��� � ���� � � � �' � ��� �. .� � � T�-IE F�t.+�}FERTY +�WN�RIEN+�IN�ER. 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THE 4 CONSTRUCT i8" WI[}E CURB t?PEN#NG PER [}ETA1L � {N�l SHEET 4, i8 L.F. tNAYfVE K�tYAL �IRECTt�R C}F �U�MUNITY DEVELt��MENT AT H15 jHER SC?1�E €�ISCRETI{}N MA'Y REG2UIRE THE � 31 C((�+ISTRUCT S`fAB1UZEQ Ct�VSiRUGT1{}N ENTFtAN�E PER DETAIL HERE{�! 115f�L3 BEt t_�+GlC} R4A[} � � PR RTY R T �.{7S ANGE�.E�. CAiLIFC?RN1A 9C}t34'� QPE Q E 0 DEF'Q51`� A SUM C3F M�}NEY 1fi DEEMS REA54NAB�.Y NECIES�ARY T{� 'AL,1...QW 5 1ritS7ALl. ACCESSIE3LE PARlClNG SIGPi PER L3ETAIL 5 {�I SH�ET 4. 1 EA. TC-1 PER CAS A , 1 I�.S. ��. � � � } ��a���: ���t�} �ss-��ee� �� c�r� �r� ���su�-r ,����c�� �u�a��z� �� ��aE�E�����m �u�..� �u��.s���� s��c����s-r T4 E�a��.: v�..���r��s� �►�►��.co� �r�s��cT �� s�� ��r r�c� cc��-r -rc� �E ��r�r, �� ����� T� ,a�sEss r�E s������c���� e�� -r�� s ����� ��t�te� ��s�� ��c� s�i�C�c �� ���A�� s FIN�. 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BE C(}t�C�UCTED V�TNS�i 3t} DAYS PRit}F2 TC} GRUUND C}ISTllRBANCE 1`4 A1lC}IC} [�IRECI` TA#�E �f�'�" �_.----------� � `�` ..��:ih� `< +��$ � ,PROPQSE[3 `��_��� �----.- S AF2E i 9 �C1NS`fRU�T I}RIYEWAY PER C1Tl t� 1EI+�ECt1LA €X. SID�NA�.K flF' �URRtJ1�lNG C�V1�S. !F TNE REStJLTS OF THE Sl1RVEY INDIGATE T�AT NO BURR4V�ING C}V4�. � 5.5 SI[}EWAU{ ���s��-r v� s��, THEP! TNE PFtC?JE�T MAY Mt}VE FC�RWAFtQ VV17�-! GRA��NG, u�c�r� ��a�r��r�� sm. �a�. �c�. ���a. sz� s.�. �x. cu�� ��. cu�� 48�' C'Y a�v�s��� ����c����� IF BURRt?�l�G UWLS ARE Ft�tJPi�3 TQ BE PRESENT {}R NES11P1G flt� SITE AND GUTfER �l�F��R►SQ1� A1/E1�UE ��o �urr�� � �r � c�-r � � cfrr c� � s�m. awc �o. s�. z �� Q 118 C'Y' r������ -�� P��cc�c�s�uc�o� s�R��r, �E� �� �c��.�.c��nr�c ��co������,-na�s �us�r �� �c� �s ais. s �-r ca � �:� cu� A[}HER�p Tt?. 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P�11��1'"/'el��l✓ ���n i� �; ; • 1lii�. ��,.Oa7�����6.���� ' � EMf'IRE DES1�N GR�l1P, IN� . 1 I � � ; , F�REPAf�Et? �Ya • I I , I m . 1 � � �' � R,�N�HO �IICAlV��IV�A, C�4 9�730 : ( ) � � � '�9/c'ii iw� �'H��,/,�Gy��`,�,.�/"�!L %,�`@,�'/i .a ''/�����6�/w v'�"r'/C/4'. „m G G,i 5� /y a��k.X...//G,y.., � iiiiiiivinniroiiii.ruiiroii�v.wm�iroi nmvii Hiniiuiii,uriN/�Hiro�ii�nua.rviai � '//////////////OY/////H///////////////////////1/////!//////////////////////1//////////////////////////////////////////////////////////////////////,N////.Y/////////////////////,Y//////////////////////////////�///////////////////////////////////////////////////////////////////yH//////%//////////////////////////////f///////////////////////////////////////////////////////////////////////////. �N Jo�� � T �tc��� ■ ��st� ■ ������� � � � ��o uC� � ',�� �n,i%/���, � ��' / 11650 ission ar°k ra,#10� �n�h� C��� ������'� 91734 — ,,��r:;���v�;�, f��������� � � �����(3. �9 ��-�455 � �'���� �� �"ax�909) 9�OA6435 . � ngir� � erir� � g � a � p , ir� � . %/i///l///l/9G5Y/////////////N/////l///f'i///l.%/l.eY9Y/////////////////////////////////////////ry//////////////////Y//////////////////////////1/////////////N//////6H////////////////H////.%Y///////////////////////!/////N/////////////////N//////////lFlr'////////////////////////////!/////////////////l////////////d///H//////////////!//////Yl/////////////////l////1/1//1//H/////////H////////////////H///1//////H//'/////////N///l//l//////, �arch 10,2015 �'�oj��t�ic�, 3-�15-�145 �/Ir. Jos�ua�igler � E��air°�Li�sg�n G��up�In�. 24861 Washington r�venue li��z��a���9 �� �Ot�56 �����10 ��a����Ir�1��, ��1�v�� �N�I�v�s�������1c3� P�o��s�;�Z���E�°��;s���.���sx 2�l 11 JE�'���.��f�1���1��1� '1'Eli��'�@JL,r���AI,IFC3I�1�Ir� Ia��r Mr. Sigler: A.t your �equest �nd authorization, SALEM �ngineering Group, Inc. (SALEIl�I) has prepared thas Ci�Qtechnicai Enginee�ing investigation report tor tlle propc�sed�ips�xpress car wash�o be�ocat�d at the subj ect site. The accompanying report presents our findings, conclusions, and recotnznendations re�arding th� geotechnical aspects of designing and constructing the project as presently proposed. In our opinion,the proposed pl�oject is feasible fro�n a geotechnical viewpoint provided our recommendations are incorporated into tlle desi�nn and constructic�n of the project. W�appreci�t�t11�oppol-tunity t�assist yo�with this proj e�t. Should you have questions re�arding thi� report or need additional infonnation,please contact the undersigned at(909) 980-6455. �Zespectfully Subinitted, S I,E E1�1�II1�EE I��� [JF,IN�. �,...- �,����� �r,^�,w.,3.�[ ! � r�%'���,�i�'- �°,s,�!.�'�� �'.:.�:.w,,, � Clarence Jiar1";���__� y„� �., R. �armny 5alem,M�,I�E, �E �,���z�,,,,,,��� � C�eote�h�ical D�vision Il�anag�r���zx������'�'�'�,, P �; �'����.��h`°h°�f��;����� � x I'�inci al Ez1 in�er ,1� .s�����. �,� ���`� � ,,�''s. ;i�r l �/r y R�y`d� �r IZGE 2477 �'� ���������� ���`�'�"� �`����, RCE 52762 l 1Z�E 2�49 �.��``�!���� � ``�`�,�:�ti.`��� � ��� �� �� �» � �� � � 8 ���� ,y� �� ��° �� § ��%�`���`�,`� ��"�'�s�`�, �� ��,f,� ` � � �� �'��� � f'� ; ��' ��"� �`y".��,d`�� �� �� ' r' ,, ' .� ��,� 'y"'°`"a a /y a✓�.;: �/c.a /M%�i �,.�,.��� e,£� �`��j�������yt"�d" i�� �k �y i < � n ;�� (� i 1��§� �..m�.^�.*�� �� y i��,j s,f%r ysy /,�,�::� _�, §' -'a � ' z �� r �/�;'; a�w"��„ 'y�; � / *�k wa4 ' t / ;f� . f f���. �% fY o,; ,��;� q'���!Y> ��,�,j� � i �i i f�i s s v s . � � �3� ��"4'�� f'��"� ��i�� . 4,l /����G�� ��f �, a�^` '�. f§µ���'s+�''' �`�./�' '�,�,'�� ' �` ,���y» ��, ,,� �a. // � �/�` r�r��., ��3,,,�'yF. 3fe��'�y¢m� j^s'' 3��9���,/��� �'Y,�cy..' �,�� Y'�.� �4 N L�d�l//��/�/ ��'Sw. '�JT �S'iisr4�' di"^.l� "xy+o-.ii./ 'i/��. ��,.�'�%% �i .� "%/ �„a, ,Y,'A��*` �i a.v.�.r,?i':a'�r.�'��.� �„„�.'�' ��A,;y;r• 'S'//////////H///H//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////H////////////////////////////////////H//H///////////////////////////////////////////////////////H///////////////////////H////////////////H////////////////////////////H/O/////////H/////////////////////////H/////////H///H/////////////H/////////////////H/, LZ� �a.i � � i.i � � � �l� � L A iJ i.Jl'ba'id1 � � \./ �i�� ��.AL�. � � � � � ��� �m ��. ��� �� �����q.f.osem,..o.aee,.m...am,eno.a„e.a,.o..a,Ba,..m.a.,...m.a,m..ma,ee.a,m,w,oaa,4a.W.,.>an.o.aWa..o..a, �. 20 �RC.�JE�T D�S�I�''TI�I�..o.o................a.a„Qo,.,..o....o.o....,,...:.,......o..e..e,e.a.....,....4.,e.,,..00.00,... 1 3a S�TE L,��P�TIC��T AI�1D I7E��I�'TIC�l�T oa........o.o..................o.....e.o,..,..,..,..,,.,......,..e.,.o,.o..2 4, FIELI�EXPLOI�TI�I�....,,,,e..o.,.,,,..oe.,,....m,.,.,e..a,a ,e,.emo,aoa..,o.a...a4.moo.,,,0o...4a.aa.,,.a.......aaae..,, S. I.,.��3� 'I'(�l�'�''TESTII�IC� ,....e..............e,a..,e.e..,...00,.ao....a..4......,...........e....,..........,............ 3 6a C�Ec�L(7�IC SET'TI1�T(�e..ao,o...e.o..o...............o,,..,...a............,....e..o....:..o.o..,..........ee.....o.......... 3 7. ��C)I,C��I�I—��Z�I�S...................a...a........a.ae...a.,..,..,.aae..,,,,se.o.o.,..a..a.e.o.ew.o.,.o,....o.a...,4...3 7.1 Faulting and Seisini�ity.e.o„w..o,.we4aA-0.a,aee,000,mao,m,.a.aoma.o.000000�94000o.o.�ea,.,..e.aao�nm.ov,wo,o,o4,o.ae.e,a..on,,.,.3 7,2 Surfa���'�ult R.���.ir�9..,a...aa,,...o,.a4.,...,e....a..,a..,,9.9..,,.e...,,.,.aA,o....a.,A.,,,.a9,.,.....a,.,..,..9a.n..,.e,.00.,.4 703 C�rc�und Shaking.................e............................................................................. ....................... 7.4 I,iqu�factioa�,,,,,,,,,,,,,�„�,,...eve,.,e.ee.....o.........,.,..,.,....,......,.se..,e...e.,.,..o....,.....o...,.....e.........e........4 �.� �,���ra1 ��rea���g......e..,......... ,.......e.e......eo.....,.....e...o.,....e..o,.........o...........................o...,.........5 7,6 L,and�licles..a,,,,. , r„ __,.�,a,.______,_.,e�,�:.::::_�..�s......e.o.....a...,.00a...,..,,.e...,ao.o....,...ne,..aoae...sa...a..,..05 ... e ..- --------- — . __ 7,7 Tsunarnis and��iches.,....o..................................................................e..,.,.....,......,,....,...,,.4....� �. �(�IL,AND C_�rR(� I>�d1-�`TEFZ �fJNL�ITI�1�1S ........................................e.........,,.,,...,,...., S �.1 �u�surface�onditions.....o......................................................................................................5 8.2 Groundwater..............................e.,....................e,..,.,..,..................................................,......,..6 �.3 Soil Corrosion Scr�ening........................................................................................................6 8.4 Percolatian Testing....................................................................a............................................7 9. C�NCLUSIONS AND RECO END11'�IC�I�S............................................................... 8 9.1 General....................................................e.............................................,........,.e,.,,........e..e..,.,8 9.2 Seismic Design Criteria........................................................................................................10 9.3 Soil and Excavation Characteristics......................................................................................11 9.4 Materials for Fill....................e...............,..........................e....................,..........e...................11 �.S �rading.................................................................................................................................12 �,6 Sha�loe�Foundati�ns ...................................e......,.e...,...e...,.,e......e,,.........e.....,.....................,.1� 9.7 Concrete Slabs-on-�rade..............................................e................,......,.............................,.16 �.� Lateral Earth Pr�ssures and Frictional l�esi�tance........e........................................................17 9.9 Retainin�;Walls................o..................................o.....,...,...................................................e..18 9,10 Te�np�ra��y E�cavations.......,oe.........,..e...............o..va,..,.,.......,.o...e.,.,........,...............,............19 9.11 �Tnderg7round Lltili�ies .......................................o,.........,...,..,..................,.20 ........................e.... 9.12 Surface I�rainage .......................e..,.................,.,................,..,,......,,......e.........21 ...................... 9.13 Pavei��ent IJesign ...e....o..................e...aa.se..,.....,..,,.,..........,a..a....,..21 ........e................................ 10. I�L,AIo1 �TIEW, �C)NSTIZ.UCTIOI�I6J�SE�VA.TIOI�T A.I�1D TE�TII�TC�..e..,.a..,.e,..,.,,..,a 22 10.1 Plan and�pecification Rev�ew.................e...........,.............................,.......e.......,....,........e....22 10.2 �onstruction C9b�ervation and Testin�,Sez�ic�s....,..e..o....o,....e...,.o..oa..........................o.........22 1l_. I,Il�II'TATI(�I�TS AI�TIa CHA1�1(�ED CC)NI�ITIC>l�TS ................o.........................................22 T,� I�E I� C 1�TE1�1'�'S �c�nt.) FI�LT ���S F'i�;ur� a_,'�i��nity I�a� �igur��, �it�1'1an �,iq��fa�ti�a����lysis ����rt � P�I�1L)I�A—FI�L,I�II���STIGATIC3I� �'i�r�s A-1 throu�h A-3,L,o��of��p1c�r�tory Soil�ori���s��1 ��rou�l�F�m� Percolation Test I2esults(P-1 �,nd P-2) � �'P�l�L�IX B—LA�C�1�T{�R�'TESTLI0IC� � �onsolidatic�n T�st I�esult� I�irect Slaear Tes�K�s�lts C�radation�urv�s E��►ar��ic��In�i�;����t���u�ts �orrosiv�ty`T�s���sul�� ��z�ia�nt���t I7e��i�y�rt��pti,�n���I�ni�tL,�P�rn�t�r�a��R.��„it� �.P�'��L3.IX C---EI�.IZ'I'�IW�J I3 I'A��IvIE�'I' SI'�CI�'I�I-�TIC�I'�S ;r�„-�,y�� �. � i1�50 issio� �rk re,#10� anch� �uc� on�a, CA 91730 _ , ,f ;,i���,,. �.:,;r�;�,� csii�� 09) -64 5 � � 11 � I �t � � � 1C1 � � 1'QU � , li� � , ��(9 9) 9 4-6 3S %////////////////////////////////H///1/////////////1//////H!////////O//////////////////H///////l//////N////////////////////////////////////H//////////!/////////H///////////////////l////////AY//////////.C�////////////////////////////////O///////////////f/!////////////////%///////////f///////////////////!//////////////////l/////////////Y////////H///////////////f/////////H///////////N//////////N////////////////////////////////////////lY////J///////////, �JYd� i.� � � 1 �. � � � S I � ES� � �.S 2 111 V � A9 � aT 1 o CT S:�, SC E Th�� repc�� presents the resul�s of our Cseoteclanical �ngin��ring Inv�stigat�on fc�r �h� Pr�pos�d �ips Expre�s Ca� �Nasl� to b� loc�t�d at 2�111 J�ff�rson Av�nue ir� th� i;ity �f��ir��c��a, �alifor�z�ia. (s�e Figure 1,�i�ini�y IVl��)e The p�os� of our g��techn��al �n�in�erin� in��stigatic�� �v�� �� s�bs�a�e �nd saa�rz}�le �1�� �ub�u�°fae� �C)�'°A�l�lv11`u' �A�":'ui�ae�°t�� d4 Li1� �1$�, ic13u }`��°��/1CS� e�i�iie:,�i�.Sli`rI`iS a11u �'��C�.ibuizcilCic`itlC3itS i�i���"J� i:i� a�.�i� ��ot�chnical aspe�ts of constnactin�th�pr�ject as presently proposed. 'Th�scop�of this inv�stigatio��ulcluded a field exploration,�laboratory testing,�ngin��ring analysis aild the preparation of this repai�t. C�ur i�eld exploration was p�rfonlled on February 25, 2015 and included the drilling of three(3)sxnall-diameter soil borin�s to a gnaximum depth of 50 feet at the site.Additiona�ly,two {2) percolation tests were performed at a depth of approxiznately S and 10 feet for detenninati�iz of�he percolation rat�. Th�locations �f the soil borings and percolation test results are depicted on Fi�ure 2, Site Plan.A detailed discussion of our field investigation,explorator_y boring logs are presented in Appendix A. Laboratory tests were perfonned on selected soil salnples obtained during the investigation to evaluate ��rtin�nt physical properties f�r engineerin�analyses. �pp�ndix� presents �he labo��t�ry test results in tabular and graphic fonnat. The r�cozn�nendations presented herein�re based on analysis of the data obtained during the investigation and our experience with siznilar soil and�eologic conditions. If project details vary si�nificantly from those d�s�ri�ed her�in, �ALEM sl�ould be contact�d ta deterr�irle t�1�necessity for revi��az�d possil�l�revisioll af this report. Earthwork and Pavelnent Specxficatians are presented in Appendix C. If text of th�report cc�nfli�t vvith the specifications in App�ndix C, the recominendatic�ns in the text of the rep�rt have precedence. 2o PRC)JE�'I'�ES���P'�'�Ql� W� understand that the d�velopn��nt of th� sit� will i�iclude construction of a �ar wash facilz�y va�th a 4,22� square-foot�ar wash building,vacuum awnings,a pay stat�on and a trash enclosure. The building will �ompris� a 3,040 Squar�-foot tunr��l, a 101.6 square-fc�ot Offic�, � 119.5 square-foat restroon�, and a 966.7 square-foot equipment rooin. On-site parking and landscaping are planned to b�associated with the d�v�lopment.Maxilnum wall load i�expected to be on the order of 2.S kips per linear foot. 1Vlaximuzn Proje�t No. 3-215-0145 � - 1 - �'"�� ���r, engineering group, inc. colLu�nn load is expected to b�on the order of 50 kips. Floor slab s�il bearing pressure is expected to be .. �n�����rd�r�f 150 p�f. ��n�re�e a�d asphaltic c�n�rete pa�e�nent f�r parking area,�usto�ners t�av�llan�s,�z�d truc�la��e a���c�be d�si�aed for�+a�c�ard duty and he�vy�du�y�affic loading ba�e�l on an E�uivale�lt Sin�le:�1�I,��{c�(E�A�,) of 18 kip�, a lnaxiznuln laad �f 60,000 ES�L an� � de�ign life �f 20 y�ars. Th� pavement d�sign recoznmendations provided herein are based an the S�ate of Califorlua I�epartinent (C T T�1Sj d�sign il�anu�1D � site gracl�ng plan�va��ot availabl� at the ti�ne of prepara�ic�n of this repor�. � �he �ver���hat ��ai�ges c�a�,.�r i�tr���tur�c�r��s����fth�proj��t,�h�c��clus�i€�d1�a�:d r�ccs��n����nd����r���t�Azd���s�c�i�A�l�is����s�� �ill not be considered va�ici unles� t1i� cha��ges are 1-eviewed and the c�nclusiotls of ov�� i-epart are znodified. The site confi�uration and lo�at�o�� �f prc��a�s�d iznprov�����nts �r� sl�awil on th� Sit�Pl��. A, Figure 2�and th� Sit�I'��n B,Figure 2�. 3. 5I7, L �r�'I'I 1� E�� TI I� 'I'�e �ubje�t �i�e zs 1oc�t�� at �h� in��r���tioz� of ,;�ff�rsor� �ve�u� and L)�� ��o Rc�ad in t11� ���y of ��ir���ula, e aiif��z:�ia (s�e �ic�iizty 1''�a�, �i�u��� i j. i�l�� srt� is �f one iri�ngui��r �i�a}��par�;�.A� ic�c;���� ai 28��� Jeff�rsc�n Av�nu�(s��5i�e�la�,F��vr�2).`�"h�sit�is��l�tiv�1_y���t v�ith r�o zn���r c��������������dea �'he a��rage��-t�und eleva�ion of the si�e is ap�rt�xi�nately 1,01 I f�et�bove n�ean sea l�vel� �'�s� si��was oc�upied pr�viously by De1t� I�iscount Gas and is currently vacant with par�ial asphalt ��ved are�s, concr�te paved areas, and landscap�d areas. 4. F�EI.. EXPLC� 'I'I�1� �Jur field exploration consisted of site surface r�connaissance and subsurface explo����ic�r�. The explor.atory test borings (B-1 through B-3) were drilled on Febl-uary 25, 2015 in the areas s�����a�� c�n the Site Pla�,Figure 2. The test borings were advanced with a 6�/z-inch dialnetel�1lollow steln a�,��;��r���otated by a�ruck-1no�unted 1Vlobile���1 drill rig. 'The test borings were e�tend�d to aznaxi���um d�ptl�c����0 Feet � below existing grade. The materials encountered in the test borings were visually classified in the field,and logs were recorded by a field engineer and stratification iin�s wer�approxi�nated on the basis of�bserv�tion��n�d��t th�tisn� saf dgmillimg. Visua� classification of the mat�rials encauntered in the test borings w�re gen�ially�n�de in accordance with the Unified Soil Classification System (ASTM D2487). A soil classification c11�€-t and key to sampling is presented on the Unified Soi�Classification Chart, in Appendix"1�." The lo�� �f the test borii�gs are pres�nted in Appendix"A." The Boring Lo�;s include the soil type,color,lnoisture�,�z�t�nt, dry density,and th�applicable�Jnified 5oi1 Clas�ifica�ion Syst�l�n�y�nbol. The loc�tion of the t�st����-ings � w�re d�ter�lun�d by�neasuxing fro11�features shawn on the Site Plans,paovided to us. H�nc�,accurac:��an be zmpli�d only to the degree that this anethod warrants. T'h� actu�l b�undari�s betw�en different so�l typ�s may be gradual and soil conditions inay vary. �or � mc�re detaal�d de�cription of the znaterials �ncountered, the Boring Logs in 1�ppendix "1�'° sh�uld be consulted. Prc�j�ct N�. 3-215-0145 -2 - �" ����"�, , ;�ii1��F;fk�1'� �'G4'J, i!3C. Soil samples were obtained fr�ln the test borings �t the depths shown on the logs of borings. The IVIC� s�inples�er�r�c�v�r�d and��p��d at b�th end�tc�pxe�erve�h��an�ple�at�heir n�t�r�� c�zs�u�-��c�nt�nt9 S�T s��np��s �e�e r��ov�r�d �nd p�a��d in � s����d t�a�to pr���rv� t1��ir r�at�ar�l ��c�is���X�� �c�������ata T�� borings ��r�b��kfill�d����b��kfill�d with�c�il��t�ings�pon conlpl�tic�n�f th�expl�ratic�n. So Lt� '�' 1'T' S'�'IN LabQ��tory t��ts w�r� p�rfor��d on s�l��t�c� soil s�rnpl�s tc� �valua.�e th��r�hysica.l �hara�t�ristics ar�d er�gine�ring properties. The laboratory-testin�program was formulated with�znphasis on the�valuat�on af r�at���l zr��oi�ti.zr�, d�r��it�, s���ar str���th, �c��solid�ti���pot�z�tia�, ��pan4i����Zd�x, �naxizl�u�� d�n�iLy and c�ptizn�m inoistur�determination, and grad�tion of th�inateria�s�r1cc��ant�red. In additic�n, �h�rni��l ��sts we�°�p�rfo�med to �valuat�t�� c;orrosivity�f the �e�ils tc�buried co�cret�and metal. I�etails �f�he laboratory test program and the results of labo�atory test are sulnmarized in A�pendix "B." This inforriza�ion,a�ong vvith the f�eld observations,w���sed to pr���r�the fin�1 bor�n�logs i�1�pp�ndix"A`° 6. � L �IC SE'�'T� � 'Tl�� �ite �s l�ca��d wi�hi� t�e I'�ni�sular �an�e {��oz��r�,hi� Pr�vir���, �r� ar�� ch�.r����riz�� by ac��v� i�c�rt11���� trenc�in� strik� �li� ����tts, ��a�l,��i��; �1,P S�n J��iza�o �� th� ������ws�, �i1d ��� �Iu��:ur� �� �?�d �c�utl�vvest. Locally, th� subject site�s withi�l th�upland area of the T'em�cula�Iall�y. Th�project sit�is �ituat�d b�t�veen th� �an�a R�s� �our���ins �nd tl�e ��n �a�i��c� 1Vl�unt�i�.s to th� �as�, �nd ���t� An� Mountains to the�vest and south. The near-surface deposits in the vicinity of the subject site are indicated to be coinprised of recent �1luviuin cons�sting of unconsolidated sands, silt, and clays derived from erosion of local anountain ran�es. Deposits encountered on the subject site during exploratory drilling are discussed in detail in this report. 7. �E�LOGIC�Ir�ZAI�S 7e1 �'aultin�and Seasinicity Th� Peninsular Range has histo�ically been a province of relatively hig�� seismic activity. The nearest faults to th� p�oject site are associ�t�d with the Elsinor� Fault syste�n located approxiz�ately 0.3 miles from the sit�. There �re no known active f��ult traces i� th� pro�ect vi�inity. B�s�d c�n i2la.pping �nd historical seis�nicity, the sei�inicity of the P�ninsular IZange has been generally con�ider�d high by tlie scien�ific coinmunity. Th� proje�t area. is y�ot within an Alquist-Priolo Earthquake Fault (Sp�cia� Studie�) Zone and will not require a special site investigation by an En�;ine�rin�C�eolo�ist. Soils on site are classified as Sit��lass D in ac�ordanc�with Chapter 16 of the�alifornia�uildiilg Gode,The prop�sed structur�s�re de�ennined to b�ii� Seis�nic I��si�;z���t��;oly E. To d�te��nine the distance of k.novar� activ� faults within 100 lnil�s of th� �ite, w� us�d th� Unit�d S�ates (��c�ic�gi��l ��a�r���11SC�1 w�1�-1�a�Pd applica�i��,2008 N.�t:�aa�l�'eismi�u�za;���✓�aps-��ult p�;°c�;net�,�a. Site 1a�titud� is 33.503$ ° I�1orth; �ite longitude is 117.IS47° West. Th� t�n closes� activ� faults ar� �ununarized below in Table 7,1. �a,,,,N,,,,,,,,,h,.,,�,,,,,H„u„ti.�,,,,,,,,,ti�,,,,,,�,,,,,,,,,,,H„H,,,,,,�,,,,u,,,�„N,,,,,,.�,,,u,,,,,,,,,,n�,,,,,,,u„�,w,,,,u,,,,u„N,,�„�u,�,,u,�,N,,,,,,,,,,w,,,,�r�,u,,,,H,,,,,�,.�,,,,,,,,u,,,,,,,,,u„�,,,a„Nu,y„ti,,,,,,,,,,,,,,,,,v,Nur�u,,,,,tiu,,,,,,�,,,,,,H,,,,u,�,,,,,,,u,,,,H„n,��„Hu,,,,u„�,,,,uu„u,H,,,,,�,,,,,,,,,,�„�,,,,,�,,,,�.,,,,�,�,,,�,N,,,u,,,� I'roj�ct No. 3�21�-0145 � 3 � ������� '�� �,,,;�,��,r;�,� „�u�., , i��c. �� ��7a� �� ���.����,�su � � ������� � � ��� ��� � � ������� � � ��5��� � � � i���} � i�� �, �. Elsinore; W+C�I�T�J+�1VI 0.3 7.� Elsinore;W+C�I 11.0 7.3 Elsinor���-�--CIvI 14,0 7,� �an Jacinto,l�+�C+B+SIi� 20.9 7.6 San Jaci��o; 5��+53V+A+�C-1-�+SI� 21.2 7.9 San Jacinto; S�V+SJV 23.0 7.4 l�t�wpor�Inglewood�annected altl 2�.6 7.5 New�ort Inglewood(C3ffshor�) 27.6 7,0 Rose Ca�yon 30.� 6.9 �ag� Tna,n�»ir��-Tillc '�(l.'� � ',7.1, I'he f�nslts tahulated above aizd numer�i�s other,f'ai�lts zn the r�egion are sources c�f potential�rozind motzoiz Howeve��, £;flP't�'ly:d���:.?S"tJ2Clt 1�2;4�r�t(1C(;Zfi'C112��,1'.'.�„".�C!'Zlll`44��;"C1��?�2C1Zf�t��Cl�Zjf3{":2ZU CXi"i'.ql�i`J"�Cltatl�ltl�<v.-'c�2i"CI��)Y,S Cif.�i�S.�"i'Zd�lCL703fb'i'iiLiiili 13?()�lilir' a��d could subject the site tu intense�ound shaking. 7.2 Sur°f���Fault I�upture � The s�te is nQt within a currentl}j established State of California �arthquake Faul� �Qne fo� surface fault 1-upture hazards. No active faults with the patei7tial for surface fault ruptu�-e are known to �ass directly beneath the site.Therefore,the potential for surface rupture due to faulting occurring be�leath the site during the design life of the proposed developan�nt is considei-ed low. 703 Ground Shaking W� used the US�S web-based application tIS �`eis�nic �esign 1►�a�s to estilnate the peak ground acceleration adjusted for site c�ass effects (PGA;��}. Because of the proxilnity to the subject site and the nlaxianum probable events for these faults, it appears that a maximuin probable event along the fault zones could produce a peak horizontal acceleratic�n of�pprox�mately 0.$29� (2% probability of beir�� exceeded in SQ yeais}. ;��ile listi�g PCiA is usefu�for comparison Gf po�ential effects of fault activity in a region, c�ther considerations are iinportant in seisxnic design, including frequency and duration of znotion and sc�il conditions underlying th�site. 7.4 L�quefaction �ail liqu�f�ction is a state c�f soil par�icles suspensian caused by a coinplete l�ss of st7-�ngth when the effective str�ss drops to zero. Liquefaction nonnally occurs und�r satur�ted conditions in so�ls�uch as sand in�hich the strength is purely fricti�n�1. Primary factc�rs that�rigger liquefaction are: zn�derate to stxong � �ound shaking (seismic source), relatively clean, loose granular soils (priznarily pos�rly�;raded sand� a��d � �ilty sands),and saturat�d soi�conditiolls(shallow graundwater).Due to th�incre�si�lg overb�rden pressur� �ith d�pth,liquefaction of granular soils is generally limited to the�.ipper 50 f�et�f a soil profile.Howev�r, 1iqu�faction has occurred in soils other than clean sand, P�°oject 1�10. 3-21�-0145 -4 - � � er.gineer;ng group, inc. T'he soils on the project site consisted predominately of clayey sil�,c�ayey sandy silt,sandy silt,salty sand, __ ' silty s�nd/s�nd9 and s�nd, 'Th�h�st�ricall,ha�h�st gro�ndw�t�r�s �st����a��d to b��t a depth�f l��s th�rs 1� fe�t b�lc��r �ro�and s�rf�c� b�s�d o� th� ���s�n�� ��z��d .�o�� IZ���it 1.15, I�u�i�ta. 7.S-1Vlinut� C�uadrangl�, I'lat� 1,2 L,�w to ve�y low coh��ion s�r�n�th is �sso�iat�d v�ith th� sandy soil. 1� s�is�ni� hazard, wlli�h cauld cau�e dama�e to the pro�c��ed ����1_o�lnent �1ur�r?g s��s�ni� shaking, ;� the �ost- liquefaction settleinent of th�liquefied sands. In ���ord�n�� w�th the State of �aliforni�, Seisn�� Ilazard Zc�ne 1�Iap, 1lilurri�ta �uadr�n���, dat�d L��ceinber 5, 2007, �he site i� locat�d vaithin the potential liquefactian zone. Th� �ot�ntial for soil �i���f��ti�� �u��n�; a �eisini� �v���t �ras �va1����d ��i�g 3..,iql'I` �ozn��t�r prograYn (version �.7,5 j d�v�Ic�ped by CjeoL,ca�i��nik� �f Careeceo For th� �nal��i�, a maxi��a���xt��quak� ���nit�.�d� �af 7.� MW, a pea�l�oz�izontal ground surface a�celera�ion of 0.�3�{with a 2 perc�nt prob�bality�f exce�dance in 50 y�ars) �nd a groundwater depth Qf 10 feet were considered appropriate for�the liquefaction analysis. The �iqu�fa�tion �na]ysis indi�ated that th� sit� s�ils h�d a lc�w �aot�ntial f�r 1�q�efa�ti�n under �e�sn�ic �onditians ar�d�h�total liq��faction-induc�d�ettle�n�nt was�al��l�.t�d to��0,07 inches. 7.� i��t���l 5����a rr�� 1.�+`'1�.�`.���,.t ��?�:�4�i,�i�� �.�9 �. ��.A�'�i.vi.li�iv'�i�iia. �� y�v'�ii.�� �`a�.�i�� iliveJ� iu���"ca'.�.�.j� `si.'i:lZ"i11`-�� s��:1ali�.i.e.� S�"'�.ia.i�li1� �.i.�� IS i���:�',11 associated with liquefaction.Tl�e amount of�nov�m�ilt dep�nds or�th�soil s�rer�gth,duration and�ntensity of�e��rnic�ha��g,topc��rap�y��na fre�f����;�om�try.L�ue�o�he r�la�iv�ly flat site tc�po�napll�,v����d�� the likelihood of lateral spreading�o be Iow. 7�6 I�aa�dslides � There are no known landslides at tlie site, nor is the site in the path of any known or potential landslides. !Ne do not consider the potential for a landslide to be a hazard to this project. '707 'I'sunamis and�eiehes Th� site is not located within a coastal area. Therefore,tsunamis (seism.ic sea waves) are not consider�d a significant hazard at the site. Seiches are large waves generated in enclosed bodies of water in response to �;round shaking. No major water-r�taining structures are located iminediately up gradient from th�project site. Flaodin�;from a seis�nically-induced seiche is considered unlikely. . S II. � � �Jl� A�'E � N� IrI'I 1�5 � �e� Subsu�f�ce C�ndit��ns 'Th� subsurface coi�ditions encountered app��r typical of those faund in the geologic r�gion of the site. In general, the soils within the depth of exploration �onsisted up to 1.5 feet of fill underlain by alluvial deposits o�stiff to very stiff clayey silt, firm to stiff clayey sandy silt, soft s�ndy silt, loose to m�dium d�n�� silty sand, dens� silty sand/sand, and m�diun7 dense s�nd. Thicker fi11 mat�rial may be pr�s�nt onsite b�twe�n our t�st borin�; locations. Verif�cation of the �xtent af fll should b� detezinin�d durzng �it� gradin�. Field a�d l�bc�r�tory t��t� �l�gg��t th�r th� ���Y��° nar��,� cn;�s ��P n��dPrwt��;� U�ro�g and slightly coznpr�ssible. For a more detailed description of the materials en�oumtered, the Bo�ing Logs in .�ppendix "A" should b�cc�nsult�d. �roj�ct IoTo. 3-215-0145 - 5 - �,r'�� ,��� ., � ��;�ir����.r;n� �o���;; i�:c. Chemical or p�troleum(volatile organic conlpound or�f7C)odor dvas noticed in�ur borings. The s�ope .. c�f s�rvi��� �f this report does r�ot include�nv�r�n���rat�l s�r����s, ���h�s che��i��� analyse� �f s�����d �r�unc�tiv��e�°f�r po�sible e����ro�m�ntal cc�nta�ninat�s. �he s�i1s�were clas�i�ed in th�faeld during the drillin��,nd sainpling op�rations. 'I'he �9:r�tification lines �vere approximated by the field engine�r on the basis of observations m�de at the t�zne of drilling. The ��tual b�undari�s b�twe�n diff�rent soil typ�s znay b�gradual and sail�ondi�ions r�ay vary. For a�nor� c���ail�d descriptic�il of th�mat��ial�en�ountered,the�ori�g Logs i�A.ppendix"�." shc�uld be consult�d. The Boring L,ogs include the s�il typ�, color, ��oisture conten�, dry densi�y, and the applicable Unified Ss�g���a�s�fi���i��� Syst����yi��i c��, Th�i����ic�r��of th�t��t b�rin��w�r�d�te�i�i���d by���s�rin�frc��n featur� �l�own or�the �it�I�la�as,prov�ded tc�us, I����e, a�cu�°a�v can be ii�pli�d or►ly�o th�d��r��th�t � t1�is me�hod warrants. � � � �.2 G�°oundvvater° The tes� boring locations were checked for the presence of �roundwater during and after the drilling c�p�r�tic��s. F'r���ro�gdwat�r�a���a��a�nt�r�d at�n�ppr��il�at�d�pth�f 25 f��t du�a��th��ifl�v�����atio�l. S�isi�ic H���rd Zt��� ��port 13�, IVIur,-���� 7.�W1����t� Quadr�rzgl�, ���.te 1.2g ¢l�a� �isi��i��lly hi�h�st �r������v�t��9��stiz��ta�t�b��+���p��vf?a�s t�a�n ���e�e h�l�sa���vu��s�r����.at�L�vuAu b�r��v��i�e� that water tab�e elevati�ns rnay fluctuat��it11 tiine,bein�dep�ndent u�on seast�nal pr�cipit�,tion,irrigation, la�d us�, 1�calized pu�npin�, ��ad c�imatic �anslitions �s �v�ll as ot��r factors. Th�ref�r�, �va��r l�v�l observations at the time of the field investigation may vary from those encountered during the construction phase�f the project. The evaluation of such fa�tors is beyond t�e scope of this report. �03 Soil��rrosion�creenAng Excessive sulfate in either the soil or�iative water lnay result in an adver�e reaction between the cement in concrete and the soiL The 2011 Edition of ACI 318 (ACI 318) has established criteria for evaluatiion of sulfate and chlaride levels and ho�a they relate to cement reactivity with soil and/or water. A soil sample was obtained frozn the proje��siE�and w�s t�st�d�or th��valuatior�of the potential for concre�P de�erioration or steel corrosion due to attac�by svil-b�rne soluble salts and�oluble chloride. 'I'he water-solubl� sulfate c�ncentration in the saturation exnact f�oin tlle soil sainple was detected to be 750 mg/kg. ACI 31�Tables 4.2.1 and 4.3.1 outline�xposure categories,clas�es,and concrete requarements by expasure class.A�I 31� requir�m�nts for site concrete based upon soluble sulfate are sununarized in Tab1e$.3 below, TA I.E�.3 � r�'I'� S L�J� LE�IJI���'I'�E��'� �I.J � ITI �l�I'�'S ��t��°-��1�1b�� ���i��� ��n��n�i�i��� �� c�s��e �x c�s+��°� � ` � ���cret� � �����(� a�i �t�r���s S�v�ri� ��a�� ��/� ���i�a �c� �re�si�� ���I,�'�� �� '�ag�� '�'�� � `����� � 0.0750 N�t SO I�i/� 2,500 psi No Restriction Applicable Proj��t I�io. 3-21�-0145 -6 - �''� . �d"e"s�%/.. .c,r;.;a.I f'1 v 4:(�i I}r� ��!IJ 4.1 y, (i i C.. Tli�water-solubl�chlorid�concentratic�n dete�ted in saturation�xtract froin the soil sa�nples was��mg/kg. _ 'I�hi� l�v�l �f �hl�ride �����n�r�tican �s ��r�sid���d ne�l��ible. It is r���� � ended �hat, a� ,� r�irai�num, �p�li��bl� man�f������'� a���r�e�d�t�ons f�ar ���ro�ion �r�t��tion of b�°i�d ��n�t�l p�p� U� ��c�s�l� folla�v�d. �e4 �ez~�ol�tr�n Tes�ing 'T�vo per�olation t�sts (F-1 and �-2) e�e�°�perfa �d v,�ithira a�s���d infiltration���a� and w�r��ond�c��d �n a��ordance �vith in ac�ordance wi�h the �uidelines �stablished by th� �ounty of �2iv�rside, The �p�rs��iznatP?vc����n�Uf bh���r�c���tac��a t����ab�s��������e�tt�����d Sit�I�Ia�A,Fz �� i. �i�-i�1��� t��arr��ter t�c�r�i���e��v���advanced t�t��depths�ho�rvn o��h�p�rcc�lation tes�wor�sh��t�. The holes �vere pre-saturated a minimuin of 18 hours and inaximum of 24 l�ours before percoiation testin� c;o�n�ne���ed. I��r�olatior� �pates w�re measur�d by �'illin� th� t�s�hol�s vvith ��ea.n water �nd yneasu�-in� �1��wat�r dr�ps at a��rt��n tizn�inter��a�. �"h�per�olation rat�data ar�pres�n�ed in tab�alar for��at �t th� end of this Repart.T'he differeizce in th�p�rcalatron rates are refl�cted by the va�°ied typ�of soil znat�rzals �+���b�tt�zr��f�h�t��4�c����. T�i�t�st r�su�t� a�� �hs���1 c��t�a�tabl�b�lc��v. � � � ��� �� ���� � �`�st��� ��� ��°cca���a�� �.�t� ��f��tr�ti����t�� �'c�i��°�p� ��'���� � ���i�� � �z�� � �°� �?-1 � 41.7 �.?7 ��?Vy Sa���,�d!�'1aY�c�✓�) P-2 S 83.3 0.49 Clayey SILT (ML) � ��Tested inf"�Itration Rate=(dH 60 r)/(4#(r-�-2Ha,,�)) The sQil infiltr�t�o_n_ �r ��r�ol�tiQ� ratP� are liac��l �n tPsts d���u�ted �x>;th ctR�r ,uater. Tr� infiltration/percolation rates may vary with tilne as a result of soil clogging fiom water impurities. The infiltration/percolation rates will deteriorate over tilne due to tlae soil conditions and an appro�riate factor of sarety(FS)should be applied. The owner or civil en�;ineer may elect to use a lower FS for the design; however, more frequent maintenance wi11 be expected. The soils may also becozne less perineable to impermeable if the soil is compacted. Thu�, periodic maintenance con�isting of clearing the bottom of the drainag� syst�m of clogged soils should be��pect�d. The infiltration/percolation rate inay become slow�r if the surrounding soil is wet or saturated due to prolong�d rainfalls. Additional percolat�on tests may be conducted at bottoxn of th� drainage system during construction to verify the in�"iltration/percolation rate. �roundwater, if clos�r t�the bottom of the draina�e system, will also reduce the infiltratian/percolation rate. The sco�e of ou� sezvices did not includ� a grouridvvater study and was �iinited to �he perforinance of percolation t�sting and soil prc�fil�description, and the submitt�d data only. �ur se�vices did not include �hose assc�ciated with septic systezn design. 1`leither did se�-vic�s include an�nvironznental Site Assesszn�nt for th�pr�sence�r absen�e of hazardous and/or toxic znaterials in the soil, grc�undwater,or at�nospllez�e; or the pr�senc��f v�etlands. Any stateinents, or absence af statements, in this report or on any boring logs regarding odors, unusual or sus�icious items,or conditions observed,are s�rictly for descriptive purposes and are not intended to convey �'roj�ct N�, 3-2�5-0145 - 7 - ,;���,"' ��,,,,�� � ��;t1r,��s�rEn� .,,'���:�, i�;c, engin�ering judg�nent regardin�potential hazardous and/or toxic assessment. Th��eot�chnical engin��rir�� i�fc�n��tica� �,r�s�nt�d h�r�in is b�s�d up�n prof�s�i�a��l ��t�rp��tati�n ut�liz�n�; st��d�rcl �n�1n��rin� �ra�ti��s. ��'h� �v�rk c�nduct�d thr�u� th� �o�s� �f�hi� ��v�sti�at�c��, �i�cl�adig���h� prepar�t��n of thi� report,has be�n p�rf��n�d in�c�ordance with the generally a���pt�d s�azld�rds of��otechni�al�n�in��ring pra��ice,vvhich existed in the geographic area at the tiine th��-eport�as vvipitten. lelo��her dvai�rr�nty,ex,raress or impli�d,is rnade. I'l�a�� b� adviscd t�at w�e� p�rforinin���rcalatic�n testi�lg �ervic�s in re4ativ�ly s�al� diarn�t�r bori���, that the ���ting may not�fu11y rnodel the actual full scale long te�n p�rf�nnance of a given si�e. This is �ag-�iU��a�°ly t�u�w�°s�r�p�rc�l�tic�n t�s�d�ta is to b��s�d i�i tl�e �esi�z�of��rg� �nfi�tr��ii����ys���� ����� �s �na�b��rc���os�d for th�sit�. Th�m��sur�d percolat�on ra��in�lud�s dis��rs�on c�f th��at�r at th��id�w���� c�f the boring as v�ell as intc�th� underlyxng soils. Subsurface conditions, �ncludin�percolation rates, can change over tilr�e as fine-grained soils migrat�. It is not warranted that such information and interpretation cannot b� supersed�d by futu�e ��ot��l�ni�al �n�ine�rin�d�v�lopm�i�ts, �Je�znphasiz�that this r�po�t�s valid f��tl�e proj�ct outlin�d abov�and should not be used fc�r any oth�r�itesa 9. � 1����1�I 1�S � �N A.'�'I �� 9�� ������ �.1.1 �as�c� upc�n th� da.t� ��ll��t�d d�ari�g t�is inv��tigatiQn, �,�d fro�� � ���t��hilic�l �n��ne�?-�ng standpoint,it is our opinion that the site�s suitable for th�proposed construction of irnprovements at the site as planned, provid�d the recommendations contain�c� in this report are inco�porated into the project design and construction, Conclusions and recoz�nendations provided in this report are based on our review of available literature, analysis c�f data obtained frozn our field explc�ration and laboratory testin�program, and our understanding of the proposed developinent at this tizne. 9.1.2 The primary�;eotechnical constraints identified in our investigation is the presence of fi11 material at the site,moderately com�ressibl�matexials �nd lnode��t�ly lhi�h ��p��siv� scail �ear s�rf�.�� sails at the site.R�coznrnendations to zn�tigate the effects of the�e soils are provi�ed i�this repor�. 9.1.3 Up to 1.5 fe�t of fill znat�rials w�re �ncounter�d in our test borings. Thicker fill inaterials are anticipated to be pres�nt onsite between our boring locations since the site was previously ���upied by a �as static�n with uz�der�rc�und storag� tar�s. �Jnd�cun�ent�d and unc�zl�pacted fill mat�rials are not suitaUle to support any future structures and should b� replaced with Engineered Fill. The extent and consistency of the fills should be verified dur�ng site construction. Prior to fill placement,Salein Eng�neering Group,Inc, should inspect the bottom of the excavation to verify th�fiil candition. 9.1.4 The�it�is�urrently vacant with partial aspllalt�aved ar�as,concrete paved areas,and landscaped areas. �ite demolition activities s�all include removal of ali surfac�obstr��tions not intended to 1�� in�orporated into final s�te designa In addition, und�rgro�.�d vuried struct�res and/or utility l�nes encountered during demolition and construction should be properly removed and the resulting excavations back�'iii�d with �ngineer�d Fiii. it i� suspect�d that possible dernaiitian activities of th� existing structures inay dlstu.rb the upper so�ls. After deYnolitioil activities, it is recomin�nded t11at disturbed soils be r��noved and/or r�coinpacted. �roje��I�to. 3-215-0145 _ � _ '' ��'�r; �,>;��r,wwr:r,:� ,,�o�:;. inc 9.1.5 Th�majorit�of the upper soils within the project site are identified priznari�y as clayey silt. The . �lay�y soils ��zbit a �s�derately�ig� s�ell p��enti�l a�d ar� subj��t tc� vol�ln���°a� �h�.n��s if anoistur� co�t�n�s vary. I'h� �lay�y sa�l, in zt� pr���nt �c��di�ic�t�q ��s��s� rr�c�d���t� ��a�ard� tc� �onstruction in t�rms �f pc�ssibl� post��onst�a�ti�n anoveinent �f �h� f�undations �nd floor sys��ms if r�o ��tigat'c�n rr�easures ar� �mployed. The estin�ated swe1� pressu�re� of°the clayey inaterial lnay cause mov�m�nt aff�cting slabs and brittl� ext�rior finishes. Accc�rdin�ly, measures a�� consid�r�d n�cessary to reduc� anticipated soil lnoven7�nt. T'o mini�nize the �7at�llt�al soil 1�Zoverr��r�t due to expansiv� soi� �ondltions, it is recc�mmended th�t th� upp�r 24 in�hes of��il b�neath th�r�quir�d granular aggregat�subbase wi�hin slab c�n�rad�and ex��ri�s� flatwork areas be renlov�d ancl replaced with I�1on-�xpansive Engin�ered Fill in�etin� the r�quir��n�nt�csf se�t�or�9.4. C)ther t11a�z c�m�lete soi�re�4�cvrr�cr�c,lni�i�ati�n i�����car�s will�at eliminate post-construction soil moveln�nt, bu�wi11 reduce the soil movement. Succ�ss c�f th� miti�ation n��a��r�s�ill d�pend on th�thorcau�hn�ss c�f th�contract�r�nd de��eloper in dealan� vaith t��� sc�il cond�tions. In any�v�nt, t��e d�v�l�p�r�hc���d b���vv�.re t���t �c�x�� sc����n�v��nen� is to b�expec�ed. �,�.� rT"he cit�w��nrc�t�pi��hJ�� �ac; ctatl�2?, (�'h�?11I��1 nr�r}�tr;,lpu.�� {�✓u��4.�p 4�A��111d ''Q���,^��� �� iji)�} odor was noti�ed in our bc�rin�s. �h� sco�e of s�rvi��s of t1��s r�poz� dc�es nc��in�lude �nvir�n�nent�l s�rt�ic�s, suc�i as cl�err�i��l �a�aaiys�s c�f �c�i1 �nd gr��zld�vat�z for ��s�ible ���ai��r����n�a��a��ami�a��s. 9.1.7 �3ased on the subsurface conditions at the sit�and the anticipated structural loadin�,we anticipate that the proposed buildings inay be support�d usin��onv�ntional sh�llow found�tions provided that the recominenda.tions presented herein are incorparated in t�e d�s�gn and construction of the proj ect. 9.1.8 Fi-ovided the site is graded in a�cc�rd�n��with the_r������nPnrl�tiQns�f this r�pQ�and fou���t��ns constructed as described herein, we estilnate that total settlement due �o static 1Qads utilizing conventional shallow foundations for the propos�d buildin�s will b� within l inch �nd cor���sponding dif�erential se�tlement wil�be less than%2 inch.� 9.1.9 A11 refelences to relative compactian and optimuzn lnoisture �ontent in this report are based on A�TM D 1557 (latest�ditian), � 9.1 e 10 �ALElVI �hall review the project grading and foundatic�n plans p�ior�o final design subrriittal to assess whether our recolnmendations have been prop�rly impl�men�ed and�valuate if additi�nal analysis and/or recominendations are required. If SALEM is not provided plans and specifications for review,we cannot asslune any responsibility for the futur�performance of the proj e�t. 9.1.11 SAI,ElVI sha11 be preser�t at th� site during site demolition and preparation to observe site clearing/demolition,pr�paration af exposed surfaces aft�r cle�.rin�,a�1d placezn�nt,treattn�nt and coinpaction of fill inat�rial. Proj�ct I�o. 3�21�-0�45 - 9 - �' � � engineering grovp, inc. 9.2 Seis �� �sign�r�t�ria 9.2s� Fca� s�i�zna� ��si�;a�c�f t17� st�°Lact��°�sq and in ��c�rda�c�with th� ;��r�inic �a��wis�ans�ftl�e 2013 �8�, our reco��alnended para�n�t�rs are shown b�low. Th�se parain�t�rs ar� ba�ed t�� Probabilistic(irc�und I�o���n of 2%Probabili9.y of Exc�edance in SQ years. The Sit� �l�ss was detennined based on the re�ults of our fie�d explorat�oll. '�'A �.,E w2.1 20�3 C � SEIS I� ESIGl� E'I'E 5 � ��i� i�I�� �� �l ���� � 2 t ����'�c��° � ��� � ����� �� Site Coordinates (L)�tuin=NAI� $3) 33e5�38 Lat -1�7.1547 L,c�n Site�lass -- 17 .ASCE 7 Tab1�20,3 Soil Profile I��me -- Stiff 5oi1 ASCE 7 Table 20.3 �isk�a�e���y __ II ���Tabl� 1�04.5 � � � � � � ��t��'c���li�rt�ni �or r C��i F"��� 1.U1'1�d� ����;"I I�abl� 1�.��-1 Peak�arou�d A.ccei�ration A_S��7 Equat�o� � (adju�t�d for�ite Class �ff�cts) �GA.M 0.�29 g 1 l.�-1 Seisznic Desi�;n Category SDC E ASCE 7 7Cable 11.6-1 &2 Mapped Spectral Acceleration CBC Figure (Short period-0.2 sec) �s 1.990 g 1613.3.1(1-6) IVlapped Spectral Acceleration CBC Figure � (1,0 sec.period) S� 0.820 g 1613.3.1(1-6) 5ite Class Modified Site Coefficient F1 1.000 �B�Tavle 1613.3.3(1) � Site Class�Vlodifi�d Site�oefficient F,, 1.500 C�C Tabl� I613.3.3(�) M�E �pectral Response Acceleratian �MS � g90 g CBC�quation 16-37 (Shor-t period-fl.2 sec) �Ms=Fa Ss M�E �p�ctral Response Acc�leration (1.0 sec.period) SMI —F'„S1 �MI 1.229 g CBC Equation 16-38 I)�sign�pectral Response Acceleration 2 S�,s 1.327 g � �BC Equati�n 16-39 SDs=/3SMs (short period-0.2 sec) L�e�ign Spectral Response Acceleration 5��=�/3SM, (1.0 sec.period) ��l 0.�20 ,� C�� �quatic�n 1b-40 9.2.2 Confonnance to th�crit�ria in th�above tabl�for seismi�design do�s r�ot constitut�any kind of guarantee or assuran�� that significant s�z-uctiural cla�nage or ground failure will not occur if a large earthq��ke occurse T'he prima�y goal of�eisznic desi�n is to protect life, not to avoid all daznage,since such desi�tz may be econoznically prohivitive. I�rQject I�1o. 3-215-014� - 10 � ���''� � ,%f'E , s�r:za���'"c'�fii}y ;0?,I,ri, li?C. 903 Soil�nd Ex��vati�n C az�acteristics . , 9e3o1 ��s�d �n th� soil ��andit�oras �n�c��nt���d zn c�u�- ��i�borin�s, th� c��z��t� �ogl� e�n b� ex�avat�d with�noderate�ffoz°t u�ing�onv�r�tional��cavation equipin�nt. 9.3.2 It is�h� r�sponsibility of tl�e contrac�or to �nsure th�t all excavations and trenche� are prop�rly �hor�d anc� lnaintained in accordar��� �vith app�icabl� C)ccupa�ior��l Safety �nd I-��alth l�dz�inistr�tion ((JSHA) �u1�s �nd r�gulati�ns to m�ir�t�ii1 s�f��y a��d in�int�in t�� stal�ility csf adjacent exi�ting improvements. 9.3a3 Th� upp�r ��ils within �he proje�t sit� ar� identifi�d pran��rily as stiff to v�ry s�iff�l�y�y si1�9 f��� �� stiff clay�}� sandy si1t, s�ft sandy silt, I�o�e to �nediurra d�ns� si1�y saz�d, dense silty sand/sand, alzd �nedium dense sand. The clay�y soils are �noisture-sensitive and h�ghly �xpansiv�. 9.3.4 The near surface so�l� ident�fied as part of c�ur�nvestigation are, generally,�nois�ta vezy yno�st d�� t� t�� �b�c�r�atic�a� �h�ra�t�risti�s �f�?�� st�il. �a�-tl�va�s�rk �p�rati�sras may ���o�nt�r ��ry ir�o��t u�z�i:abl� s�ils �vh�ch rriay requjze �°�rric�v�l t� � �t�bl� bc�tto�?, ��p���c� �a�iv� soi1� �xp�secl �� p��t �_f si�� g,��c���� �p�ra�i�?�s �h�l� r�c�t�� �l�ozajP� t� d:�,� �ut a�� s����?d�� ���t continuou�ly moist prior to placelnent of subs�q��nt fill. 9@ at�rials f�r F'�1 9.4.1 The upper organic-free, on-site, native soils are predominately clayey silt and silty sand with clay. The test results indicate that the clayey soils have an expansion potential of lnoderately high(EI=86). 9.4.� ii is recominenciea that tne upper 24 inches of soil within the building slab and exterior t�atwork �reas be replaced with"non-expansive"fill of silty sand or sandy silt with an Expan�ion Index �qua,l to ar less than 20. The replacement soils should �xtend 5 f�et beyond the peri�neter of the building. 9.4.3 The exposed native soils in the excavation should not be allowed to dry out and should be kept coiltinuously rnoist prior to backfi��ing. 9.4.4 The soils with an EI great�r than 20 {EI>2O)may be p�a�ed below a depth of 24 inches within the buildin�pad and exterior flatdvork ar�as or in the parl{ing and non-�tructural ar�as. 9.4.5 Lmport soil intended for use as Non-Expansive Engineered Fill soil�shall be w�ll-graded,slightly coh�sive silty fine sand or sandy silt,with relatively impeivious charact��isti�s when ct�inpact�d. 9.4.6 A�lean sand or v�ry sandy soil is not acceptable for tl�is purpose. A sandy soil will�llow the su�fac�water t�drain into the expansive�lay�y s�i1s be�o�v,tivhich�nay�esult in unacceptabl� sw�Ilin�, This 1nat�rial sh�uld b� approv�d by th� Engin�er pri�r t� use and should typi�a�ly p�s�ess the soil characteristi�s suznrnarizec�bel�vd in Tab1e 9.4.6. Project l�o. 3-215-014� - 11 - �'�' ���.� % =r:�lr,vwr:r,� :sro�.�;�. ��c. 'T I�E 944�6 1� 1�?-E SI�E I 'T F'II,�, �TI I�'�"� ��i % � ������t����i���c�, ��4��i��� 20 a:�i: � ��r��nt��s�i��'��. �(l�`�i��� 50 �a�i � P�.�ti�1�Si�� �9, ��i � F'1�.s�z�it��d�� 12 �vl��i � (:��'��p��sic��:I�d�� 20 9.4.7 �'he preferred materials specif�ed for Engineered Fill ar��uitable for��ost a�aplications wit��he e�c��tic,rr r�f��p+���re tc� �rc�sion, �rcaj�ct �i�� dvi��earization and prc����t�on of�xp�s�d so�l� dur�r�g �h� constru�tic�n phas� slz�uld b� �h� scs�� r��ponsib�li�y �f�h� �c�n��°a�tor, sinc� ti1��y h�.ve caznpl�t�contxol of th�praject site. �.�.� �11ViT01131'��Tlt�l C�1��'�GL��1�t1CS �X�� �C�1�'�3�1U11 �(3���ti�� C��li�p�J�'t ��1� 111�t��"lal� SY�(31�$C� ��SO �� COi1SiCI�T�C�.. 9.�.� Pr����ed irri��rt z�nutv����s �h��lt� b� sa����led, L��t�d, ar�� ��pr�Je� by 5�,��I p�ic�� �o �ts � transportation tsa the site. 9.5 Ga°adin� 9.5.1 A representative of our firm shall be present duxing all site clearing and grading operatlons to test and observe ea�-�hwork construction. This testing and observation is an integral part of our service as acveptanc� �f ea�����crk car���r�uction i� depencle�lt upcn ��anpacL�vr�� af t�u mat�rial a�d the stability of the lnaterial. The Geotechnical En�ineer znay reject any material that does not me�t compaction and stability rec�uirements. Further recom�nendations of this re�ort are �redicated upon the assumption that earthwork construction will confor�n to�°ecoxn7nendations set forth in this section as we11 as other partion�of this report. 9.5.2 A. prec�nstruction �onferenc� shoul�l be h�ld at th� site prior t� the b��;iru�ing of grading s�pe�a�i�ns v�i���.the awner,con�ractor,civi�eilgineer and�coteehzlical�ngiz�e�-r in at�enda�ce. 9.5 e3 The site is currently vacant with pa�tial asphalt paved areas,concrete paved areas,and l�ndscaped areas. �ite demolition activities shall include removal of a11 surface obstructions not intend�d to be incorporat�d into final site d�sign. In addition, underground buried structures and/or utility lines encoun�ered during demolition and construction should be properly removed and the r�sultin� ex�avations baekfill�d with �ngineered Fill. �fter demolition activities, it is recom�nended that disturl�ed soils be relnoved and/or recompacted. 9eSe4 Site p��eparation should begin with r�zrzoval of existin� surfa��/subsurface stru�tl.�res, und�rground utiliti�s {as r�quired), any existing unc�rtified fill, a�d d�bris. Ex�avations c�r depressions resultin�from site clearing operations,or other existing�xcavations or depressions, should be restored with En�ineered Fill in ac�ordanc�with the reco�zunend�tians of this repoz�t. Project T�o. 3-215-0145 - 12 - ;�'�"' �� V �n;�iri��r1n;� `�.::� l�;c. 9.5,5 Surfac� vegetation consisting of grasses and other similar vegeta�ion should be rer�oved by stripping tc�a�uffa����t d�pth to r��no�e c�rg�n����-�ch tc�ps���.The upper 2�-t�4-in�h��c�f��e sc�il� cont�inin�, ve��t�tic�n, rc�at� an� �th�r olaj����c�r��b�� or��r�i� zna���r�r��o�i�t�red�t�1�� �yrr�� of �r�ding should be �tripped and r��c�v�d frs�nl th�surf�c�, I�eeper stripp�ng may be r�qui��d i� lo�aliz�d area�. Iri addition, Pxisting �onc?��t� sh�?1 �� rP'nove� �om a�°e�s �f paop���� iznplovements and stockp�led separat�ly from excavat�d soil materi�l. Th� stripped vege�ation and conc�e�e 1na��rials wi�l��ot be suitable for us�as Engin�ered Fill or wi�hiil5 feet of building p�d�. �-Iow�v��, stl-ipp�d top�c�i1 1��y be stockpil�d �r�d a��used in lands�ap� c�r non�st�-uctural �r�as or�xpa�ted frc��the site. 9e�,6 S �tur�1 buildin� pad areas sh�v��� b� �c���ic��r�d �� �r�as �xt��?�a?�� � m��?i��au,�? �f 5 ���� horizantally beyond t�e outside di�nens�ons c�f buildings,including footings and non-cant�levered overhan�s carrying structural loads. 9.�.7 `�"� rnin�miz� p�s�-cons�ru�tic�n �oil mov�m�ni and p�ovide u�ifc�rn� s�ppor� for the propo�ed str�actures, it is recc�mmended that the overex�avation �i�d recoznpaction vaithin th� p�°oposed buiddin�areas'��p�rfo�ned ta a�niz�ilnuin depth Uf thr�� (31 f��t b�low cxistin��rad� c�r _. �► ��)f�e�below b�t�c��n�f lhe pr�pc�s�d fc�,tzng�,�v�icllev�r i�d���ero �,���its Uf camp�cti��7�hall ����z�u����ir�i�l:n�i�-�af� i��t b�yc�r�c�buiidin�; �ooiprin�. �).5.� �'o ��r�az�i�ize t�� p�t�ntial soil nzov��nent, it �� re�oinrnended tl1�t th� u�ap�r 24 inch�s of�oil belleath the required granular�ggregate subbase within slab on grade and exterior flatw�rk are�s b� removed and replaced with Non-Expansive Engineerec� Fill ineeting the requireinents of section 9.4. As an �lternative to the us� of non-�x��nsive soils, th� upp�r 24 inches of soil � � suppor�ing the slab a.reas inay consist ofliine-treated clayey soils. The lime-treated soiis shouid be re-compac�ed to a minimuin of 90 percent of znaxilnum density. Preliininary application rate of lime should be S percent by dry w�ight: 'The li�nP m�.tPri�l Gh�u�d�P ralci,,,�, �x7�P, commonly known as quick lime. The clayey soils should be at or above optirnuln inoisture during the znixing operatians. 9.5.9 A11 undocuzner�ted fill inaterials should be removed and r�placed �vith Engineered �ill or reaompacted. 9,5.10 All Engineered Fi�l and Non-Expansav�En�ine�red Fill(in�l�ding s�ar�fa�d�ro�nd surfac�s�nd backfill)should b�plac�d in thin lifts to a11o�v for ad�quate�bonding�nd co�npact�on{typi.cally 6 to 8 inches in loose thickness). 9.�.11 Cohesive soils should be placed in thin lifts, moisture conditioned to 2 to 4 percent above optimum moisture content,�nd coinpac�ed to at l�ast 90%relativ�compaction. 9.5.12 I�on-Expansive Eng�ne�red Fill and non-cohesive soils should be plac�d, �naistur� conditioned �o r�ear optirn�ln lnoistu�°�content,and compa�ted to at I�ast 95%relative compaction. �.5.13 An integral part of sa�isfactory fill placem�nt is the stability of the placed lift of soil, If placed il:����riais �xkzi'�i� �x�es�iv� insiabili"� as deiennin�d by a �Ai:,�,i�I fieid representative, th� liit wi11 be eon�idered unaccep�able and shall be remedied prior to placem�ilt of additional fill Proje�t I�o. 3-215-�145 - 13 - ,�'��. ;�;�� �,:,ir,eer;n� �'U�;;�: i�:c. m�t�ri�l.Additional lifts should not be placed if the previou�lift did not meet the required dry d�ns�ty c�r if s�i���nditi�ns �re nc�t stab��. 9.5.14 �ithin pav�ment areas,it is recoln�nn�nded that th�upp�r 12 in�h�s of subgrade soil U�1�noistur�- �ondi�ioned�0 2 �0 4 perc�nt abov� optimum rnoistur� �ontent anc� coznp�cted ts� at lea�t 90% (95%fo�non-cohesive gran�lar soil)relative coznpactian. 9a�e l� Fina� p�v�lne�t sub�rad� shou�d b� fiilished tc� a sxn�ath, unyi�ldin� surf�ce, W� fizr�her re�ominend proof-rc�llin�the subgrad�with a loaded water tru�k(ar similar equipment with high ����a�t p������)tc����ify t�be�cu��lity�f�h�suu�r�d�pri�r Lc�pl�ci���a�gr�g�L�bas�. 9.�.16 T��i��c��t eff�c�i�e s�te pr�para�ion a��emati�es �vill depend on �i�e conditions pri�r to ��adin�. �� s�ould evaluat� site conditions and provide suppleinental reconunendations immediately prior ts�gr�di��,�f r�ec�s��ry. 9.5,17 The contractor is advised to anticipate that groundw�ter or seepage may adversely affcct building p�d��r�str��c�ic���e In a�diti�n,i�i� ��t�d th�t�rs��nd��t�r�r�d sc�i1�no�s��r��c��ditio�s�o�z1d be si�ni�'�c��1����iffere�t durir��th����s�asc��(typica�ly wil�t�r�nd s�rir��)as�u�f`���sc�il l���o��� W��_, ����he[� ��J�.lt1[�w�fiP�° �cJn��1�i�11S �rtav t��l���nC. �T�r�ivl� �1�r12�� ��?1S �fl4����,��-iEpC�l �,��i�1 11����� � encounter w�t materials resultin�in possibl�e�cavation and fill placezn�nt difficulties. � Proj�ct sit�wint�rization consisting of placement of aggr�gate base and protecting e�pos�d soils during consi�-uction �hould be performeci. If the �onstruction schedule requires grading aperations during the wet seasoil, we can provid� additional recoznznendations as conditio��s warrant. 9.5.1� �'ypical reznedial measur�s include: discing and aerating the soil during dry �eather; mixing the soil with dryer inaterials;removing and replacing the soil wit11 an approved fill material or placement of crushed rocks or aggregate base material; or mixing the soil with an approved lime or cement�roduct. The inost comXnon remedial measure of stabilizing the bottoln of the excavation due to wet soil condition is to reduce the lnoisture of the soil to near the optimum inoisture content by having the subgrade soils scarified and aerated or mixed with drier soils prior to compacting. I-�o�r�ver,the d�y�ng proce�s lnay requia��an extended p�riod c�f tizne and delay the�aY�structic�n operation. T� expedite the stabilizi�lg process, crushed rock may be utilized for stabzlization provid�d this method is approved by the�wner for the cost purps��e. If the u�e of crushed rock is conszdered,it is r�cominended that the upp�r soft a�1d w�t soi�s be replaced b�6 to 24 inches of 3/4-inch tc� 1-inch crushed rocks. The thickness�f t1�e rock layer depends oi1 the �everity of the soil il�stability. 'The re�omm�nded 6 to 24 inches of crushed ro�k materi�l will pravide a�table platforrri. It is furt�er r��c�rr�rnended that lzgh�er coinpac�ion equiprnent be utilized for compacting the �''-„ch`�Cj �°�:U. �i �uy�A a`)���^vi2�"''v�'i� ].� i�e.QlTililvi���.C� '�i�i vv ��2�f�u viI �C3'T'� vf��� �c�iT't�'������t �lA 4Ail1AV �rushed rock to z��iniinize nli�ration of soil particles into the void�of the cz�ushed r�ck,r�sulting in soil m�vement. Although it is not requir�d,the use of g�ogrid(e.g. Tensar�X 1100 or TX T�zojeet I°�o. 3-215�0145 - 14 � ��,��� �r'�` ..,,;;�in�yrit�'� „�o�i;�, ir'W�. 140)b�l�w th�cz-ush�d rock�ill enhance stability and reduce the required thickne��of c�shed r���a�e��ss�ry fcar stabiliza�iona C�ur firm should be consulted prit�r tt�itnplelne�ting r�lnedial I�z�asur��to provide a��ropriate recolnmendatio�s. 9a S allo�� �u � at�� s 9.6.1 The sit�is suitab��for use of ccanv�ntional shallow foundatians cc�nsistimg of continuoL�s footii��;s �nd i��3at�d��d fc�c�tir�gs b���°i�?��n p���e?�ly���.�����d �r�b;���r��t�,���r fz����t������la 9.6a2 �t is ���c� z��dcd�h�� ce�ntir�ut��s b��r��7�vv��l f�at�n�� tt�b�utili��d fc,r th�bu��d�r��� �i�v� � �nin�mum w�dth �f 15-i��ch�s and a miniinuni embedrnen� d�pth of 1$-inches b�low lowest adja��nt pad�rade. 9.6.3 Isalated coiuinn footings should h�ve a ininimuin�vidth of 24-inches and a minirnuln embedinent �lepth af 1$-anches below lowes�adjac�r��p�d�ra��. "�"h�bottoin of footin�ex�a�rati��� �h�uld b� �n�in��in�d �°e� ���Qo�� �n� d�sturbed s�al. ��€�¢in� c�n�rete shauld be �Iac�d �nt� � ne�t �x�a va,tio�. 9.�.� �o�Li��s�rG�ortione� �s r�co�r�z�end�d�l�a��r�a�be de�ign�ci f�r the ma�irnum allowable soil bearing pressur�s shown in the table below. �c��.�i�����d�ti+�n �.1�+���:b�e���r°ing Dead Load Only 2,000 psf Dead-P1us-Live Load 2,400 psf Total I,oad,Including Wind or Seismic Loads 3,200 psf 9.6.5 For design purposes, total settletnent not exceeding 1-inch may be assumed for shallow four�datiions, I)iffer�ntial settleiz��nt sl�ould not exceed �/z-inch,producing an angul�r distortion af Oo402e Nlost c�fth�s�ttlem�nt is expe�t�d t�o�cur du�ing�c�a�structioa�as the�oads ar�applied. I�owever, additional post-canstructiox� settleln�nt rnay occur if the foundatlan soils are flooded or sa�urat�d, Tl�e footin��xcavations sh�uld not be allodved to dry out any tilne prior to pouring concrete. 9.6.6 �Zesistance to lat�ral ft�oting displaceinent can be computed using an allo�able friction f��tar of Q.28 acting b�twe�n the base�f foundatioaas and the supporting subgrade. 9.6.7 Lateral resistance for footings can altematively be develop�d using an ultimate equivalent fluid passive pressure of 270 pounds per cubic fc�ot acting a�ainst the appropriate v�rtical footing faces, The frictional and passiv� resistance of the soil lnay be cornbined �aithout r�duction in detennining the �o�al lat�ral resistance. An increase of one-tl�ird is pennitted when using the alternat�load coznbination in Section 1605.3.2 of the 2012 IBC/2013 CB�that includes wind or _ �arthquak�loads. Project 1'�c�. 3-215-014� - 15 - r�'v� �i�f,����� � / a.r.,i�,w��;r���,� ���:;.J. �>�c. 9.6.8 Miniznurn reinforcelnent for continuous footings should consist of two I�o. 4 steel reinfor�ing b�rs; c�n�pla��d n�ar�he tc�p €�f th� foc�ti�g and�a�e n�ar the bo��m. ���nfo�����1�t f�r�p���d foc�ting� s��uld b�d��i��d by�i��proj�c�str��t���.l��3�zn��r. 9.609 Ililder��rs�und �tiliti�s r in� para11�1 �o footings should nc�t be constru�ted in th� zoi1� of influence of footings. �I"he zone of influence may be�aken to be the area beneath th�footing and �vithin� 1:1 ��an�e�t�r�ding�ut and do�z�frc�nl th�bott�zn edg�c�f t11e footing. 9.6.10 The foundation subgrade should be sprinkled as nece�sary to maintain a moist condition vaAthout �i�,�raific�n� shr�nka�� cr��k� �s �c�uld b� �xp�c��d ir� �i1y �r��cret�pl���in�ntm Prior t� pl��a�zg r�bar r�inforc��ne�t,f�undation ex��vatio�s should b�ev�lu�t�d b�a repr�se�t�tiv�of SA:L,EIVI fc�r �ppropriat� support �haracter�sti�s and moistur� �ont�nt. IVloistur� condition�ng lnay be required for the mater�als exposed at footing bottom, p�rticularly if foundat�on excavations are 1�ft open for an�xtended pe�°iod. 9.7 ��n�ret�Sla s-on- r°acl� 9.7.1 �lab�hicl�n��s and r�i��f�rc�in��t �hc�uld be d�terz�ined by th� s�r�ctura� �n��ne�r bas�d o�� th� �a��ic°����t�� lc�a lin�;a W�r�c��,1�gnP�1��h�.t n��?-�t���c�t���°�l �1ab�-�,�,-�,-ar1�L� ��1ea�r 4.9n�h�s�h��� ai�d underlain by six(6) inches of colnpacted�ranular�ggre�ate subba��i�ateiial�oinpacted to �t le�st 9S%re?�ti��e cc�rra�ac�ior�. 9.7.2 t:az�anular aggr�gat� sut�base materiai shall co�fonn to AST�NI �-�G40, Latest Ectitiorz (1 abie 1, vases)with at Ie�st 9� percent passing a 1 l/2-inch sieve and not more t11an$%passing a No. 200 sieve to prevent capillary��zoisture ris�. 9.7.3 We r�commend reinforcing slabs,at a ininimum,with N�,3 reinforcing bars placed 18 inches on centei-,each way. 9,7.4 Slabs subject to stz�uctural loading znay b� designed utilizing a modulus of subgrade reaction I� of 80 pounds per square anch per inch. The K value was approximated based on inter-relationship of soil classification and bearing values (Portland Cement Association, Rocky Mountain Northwest). 9,�.5 The spacing of crack�ontr�l joilats shQuld be d�si��d by the proje�t stru��ural en�in��r,3:n ord�r to regulate cracking of the slabs, we r�commend that full depth construction joints or control joints b�provided at a maxiznuln spacing of 1S feet in each dir��tion for 5-inch thick slabs and 12 feet f+�r 4-inch thick slabs. 9.7.� C�ack calltrol joints should extend a minimum de�th of one-fourth the slab thickn�ss and should be constzuct�d u�ing saw-c�ts or other m�thods as soon as practical after coa�crete pla��m�nt. The exterior fl�ors should be poured s�parately in ord�r to act i�d�p�ndently of the walls a�1d foundation systen�. �07_� 1�1S�'��C17'1't_Tt'iPt�[�'P��h�t t�1�1J�i�g9�t tT��C��S�ithir�th�S$�'laCf»rP hP c;n��n��C��C�,ac�c�PrifiPC�1Il �J'�r �aa.�, r�po�t, to ininimiz� th� transmission of rnaisture through the utility tr�nch backfill. ��ecial att�ntion to the imm�ediate drainage and irri��tion around the structur�s is rec;ominend�d. Project Iolo. 3-215-014� - 16 - '�'' ;'r��� ¢r;�i»�°wr:n� .^,r��p, ir;c. 9.7.8 Ext�rior finish grad�s should be sloped at a minimuin of 1 to 11/2 p�rcent away froin a11 anterior _ slab ar��s �� p�°��lude p�ndin� of vvat�r adja��n� to the �tru�t�ar�s and should b� m�intain�d �lzr���hou� the l�f� �f tl�� st�� �. �o�d�ng c�f�at�r �h�u�d �i�t h� al����d �d��c��t tc� �h� s ctur�. ��er-irrz���ic�n �ithir� 1ar�ds��p�d �r�as �dj����t to �he s�ruc � should nc�t be p�rfc�����c�, In�dditic�r�5 ven��l�tic�r�of tl�� s�rv��uuz°°�is re�ornm�n����c�reduc�t�!e acc�lnul�tinri of interior inoisture. 9.7.9 I�oi� e�rit��in�h� �t�ctur�rnay b� derived froin w�t�r vapors, which�ere�°�nsfc�n��d fr�l�n �he moisture within the soils. This n�oisture vapor penetration �an affect floor cov�rin�� �md pr�duc� n1o�d a�� rr��d�� i� tne �truct��e �'c� zniniini�e rnoisi�r� �apor in�rusivr�, i� is r��c� �nd�d that � vapor re�ard�r b� i�;st�lled zl� �c�o�dan�� �vi�h t��r��f��t�ar�r'� recc�mmenc�ations and/o�AST�I guid�l�n�s9 whzcl�ever is nlore string�nt. 9.7.10 �n areas �vhere it is d���r�d to reduce floor dampn�s� uTh�re moisture-s�nsitiv� �ov��°in�s are anticipated,co�str��ctic�n s�Zould have�sui�able�v�terpraof vapor r�tard�r(a tn��iijnul��of 15�ils thick poly�thyl��� vapor retarder sheeting, I��ven Industri�s "Vapo�rI3lock 15, St�go Industrie� �5 z��i�"��c�o�%J�ap}9�r�.�2.ii�3eadow�S�a�ti�ht 15 z1�i�5���rmina�or"j incort�orated into the floor slab d����a �"h�waG�r v�por ret�.���r should b�d���y r�sista��rna��ri�l co�nply��g with A�Tl� �,9G �iuL excc�din�, �,�4 �ei=���s, r���'� �i�4 ar�d ��i�i �'17�+� Lias� A, "i h� va�or b�rrier should b� plac�d b�tw��n th� ��n�ret� sl�b �nd t11� �o��p��ted �°�nu1�r an�r�g�te sl�bbas� �nate�ial. �'he water vap�r retarder(vapor ba�ri�r)should be ins�alled�n�cc�rdar�c�wit��.STI'�![ Speci�cation E 1643-94. 9.7.11 The concre�e maybe placed directly on vapor retarder, The vapor retarder shauld b� insp�ct�d prior to concrete placement. Cut ar punctured retarder should be repaired using vapor retarder material lapped 6 inches b�yond daznaged areas and taped. 9.7.12 The recoznmendations of this report are intended to reduce the potential for cracking of slabs due to soil movement. However, even with the incorporation of the recormnelldations presented herein, foundat��ns, stuccc� wall�, and �labs-on-grade �nay e�ibit sc�me c�acking due to �a�l rnov�ment. This is coinmo� for project area5 that contain e�pansive sails since designing to elilninate potential soil movelnent is cost prohibitive. The occuz7ence of concrete shrinkag� cracks is independent of the supporting soil charact�ristics. rCheiiQ occurrence inay be reduced �nd/c�r�ontrolled bg�lilniting the sluinp of the cQncrete,�rop�r concr�te placemer�t and c�ring, and by the placeinent of crack cont�ol joizlts at periodic ant�rvals,in partzcular,wher�re-entrant �lab com�rs c�ccur. 9.7.13 Proper finishing and curing should be pexforined in accordance with th� latest guidelines provided by the Azr�eric�n Cc�ncret�In�titute,�'ortland C�inent�,ssociation, and AS'TI�. 9.� Lat��°al Eart �ess�r°��an�l��°��ti�nal �s�stan�� 9.�.1 Active,at-res�and passive unit lateral�arth pres�ures a�ainst footings and walls��e sui�marized in the table below: Proje�t I�To. 3-215-0145 - 17 - ��' ,�„,,,� � � ��� �r;�,ir�rew�rir7� ���u���:, , i=:c� U��i a�e�qu�vai�n��"�u�d �ress ' e3 pcf _ �.������i ������-���r� ������ � ���i���i� ��� �� � ������������ �1� I ������� Active I�r�ssure,�raine�i S3 37 ��-Rest Pressur�,I�rained 73 57 P�ssive Piessure 270 390 �1���' ��� ����°� Allc�v��bl��a�ff ci�r��of Frictic�n �3.2� 0,4 i In-Place Soil I�ensity(lbs/ft3} 120 9.$.2 A�iive press�r��pplies t���lls,v�hich ar�fr��to r�tat�, �t-rest pr�ssur�applies to v�a11s,�hi�� are r�strained a�;ainst rotation. The pr�ceding lateral earth pr�ssures asstu�ne sufficient drainage �eht�'t(� �'�9�it�titt� r�vallc tc� r,nr�vPn9 t�P 1in�ilrl-�� nf 11v 1�°nctatin pg�Pcc»r�, '1�°�hP tnr� nnP_f(ent �fi adjacen��ubgr�de should�e de��t�d�'rom the pas�ive pressur�comp�t�tion. 9.8,3 �h�f�re��in�valu�s �f lat�r�l�ar�h pr�ssures r�pr�sez�t ult�an�t� s�il�alu�s �n�� s�f�t�j f��tor consistent�rii�z the design condi�ion�sno�Id be inciud�d in t�eir usag�. �.$.4 For stability against lat�ral sliding, which is resisted solely by the passive pressure, we recommend a�ninimum�afety factor of 1,5.For stabzlity a�ainst lat�ral slidin�,which is resisted. ' by the coznbined passive and frictional resistance, a minirnum safety factor of 2.0 is recointnended. For lateral stability against �eisrnic loading conditions, we reconunend a lninimuin safety factor of 1,1, Fnr dyz����ic s�ismi_c 1�t�r�1 ln�c�ir��the fr��l�wing �q�atinn cha11 be used: yn� ic--Seis i�R.�ater�I�c�adin���quatic�n' Dynami� Seislnic Lateral Load=3/g�yKr,H2 �here: �y=In-Place Soil I�ensity KI1=�orizontal A.�c�1�r�tlOn=2/_�PC�A� �I=�Ia11 I-�eight 9e9 laetaini��VVails 9.9.1 Retaining�ndJor below grad�walls should b�draiiled�vit�either perfora�ed�ipe encased in free- draznin� grav�l or �pr�fabricat�d drainage syste�n. Th� gravel zone sllould have a ininimurn width of 12 inches wide and should extend upward to within 12 inches of the top af the�vail. �'k�e upper 12 iilches c�f backfill should consist of native soils, concr�te, asphaltic-concret� c�r othex� suitable backfill to miilimiz� surfac� drainage into the wall drain system. The �rav�l should confornl to�las�I�permeable materials graded in ac�ordance with the current CalTrans Standard Specifications. Proj��t I�to. 3-215-0145 - 1� - '; ' �f/�� s'%.i31Plw'v'(iti'�..�'YJ'..�T., IriC, 9,9a2 Prefabricat�d drair�age systems,such as Miradrain0,�nkadrainOg or an eq�ivalent substitute,are ����ptabl� alt�r�aat�v�s �r� li�u c�f ��v�l provided tl1�y �.�� installed in a��ordan�e �ith th� �n�nu��c �r"� re��� �ndati�n�. If � pr�fab�ic�t�d dr�z�a�� s�st�zn is prop�s�d, �ur fi shc��ld r�vi�w th�syste�n fc�r final�e�eptan��p�°io�tc�inst�ll�tion. 9.9e3 L�raina�e pipe� �hould be placed with perforations down and should dis�harge in a non-erosiv� zn�l��r�wa�fr�m foundations and oth�r improvem�nts. The tap of the p�rforated pi�e should l�e pla�ed at or bel�w the bo��om �f the adjacent �oor siab or pavern�nts. The pipe �hould b� placed in th�center line of�he drainage blanket�nd should have a ininiinum diam�ter of 4 inches. S1o�s s����d be �� vvid�i th�ii i/���i1�h ��-��i��n�t�r, w�i��perfc����iU�s �ho�lci'u�nc�mc�r� thar� ��a-111�}1 IIl C�lal'�i�t��. 9.9.4 If retaining wa11s are less than 5 fe�t in height,the perforated pipe may be omitted in lieu of weep hc�l�s on 4�'ect�naximuin spacin�. The weep hc�les s1�ould�onsist of 2-inch inin�muin dia��e�er �zoles (concre���a11s} or unmort�red he�d joirzt� (inaso��valls) a�d plac�d�o hi�her th�r� 1� inch�s abave th� low�st adj�cez�t �r�d�o �I'wo $-inch square c�verlappin� patches of ge�t�xtile f�bric(c�r�fo 'r���:c���ie��1Tr�ns S�anda�d Sp�cific;atican�fc�r"ed�e d�°�ins"� shc��I�be affix�d to the�°ear wall ope ai�g�af�ach�w�ep h�l�to�°�tard�oil pi�in�;, 9.�3.� I3urir�g�radin�and backfillin�c�peratic�ns�djac�rat to ar�y walls,h�avy�quipment sho�ld not b� �11�iu�d to opera����it�ai�a a�at��°�I dist�r��� �f 5 fee� fr€�zn�h� �v�ll� �r within� lat�ral dist���� eaual to the wall height, �vhich�ver is gr�ater, �o avoid dev�lopin� excessive lat�ral pr�ssures, Within this zone, only hand operated equipment ('°whackers," vibratory plates, or pn�umatic compactors) should be used to cc�mpact the backfill soils. 9<10 T�mp►orary Exc�vatians 9.10.1 We anticipate that the inajority of the near surface site soils will be classified as Cal-C�SHA"Type B" soil when encountered in excavations during site development and construction. If active Seepa�e or lay�r� of v�ry soft non-coh�siv� soil ar� �nco�nter�d, the Cal-�JSH�. cl�ssific�tion should be downg�aded to"Type C99. Excava�zon sl�ping,benching,the use of trench shield�,and the placement of trench spoils should conform to the latest applicable Ca1-0SHA standards. The contractor should have a Cal-C�SHA-approv�d "competent person" onsite during �xcavation ta evaluate tr�nch conditions and lnak�appropriat�r�comn��ndations where ne�essary. 9.10.2 It i� the contractor's responsibility to p�ovid� sufficient and safe excavation support as well as protecting nearby utilities, structures, and other i�nprov�ments which may be damaged by�arth movelnents.All onsite excavations znust be conducted in such a manner that potential surcharges froin existing structures, construction equipin�nt, �nd v�h�cle loads ar�resist�d. The surcharge area may be defin�d by a 1:1 proj e�tion dov�rn and away from th�bottoin of an existing foundation or vehicl�load. �.10.3 T�rnpc�rary excavations �i�d slope faces should be protected fro��z rainfall and�rosic�n. Surface runoff should be directed away froln�xcavations and slopes. 9.10.4 l�pen, unbraced e�cavations in undisturUed sc�rl� should b� znade according t� th� slopes present�d in�he followin�;table: � Proj e�t No. 3-215-0145 - 19 - '�%''�' %�%�r �y;:��{��n�t�����a :;r��a�. �r:c, c �� � �������� �s� ��s .. � � t��������?�ti���f� I� �� ��i�c� ���� �� "���� 0-5 l:l �-10 2:i 901005 If,du�to spac�limitation,�x�av�tions r�ear prop�rrty line�or��isting stru�tures are performed in a vertical position, slot �uts, brac�d shorings or shi�lds lnay b� used for supportin� v�rtical excavatic��s, Th�r�fore,in ord�r to�oz��aly va�th t�ie 1���.1�nc� ���te s�f�ty r��1_ati�r�s,���-c�p��1� de�ign�d and installed shoriiz�sy�t�in would be required to accomplish planned�xcavations�nd �r�st�il�tio��. A Sp�ciaity Shc�r�irl��on�ractc��sh�uld be��spc�n�ib�e f€��°�he de�ign and instal�atic�n of such a shoring system durin�constructiolz. 9.10.b �rac�d�horin�s s�c�uld b�d�si �d for a Ina�irnuin pr�ss�are d��tribution c�f 30�,(wh�re�-I is�h� depth of the excavation in feet). The foregoing doe� not include exc�ss hydrostatic pressure or �a�cl�ar��lo��liz1�4 �'ifty p�r����t�af�r�;��ur�h�r��1Qad, s�a�� as �.�nsta��ti�n�q�ipz��ni�v�a�ht, s��uld b�ad��d tc�t��Iat�ral lo���ivez�l��r�in. E�ui��nezzt traffic shcuid cc�ncurr�r�t�y�e lii�ited �:��n ar�a �t l�ast 3 f�et f�om th��hc�ran�fac�c�r°eciQE of th��lc�p�� �°iv.7 rI'n� ex�avatic�n and shorir�g r��omn�endations provid�d her�in are b�s�d on soil �h�ract�ristics deriv�d from the borings within the area. Variations in soii conditions will likely be encountered du�i��g the��cavat�on�. SALEZ�Engineering Croup, Inc. shou�d be afforded tne opportunity to provide field revieu�to evaluate the actual conditions and account for field condition variations not otherwise anticipated in the prepaxation of this recominendation. Slope height, slope �nclination,or excavation depth should in no case exceed those specified in local,state,or federal safety regulation, (e.g. OSHA) standards for excavations, 29 CFR part 1926, or Assessor's regulations. 9<11 TJnd��g�ound tlt�liti�s 9.11.1 Underground utility trenches shouid be backfilled with properly coinpacted material. The material excavated from the trenches should be adequate for use as backfill provided it does not contain del�terious inatter, vegetation or rock larger than 3 inches in xnaximum dilnension. �'r�n�h b��kfill should b�placed in �oo�e lifts nc�t exc�eding � in�h�s and�oinpact�d to �t�e�st 95%(90%for cohesive soils)relative cornpactian at or above optirnum nloisture content. 9011.2 Bedding and pipe zone backfill typically extends from the bottogn�f th�t�-ench excavations �o appro�im�tely 6 to 12 inches ab�ve the crow� of�he pip�. Pipe b�dding and b�.ckfill znaterial should confonn to the requir�ments of the�overnin�utility agency. 9,11 a3 It is sug�;��ted tl�at underground utiliti�s�xossing b�neath new or existing stru�tures be plugged a.t en�and exit locations to the vuildin�or s�a-�actur�to pr�vent wa.t�r migration. Tr�n�h plugs can �c�n�ist of on-sit� �lay soils, if av�ilable, oi saild �ernent slurry. The tr�nch plugs shou�d ��tP,��2£P�t�P}�o��P��h si�.P�f indiv���a?pe�r�a�d�r�'c������t����. I'rojec�Io1�o. 3-215-0145 -20 - �'%"�'r i�'�- � .. , �.�>;�iYiv�F;rin� ���(i!,ip. InC. 9.11.4 'I'h��ontr�ctor is r�spc�nsible for reznoving all water-sensitive �oils from the�rench regardless . �f the ba�kf�l� l��ati�n ��zd �ornpa�ti�r� r�quir�rn�nts. The c�ntr��tc�r should �z�e �ppr��a�iate equiprr�ent�nd�ethods�o�vc�id d�zna���a th�ut�l�ti�s�nd/c�r st �����d�ri��fi�l�������Z�t�� �nd colnpa�tior�. 9012 � rfa�� z-ai a�e 9.12.] Prop�r surface draina�� �s ����ic�1 �o the fu�ur� p��fo�n�i��� of t11� prc�j��t. �T�Zcont�oll�d infiltration of irrigation excess and storm runoff int� the soils can adversely �ff�ct th� p�af�;�n�n�e��the�ba �d b������re�������. ���r��i�n�f a s6�1 e�.������i���1c��e i�te�r°i�����ar s�ren�th and increase its cornpr�s�ibility, resultin�; iz� � �han�� to i���pc��t�nt engiz����in� pra��rt��s.Prop�r draina�e sho�ld b�maint�ir��d at a�l tirn��. 9.1Z,2 The grc�und i�zrn�diately adj�cen�to th�fouxldation shall b�sl�ped away froin th�buildin��at �s14���f n�t less th�n 5 percent�`c�r a�i�i�n�a�n d��tance�f]0 fe�t. Ilnp�rv�ous surfaces within 10 feet of the building foundatior� shall b� sloped a i�ninimum of 2 p�rc�n� away froln th� b�ildang� ��d ara�r��g� ��ad�e���� �nail�����ed �� ca�� ��� ���face w���r�� ��llec�ic�l7 f�ci�i�i�s ��� off�ite. �'hese ����s sh��al�b� l���nta�r��d fo�th� lif� ��'the paoje�t. ���di�g cf wa��r ��:���'.�1"].O$�°v`u'�IC�i�J�.'�,��`�.�"�Cu1;L�€;ii1��$i`�o L�ii�. �ie%i i-�I"I"1�aii�fi'i�VI��Iii2 ii�iiC�SC;i�N�c`�. �t�"�t�S iLiij��C.21� to the st�ructur�should not b�p�rfonned. 9.12.3 Roof draul� should be installed with appropriate dc�wnspout extensions out-falling on splash blo�ks so a�to direct water� zninimum of 5 feet away from the structures or b� connected to the storm drain system for the d�velopment. 9.13 I'avement Design 9.13.1 Based upon the near surface soil conditions and the test results froln the previous repart, an estimated R-value of 5 was used for the preliminary flexible asphaltic concrete pavement design. Th�I�-value may be ve�ified durin�;�rading of the pav�ment areas. 9.13.2 The pavement design recorninendations provided herein are based on the State of California Department of Transportation (CALTRAN S) design xnanual. The asphaltic con�rete (flexible pavez�ent)is based on a 20�year pavement life utilizing 1200 passenger vehicles, 10 single unit trui�ks,��7d 2 anulti-unit t�c�s. 'Th�f�a��o�ving tabl��hovvs the reco�nended pavem�nt se��ics�s for various traffic indices. '�'A�I�E 9.�.3.2 1��� '�'�(�1�1C �'E AVE EIO�'�'T IC I�E��ES `I'��f��ir� e� �.sp�hal�i� C�la�s�I �t� p���� ������te � �� at� a��� ��b �°� ��"� 5.0 3.0" 9.5" 12.0°' (Park�ng�V�hic�e Drive 1-�reas) h fl (Heavy Truck 13reas) 3.0" 13.5t9 12.0" **95%comp�cctiorx�based on.4S�'�Yl D1557-07 Testldletla��d **90%(95%fot�granular soils)cc�mpaction basea'on A.STM Z915S7-D7 Test Method Proj ect l�Ta, 3-21�-0145 �21 � ��``f�; r;f���r ���" engineering 9roup, inr. 9.13,3 Th�follovc�ing r�cornm�ndati�ns are for light-duty�nd heavy-duty Por�land Cement�oncret� . pav��n�rat s��tic�ns. 'I' I1E 941303 TL �E ENT�' � �V �� T' I� ESSES c���i� � � � �i��s�� ' �� ��� �� ���� 'T`��f��I� �� ��r����t�� �� ��� ��� � �� � 5.4(L.��ht I)uty) 5.0" �.0" 12,0„ 6_0 (�I��.vy 1�1�tY) 7.�" 1Q.��� ]'?.�" *1Vlia�irnarna Cc�napr•essive Str•c�azgtla of'4,04�psi � **9S%compaction hased orr A.5'TM I?1557(17 Test Metlznd � �`**�0%(9S%J`vr g�a°anaidar s�als)cno�z�r�etion b�esed'r�r��4,�"1"IVII31557-0�7'ewP]►�ethod �o. ���������� �����'����'��►� ��������'I��1,���'�s�'�� .��r ii"��3 �1�iI1 s�i�tl��3��i1��.i1�1t�Il ���1$��' 10,1�1 SA�,�I� shc�u�d r�vie�r the prnj�ct plaa�s ai�d �p��if�cations pxic�r t� fit��l d��i�n subY�itt�l tc� as��ss wl�ei���r�ur�ev;��a�n��aa�i�rls hav�b�;������u�,erly izn��er�elzi��' ��rs��va���te 1f acic�idian�l analysis and/or r�commendati�ns aa-e required. � 10e2 Con�tructi�n�bs�rvation and Test�ng S�rvi��s 10.2.1 The recommendations provided il1 this report are based on the assumption that we will continu� as Cieotechnical Engineer of Record thrnughout the construction phase.It is iznpor°tan�to maintain ��nt;nuity of gPotechn;c�l inter�7r��ation aa�d confi�-�m that�'�el�c�nditi�r��encountered�re�i�r�ilar to those anticipated during design. If we are not retained for these services, we cannot a�sume any responsibility for others int�rpretation of oux recomtn�ndati�ns, and thei-efore th� futur� pe�°formance of the proj ect. 10.2.2 SALEM should b�present at the site during site preparation to observe site clearing,preparation of exposed surfaces after clearing,and placement,treatment and compactian of f�ll mat��ial, 10.2.3 SAL,ElV1's observations should be supplemented with periodzc compaction tests tc� establish substantial �onforman�e with these recoznlnendations. Moistur� content of footings and slab subgrade sh�uld be tested immediately �ric,r to concrete place�nez�t. SALEM sllould observe foundation excavations prior to placeinent of reinforcing steel or concrete to assess whether the actual bearil�g�onditions are coinpatible with the conditi�n� �nticipated durin�th�pr��aratio� of this report. �l� IJI I�'t�'�'� NS � E C 11� I'I'� �T� °I,he analyses a11d recom�mendations submitted in this report are based upon the data abtained froln the t�st borir��s d�illed a.t the approxiz��a�e locations shown on tlle �ite Plan,Figure 1. The re�ort does l�ot r�flect variations which may occur between vorings. The nature and extent of such variations lnay not becozne evid�nt until constructian is initiatec�. I�roj���I�to. 3-215-0145 -22 - '�����` � , �'�'f „ � �.,;:����vf;�:��� ��4,�, i>:>;: If variations th�n �pp�ar, a r�-�valuation of the r�cornanendations of this repo�t will b� �Z�c�ssary aft�r _ ��rfo�in� c��-sit� obs�zv�tio�as dlar.in� th� �x��vati�n ��ri�d and n�tin� th� �h��-a�teristics �f su�h ��r�a�io�s. "�'he findi�.g� �nd��co �nd����ns pre���at�d in this r�po�t ar�v��id�s of th�pr���nt ��d for the pr��os�d�on��ructione If sit� conditions ch�ng�du�to n�tu�al prc���ss�s or huln�n inte�v�ntic�n an th� prot�e�4.y or adjacent to �e site, ol changes occur in the �att�r� or ��si�n �f t�i� proj��ts or if ther� is � substantial tiine lapse between the subrriiss�on af this report and �he star� of the work at the �it�, th� cc�nclusion� and recom�nendations contain�d in ou�report will n�t be consid�r�d valid un�ess the�hang�s ��°�r�vi�w�d by S ENI and t�1�canclusions of our repo�t ax�znodifi�d or v�rifi�d iz�varit�n�. Th�v�lidity ofthe rec�inm�nd�tians�ontained ir�this report is also dep�nder�t upon an adequ�t�t�sting and obse�vations prograin durillg ih� construct�or� phas�. t`3ur firnl assurn�s no respon�ibility for cc�nst�-uction �c�inpliance witl�t�� d��ig�?��?���pt� �r?-��� n��da���r�s �n1P��wP havP b��r�r�t�ined����rfo�ar t�� Qn�����t��t��� and �eview during constri.iction. �ALEIVI has prepared this repart for�he exclusitiT� use of the owner and proj ect design consultants. �A�,E1Vi dc��s:�ot�ractic�i�th�fi�ld of corrosivn en�ineering.It is recorllanend�d that a qual�fied�oi-rosion engin�er be consult�d regardin� protection ��° buried st�el or ducti�e iron piping and conduit or, at a minirnuzn, that rnanufacturer's recoinm�nda�i��s fnr cn�-l-n�i�r��rc�tectic�n he c1c��e�y tc��lc�wec�, i�»,-t-h�r, � �c�rrt�s�c��i��lginee�inay b�n��d�d to inc�rpora�e�he n���ssa�y precauti�n����vc�id pr�znature co�°ro�ion�f ��ncr�i� slabs ar�ci�o�.inda��c�ns in d�r��z�c�rlt�.ct witi� n�tyv� soii. i�e iz��pc��t�tio�of°sc�ii anc`t or�g�i�egat� znaterials�v the sit�should be screen�d to d�tennin�the p��ent�al fcr�c�r�osi�n to�on��-ete���d�u�°i�c���et�l p�ping. The r�port �as t�een �r�pared in a�cordan�e wit�i ge71eia11y acc�pi:ed geotec�nical engin��rir�g practi�es in the area. N�o oth�r warranties,either express or implied,are inade as to��e�rof�ssional advic� provided under th�t��ns of Q�r agr�e�nent and included in this report. If you have any questions, or if w�may be of further assi�tance,please do not hesitate�o contact our otfic�at(909) 980-6455. Respectfully Submitted, �AI. El`d�Il�'�E 1�1 C IJ�,I �. „ _._... „� , , '� i >..._ �...... ,�,��:�,> ��,, � .�,��x�y„�,�..; ;i Ibrahim Tbrahim,M.S,EIT Cieo�e�l�ica� �taff Enginee� �� �� � ] / ,sM 4 g ,'',�,,,P;...-�"�"`��,��' �;",��,�,, A I , ;��....,�:��,,,�..�-.re.,..�, '� �„�....� ._,,,..,._...._._.w.�._........_..,. <.w _ .�,�- � �.,,.�..........,_� � �/���,�/��iiaa.i,�^,,.�.s, C1ar�nce Ji�ng,GE �` �Q� �� �`��:� R. 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" 20.00 � „4 � 20,00 ;_ ; �O.OD_ ° � 2n:no � .-.zz.00 , ° - � ,,. �22.00 : s 22.00- E � _ 22.00 � �24.00 _ �24.OQ . � 24.40� ' � 24.00 : � ca, s '� .� ; ; � 26.40 � ,� � 28.00 „ ;,., 0 26.00 s � 26.00 � �' ,,, ., , - - 30.00 . � 28.00 � 2H.00_ � � 28.00 � � 30.00 ; � �0.00 � 30.00 � 34.00 _ � 32.00 -: ; 32.00 { �- 32.04 �✓� � 36.00 s_ ; 34.00 � � 34.00 ' �_ 34.00 � ��� 38.00 �_ _ i _ 36.00 = � 36.00- - � 36.00 �� 40.00 : � __ � 3$.40 ; l 3$.00- t _� 38.00 _ /�� 42.00 , ;_ �f 40.4d _; ,�',, 40.00 s y . 44.00 � � f S 44.00 � � _ 42.00 � _ i 42.00- � � . 42.00 �� - 46.00 , � _.�` 44.00 � � 44.00 £ � . 44.00 ��/�� _ 48 A0 � _ � 46.40 � t 46.00 , � 45.00 � S0,00 f r 48.00 ,_� ! 48.00 ; _� 45.00 �/� 0 �Q 20 30 40 50 50.00 � SD.00- � ���'�`�" 50.00 / -r--r ati Field SPT � N1{50) 0 0.5 1 1.5 2 0 1 2 3 �4 5 0.01 0.03 0.05 0.07 * N1{60)cs �-��-� ._... 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'� 0 5 10 15 20 25 30 35 40 � N 1(60)cs LiqIT v.4,7.701-Soil Liquefaction Assesmen�Software 1 This saftware is licensed to:5alem Engineering Group Inc. :�Fi�ld in�aut da�a.� � � Point ID Depth Field NsPT Unit weight Fines content (ft) (blows/feet) (pcfj (%) 1 2,OQ 1.1.00 1�O,Q0 65.4Q 2 5.00 17,00 120.00 29.00 3 10.00 8.00 I20.00 53.80 4 15.00 7.00 120.Qa 59.30 • 5 20A0 22,00 12Q.00 31.10 6 25.00 31.00 120.00 10.50 7 30.00 37:00 120.a0 8.80 $ 35.00 29,00 12Q.00 2.00 9 40.00 29.OQ 120.OQ 2.00 10 45.00 29.OQ 12Q.00 2A0 A� �o.o� 2�.0o z2a.00 z.�o Depth: Depth.from free surface,at which SPT was perfarmed(ft) Field SPT: SPT blows measured at field(biows/feet) Unit weight: Bulk unit weight of soil at test depth(pc� Fines content: Percentage af fines in soil(%) sa���Si�:��r��s R�ta��alcaalatiar�{��R fi�lt��dja���ed�r�a�r�����3i����.m POitlt�D �epth SIC,�ma U Sigiti�` ra �SR M�F �SReq,M=�.s Ks,9ma CSRW (ft) (ts�� (�sf) (tsf) 1 2.OQ 0.12 0.00 0,12 1.00 0.54 0.88 0.61 1.00 0.61 2 5.Q0 0.3(3 �.00 0.30 0.99 0.�3 0.$8 0.6i i."u0 i�.61 3 1Q.00 0.60 �.QO 0.60 0.98 0.53 0.88 Q.60 1.00 D.60 4 15.00 0,90 0.16 0,74 0.97 0.63 0.88 OJ2 1.OQ 0.72 5 20.00 1.20 0.31 0.89 0.95 OJO 0.88 0.79 1.OQ 0.79 6 25.00 1.50 0,47 1.03 0.94 Q.74 0.88 0.84 1.d0 0.$4 7 3Q.00 l.$0 0.62 1.18 0.93 OJ7 0.88 0,88 0.98 0.90 8 35.00 2.10 Q.78 1.32 0.89 0.76 0,88 0,87 0,95 0,92 9 40.00 2.40 0.94 1,46 Q.85 0.75 0.88 0.86 Q.93 0.92 IG 45.Gu �.70 1.Q9 1.61 t7.�1 0.73 0.88 Q.84 0.92 0.91 ll 50A0 3.00 1.25 1J5 0.77 0.71 0.88 0.$1 0.90 0.90 Depth: Depth from free surface,at which SPT was performed(ft) Sigma: Total overburden pressure at test point,during earthquake(tsf} u: Water pressure at test point,during earthquake(tsf) Sigma': Effective overburden pressure,during earthquake(tsf� rd: Nonlinear shear mass factor CSR: Cyclic Stress Ratio MSF: Magnitude Scaling Factor CSR�M_�5 CSR adjusted for M=7.5 K519„� Effective averburden stress factor CSR� CSR fully adjusted :.Cyc�ic R�sist�nc�:Rakic�calcufa#io�CR12,.s`.; Point ID Field SPT C� Ce Ca C� CS N��6o� De1teN N��6o>�5 CRR�.s 1 11.00 1.7Q 0.86 1.00 0.75 1.20 14.49 7.90 22.39 0.25 2 17.00 1.70 0.90 1.00 0.80 1.20 25.04 8.30 33.34 2.00 3 8.00 1.32 0.97 1.00 Q.8S 1.20 10.46 7.09 17.55 Q.19 4 7.00 1.18 1.04 1,00 Q.9S 1,20 9.84 6,97 16,81 0.18 5 22.00 1.08 1,11 1.Q0 0:95 1.20 30.20 9.71 39.92 2.OQ 6 31.QQ 1.Q1 1.18 1.00 0.95 1.20 41.94 2,04 43.99 2,Q0 7 37A0 0.94 1.25 '1.00 1.00 1.20 52.26 1.34 53.61 2.00 8 29.00 0.89 1.32 1.00 1.00 1.20 4Q.81 0.00 4Q.81 2,00 9 29.OQ 0.84 1.33 1.Q0 1.OQ 1.2Q 39.20 0.00 39.20 2.00 10 29.00 0.$�. 1.33 1.00 1.00 1.20 �7.40 0.00 37.40 2.OQ 11 29.00 0.77 1.33 1.00 1.Oq 1.20 35.83 0.00 35.83 2.OQ LiqTT ve4.7.7.1-Soil Liquefaction Assesmen�Sof�ware 2 This software is licensed to:Salem Engineering Group Inc. .e C�cl6c�es�stanc+�Ratio calcutatior���Ra.�.s Point I[} Field SPT C� Ce Cb Cr CS Ni�6o> DeltaN N1�6o>�S CRR�s C�: Overburden corretion factor CE: Energy correctian factor Cb: Borehole diameter correction factor C�: Rod length correction factor CS: Liner corr��ti9n factor N1���: Carrected NS� DeltaN: Addition to carrecked NSPT value due to the pressnce of fines N1���: Corected Nl��o�value for fines CRR�.S}: Cyclic resistance ratio for M=7.5 n:'��t�l���r���l�u��ti�r�f�r�t�r�t�d���d�:: Paint ID �1{66} �1� FS� ev SeCc{e. (�/o� �i i`i) 1 22.39 1$.66 Q.31 2.30 O.OQ 2 33.34 27,78 2.53 Q,QQ 0.00 3 17,55 14.63 0.24 2.73 0.00 4 �6.8I 14.01 0.20 2.80 O.OQ 5 39.92 33.26 1.94 a.ai O.QO 6 43e9�? �6.65 ?,�� �l,01 0,01 7 53.61 �4.67 1.71 O:Q2 Q.01 8 40.81 34.01 1.68 O.Q� 0.01 9 39.20 32.66 1.67 0.02 0.01 �Cl 3?.4Q 31.17 1..68 �.J2 0.01 11 35,�3 29.�6 1.71 0.02 0.01 �'c�t�l��t#I���:�t:�m�7 N�,���: Stress norma6zed and corrected SPT blaw count N1: Japanese equivalent corrected value FS�: Calculated factar of safety e�: Post-liquefaction volumentric strain(%) Settle.: Calculated settlement(in) ;:Lic�uefac�ion potential accor+ding ta Iwas�ki:: Point ID F wZ I� 1 0.69 9.70 4.08 2 0.00 9.24 O.OQ 3 OJ6 5.48 9.77 4 0.80 7.71 9.46 � o.ao �e�� o.00 6 Q�00 6.19 0.00 7 0.00 5.43 O.OQ 8 0.00 4.57 0.00 9 0.00 3.90 0.00 10 0.00 3.14 0.00 11 0.00 2.38 O.OQ verail pot�ntial I�0 23,31 I�=0.90-No liquefaction I�between 0.00 and S-Liquefaction not probable r�bPt�,�een 5 and 15-Llqaef�ction�robable I�>15-Liquefaction certain LiqIT v,9.7e7.1-�oil Liquefactian A�sesment Sofi�ware 3 ��,; "�P +; �a � � �o r t, � �� �� � � � % Ja�' ��." ,�:.. ��„r�,�y � � � �, � � � ;; i"r �r''� r% r /-i' i ��, � F 9✓` _... A �ii..�. lF f /y � !li !f r x% �� � ��!,��� ��' l'�r�'kr��i'i�� n � r�%�' �'���i��. v `r'�'��� ✓ �,v%/��, � jf r�% .� %�f��� ''� ��i �� �� S � ,"y y '�* ,,3,'`� J l . �,p � y,a..�3y���yf - � �; ��:; t'f��r`,��'����« x �. >r, i r f,, ',�r'' f f �;�r.f��1� !'��-1���..!�X'�.;,� .^�.- �'�t,g/i' ��. r",✓,�:�r"`r/l'"'f.i�� ,if��r,ff '`r/;rr. ,� rl�fft,.',,,� .r`' .�'.'�r ,�".�i � � .,.�- �"' �� , i'���f-;"f/,'�� : ,✓ �r� �`r�//���:'�'���.,.�� �!�'��;. i,�1��1�fi'`,'� r��':"�.'c'��..,�'/'j,,s'j'f��1'l��?�����,yr,�f.�: /."i't���"/�.''/`�.v����i'�.+G"! ��f...`{ �.%/�.. l,v�1,;,.,/�.,,���r'` .//,�,�%�='`��`�'9,���`%�%'�,r`-"/`��:. �;.;rr`r,%r`j'�r�'.�r�/ /f,�;s,//� ,�r,r;I!r%� 'r ri�r��/,'rr'%'/✓'�i��'�/�'%1��'r✓rr��ji��j���f' ��/�G�/%//���/��//f///l�I r f f / �// �j�1,Y/'���.!��%�%"/j/l 1 �'/r;f/���,�`�j%%ri /��„'�G%l ��r..,%��,�r��j �!/✓�,i�%�i� �: ''��r��'"�ff�!�/r�✓l`�Ir%/✓i l %�v�'��i��/�f � i /i ! r"�r�i;u� i� ✓;'r . ir �//�'i�i'�%s�'��%i��''�r�� �/r��''�i��%/� . /i l/// %%%/!/�%///��,� i;i//�i�ir�'�/i�r/%�`i ; �//i�''s , r fi�!/ �j���i �//i ��r ��i�� „;� �/�rir f���'� l. i�/f ��,i/ � r % � //�� � f. �/i/,r ����� , � /�;'��'f r/ i,' n�/i/'��r f rr�r � �/`/�,/��„�i'�� �i�'�I✓r`�l���fl 'ul� l/1//��� �'�'�/: /'�/,/l,a%r�i'wr f�,'i/,..,_�,%"�: �'"✓/J���,/..%rr�t%'�,�`,�f` ,. ;."rjrli�r'�`f�/�� � r,��/,�/`'l���:f� i�" ���/ � d/�,'/.���� �.j, /�. �ry' ;'�%;%�"r��y l '�i%//,% ���%/rrir f�;�r j'/'1/,✓,,fliF�f/Iri�f�// fi `r/�f������/j'>'Ff'll��l/. ,f/;��'�','�/%��� ,� ���/�;;,;�,,f'i,�,i'r;y�,r�%l; '�/"�i �''';y,-�,%�; � ,c � i, �,� %�i,% r��, � A El� I � IEI, E L 'I'I �? Field�a��k fc�r� o�� i�v��stigatio�a �d�°illing) w�s �ondu���d on F�bruary 25, 201.� and inc�udec� a site visit, suvsurface expl�ration, percolati�n tes9:s, a�d soil samplin�. The loc�tions of the�xploratory bo�ing� and �7�r��latic�zl ����s a�� sh��%�°� o� ��� Si�e �1��, �'i � e .A.. ��rir�� ���s �`�r ��r ���1or��ic��� �re �r���r�tea i� fi�ur�s f�11Q�ving the text in this appendixe�c��°in���v��°�lo��ted�n th�fi�ld�s�n��x��tzn�r�f�r���c��a�int�. "�'h�r�for�,a�tu�1 baring lo�atior�s may d�viat�s�ightly. In�en���l,our borin�s were perfor�n�d usin�a truck-inounted Nlobile�3-61 d1i11 ri�equipped with 6�/2 inch �-lc�llc�w Stein Auge�. Sampling in the borin�s was accoi�7plished usi�1�a lzy�lraulic 140-p�und han�ner with a 30-inch drop. Sainples wer� obtained with a 3-in�h outsid�-diameter (OD}, split spoon (California IVlad�f��d) s�znpl��, and a 2�i��h �D, �t��d�rd �'�iz��r�t��� �'est (5PT) s����1cr. �'��� rru�x�be� of l��ows r���ir�d�o�riv�¢h� salnpl�r th�l�st 12 i��h�s (c���racti€�n�hereof� of the 1�-inch�ampling int��•v�l w�r� r��vad�d�a�:g�e 3��r���lo��.�'h�'�lcw��ul���s����%����4���b��i�1���g�si�iv�ld i7oL u�ii�tel:���ted�s�Lai�dai=� �PT"�"valu�s,�orrections have not been applied.Upon completion,th�borzn�s w�r�b���fill�d with��ail c�tti��s. �ubsurface�onditions eizcountered in the exploratory borings were vi�ually examined,classified and logged in general accordance with the American 5ociety for T�sting and Mat�rials(ASTM)Practice for Description and Identification of Soils (Visua3--Manual Procedure D248�). T'his system uses the Unified �oil �lassification Syst�zn (L1SC5) for soil des�gnations. The logs depict soil and geologic conditions encountered and depths at which sainples were obtained. The logs also include our intemretation of the conditions between sainpling intervals. Therefore,the logs contain both obsezved and interpreted data. We determined the lines designatin�the interface between soil materials on the lo�s using visual observations, dri11��g pe�letration rate�,�xcavatir�n characte�is�ics and other factors.Tlie tra�isition betwe�r�inaterials lnay be a�rupt or graduaL�here applicable,the field logs were revised based on subsequent laboratory testing. Project I�1o. 3-215-0145 A-1 '���` ///�� � "fl�'/� "-"-:�in�:�,rin� �rr���p, ir;c, �� ��d �i� la�s��'��at�� ��t� aj��- i�isi� s ��t�r y al e��ri t�o W � �' � r1 dp¢ . �, � q.� � �,� �, �Tell-�;raded�rav�l�arAd�rav�?�sand Anlxtures, �� � � Cl�an �� ¢¢ri¢��fi Iittle or no fines. ° � °' �ravel� '�� ��:-� Poorl raded ravels and rav�l-sand znixtures, �, � `-� � � .,� Y�� � g � N � aa GI' �r�:�����:��;'-�: � � .� •� �=���,�r�;`�� littl� �r no fii��s e � � � �r �� � � � �' c� C�IVI Silty�ravels, �r�vel-s�nd-silt m�xtr�r�s. � � � �, � � �iravels ✓ �' '� Wit�Fi��� r�:.-, o� � � � �� :�.:,�:..�-` �������r���ls, �r�v�l-��nd-��ay z31��t�r�s. � � :� � � � _�� a. : �� �� VV�11-graded sands and�ravelly sands, little or no � �� � �. S� : . . :. � � � � �I�az� �ar�ds � ._�... fin�se � � � � ��=���'����� Poorly-graded sa�ds and grav�lly sands l�ttle or rao :�-:,:--.::: � � �.�.;�_�..��:: � \ �' N aa c� S� :":':...::°•�: � �` .� � ':.`=:.;� �21eS. � � � � � � �� � � � ra a rv•�, 7 � � � � � S�r��s�J��h ��°�l �ll�y sar�as, �al�ct-si���x�i�t�r�s � �' � � � :;� � � � � �i1i�:� ��, :-'�:cy'!'� . ,�, � .��:�,' ��ayey sands, sandy-clay�nxxtur�s. ����r,� -�,�d, - � �L In�r�ani� silts, v��y fi�e sand�,rc����flour, siiiy or � clayey fin�sands. � ����� a���"��y� _ .,.�.�};,� __ f�:�-~f -� organlc c ays o ow to me iuzn p asticrty, grave y ,� .� Liquid L,imit less than CL �.%� �' � u� � a �a�/� �'��}'�.%� clays, sandy clays, silty clays, lean clays. � � � � '� � OL ' , ' , � , ' Organic clays of lnediuin to high plasticity. .� � � � � � i � � �'" �'' � Inorganic silts,znicaceous or diatoinaceous fines aa � ��iri sands or silts elastic silts. �� � � Silts and Clays -���� �+ � � Liquid Limit greater than C�I �,�',;�-,..��Inorganic clays of high plasticity, fat clays. .,,�,%.;r�,' o JQ% �-,��.��� ;.��.�:'�.,-'�,. OH .�-`%�,,.�%��X%`f Organic clays of inedium to high plasticity. � f �,,r,,.�-,�.�.�� �:,,�.,�- ig�aly r�ani�Soil� FT � P�at,in�ck, and oth�r higllly organic soils. Consi�tency�la�si�ca�ion C��•anulcc�S'oid� �`ohesiv��oil,s L�escri�tion - Blows Per Foot(Corrected) Des�ription - Blows Per Foot(Correctedj IVIC� SPT NICS S1�T Very loc�s� <� c4 V�1� sof� <3 <2 Z.,00s� 5 - 1� 4- 10 Soft 3 -5 2-4 Il�I�di�u�n d�ns� 16-40 11 -30 �i�n 6- ]0 5 -8 Dense 41 -65 31 -50 Stiff 11 -20 9- 15 V�ry dense >65 >SO �rery Stiff �l -40 16-30 I�ard >40 >30 � IVI�S =Modified�alifornia 5aznpler SP'T= �tandard Penetr�tion T�st S�znpler a � ■ r�je�te Proposed Zip� Expre�� Car V�l��h ro�ect o: 3-215-0145 �li�r��: rr�p�r� D��rgr� r��p, Ir��o � ure a: A�1 L����i ne 2�111 Jef�er��n �ven��, �T�rne��la �A �� � y: �� rn m u . � vo �F`�. L) / Initi I: 25 ���� I � � to ater� t c� I�tione 25 f�et I � � � � � � � I � � � � tr to t rw ti e � � � � 20 40 60 �0 � ,_.�__ � � �round �urf�c� ��;�. ��y�, �����,, ;�-,.��¢y���,���;. �.,, °``x y` ;���°�%;ryti� ..o:�� ,/'��..,,�y.G��k .�d tio �'.� ,o o,4 wr w�H�.� a ,arr�G�u � . � \ i H. . _�__-_.��.._.._._ _ _ .. .. ... .. ���sC"�%��'z���i�.;� ���� ; � ;�`'o,��a�i�; __ � ',. �f"�'7 (l �t� '2 N A!'`G' �C�? � ��yg � �,�, �v � t t.4J BJ.J 9Y9V+J 1 ...� � ,, ,,,, ����H,� � � .�yd���� *���.% � it � . . . . �tiff; v�ry r��ost; ����gr�y9 ���,� gra����, _ Z' 9 / ..... ...... .. ..... .... / Qy, . y,ry .ii�ii��9cc gy, , '/),�4�H�,�,'�,/,�f ///�k��yG.Sul/ ��y G.5 ,i � ° ` z 119.5 12.3 fl��S 28 �, 1�4ediur� �erase; �nc�i�t; caliv�gr�y; fir��� - mec�iurn grained; with traee clay. _� � %��vcy��y ���,�"v,rd r v'°4� "���g�ti "' � �' E.✓��'i,��.,H� ���a�!,��f e���� xi��, , , -- , i e 'F � G� 10 ��rm; very moist; brow�; fine grained; with _� 21.7 SPT � �- - - clay. 15 Grades as above. - 7 �� - 19.2 SI�T � �_ p,��% �, �y� ;�.,�°; �y�'6.c,;Gy wu//i�%a',."'��a.y� ti,���"'r�§/.; . IVledium den�e; moist; gray; fin��medium ___ 20 grained. - 14.5 SPT 22 �� � __ __. �, y„�,,�y� 7�" $ �� ; ��/r��,.�;-, 2� .���;�'� ��,.�6/��'::°���'y%�l'�a��ti�i �%�`�G°&e<�"r% � � �,, � � � 14.9 �PT 31 � _� ense; saturat�d; �ray;fiine-medi�r� �rained; __�. � " graund water at 25 fee�. � . __ _ > ; rill eth e Hollovv Stem A�ager rAll �t�: 02/25/�015 ��';°'%"�' �; DrilE Ri�: �/lobile B-61 ��rehole �ize: 6.5 inches � � ... fi:�l J// . Driller: �P Drilling Harnmer 1"yp�e Auto Trip �����;;�;:, � neet: 1 0�2 e�ght rop: 140 Ibs.130 in. �, . � . Pr�jecto Pr�posed Zip� �xpre�� C�r Wa�h Project Noe 3�215-0145 ��g �ta ��cr� ��i � r�up, Ir��, i �re �.: -� Lo�ati n: 2�11� Jeff�rson A�v�r�u�, ��r�ec�ai� �A � � y� � rr� m u A 1 v. ( �w L� /�, I�it���: 25 fe $ � #h t ��r� t o leti�np 25 f�et � � � ,� � � tr ti t ri t� �" r� ' � _ Zo �.o sa �a ; � ;� __ _ _ � � ; � __ I �, � 3C� :: �r���� �� �huv�. - s�.2 �F�� �7 � � �� _---� � _ � --�-- , �� � � � , , I W �f y�,f�, y�i;.,��'; . . , I y ! - x� - �� Medium�dense; saturated; grayish brown; 18.7 �PT �' 29 % ~•. y - .:; medium�coarse grained. __ _ :.:;:;;; ��,r,: :�� ;,. 4Q ': Grade��� �bov�; unable t�sample due to _ : sand fiow into auger. �>,; ___ 45 ; �rades as �bc�ve; unable to sample due to .; �and fiow info auger. _ :�� � : Gr�des as above; unable to sample due to ��nd flow into auger. 50 ` __ _ �nd caf�c�rehole ' � �rill �ile�ha��: Hollo�Stem Pe�ger Drill D���. OZ/25120�5 � ,�,�". ��'''�`"��; Drill Rig: Mobile 8-61 �orel�ol��iz�: 6.5 inches ;% � �� ,��%;%,,,�`� riller: GP Drilling a �r T �: Ruto Trip ;� � f;� � i�eet: 2 of 2 �igh� �rap: 140 Ibs./30 in. � � m ■ ro�ect: Pr�posed Zip� Express Car Wash ro�ect o: 3-215-0145 �=�����e ��pire �si�r� �r�;�p, Ir�V. Fi �r� .o ��2 �o�ati��; 2�111 J�ffer�on A��r���, �T�rr��cul� �� �° � �: rr� . �a . I�v. ( �. � �I/A Ir�it��f o �rt� � th t �ter� � � letior�v Norte � � � a� � ,,� �, ,�, � :,� � �rr�tr�tian T��t c� � � �s�ripti�r� � � � °� � � a� � � H� 20 40 6Q �0 � _._____L----� .�� � � �r�und ��r�ace °�:C�;� �/yn;.,.��y i y�i Q�". �°,.�`q/�,9`�;,��y,,�G�'r. n��, �� '� a�i"5 r,f'y,y",�', �. . �.. ...-'�;, ,/ �;/'i.���G,:%%G,'E,.�i,Wi w,A�4,.d�ikrc 4kir ' °%�� EGkk��iG�i.wi . . . . „ ' y \�����y��'�o�""'.yi�u 6,���yh��:'� � ;��' e�w,��9��_�,_w -� � 9 i�i.v iv..> 'va�.ob.a �.t ,��a�z�,��,�b,., ti��.�ay:,; , a �,� � � / n �sz t2 nnr�� �� �„ _. z, w,,. ,, ,, �`�,��,��� �i`�%�,y �ti''G,���� �4 ., , . . ; ,�,� � �tiff� �erv rnc�i�t; ��rk gr��; fin�gr��n�� � Iy _� ..�.... ..... ! ......... ....... ........ ........ y a?°�/y � �,'sy i,��2 ���,w�y��; � I � .�� �,;, e.y vs � �...��,��; 113.4 14.2 IVIC� 18 ). 4Vledi�m ���s�; mc�e�t; brc��v�; f9n�-rr��diur�a _ � gr�ined; with clay. ' �;;;r��y�%,� w;°�t i';�; °e �x���E,��l .��s � 4���.� 4 4 �/ 10 ,oft; very moist; brown; fine grained; with - 22. �PT - - - - clay. _ v��!"�% H`�%�����i ���"`�0�� ��J �4�e� ,,:�y%,�`y�i �G��,u6 � ' Loase; very moist; dark gray; fine-m�dium _ 18.1 SPT 6 �% grain�d; with�race clay. � Grades as above. _ _ 20 End of E�arehole ' �5 �rill �9etho�ia Nollow Stem �uger Drill ��te: 02/25/2015 ;�;';��"��'�� , �� f , �r��i F�i�: Mobile Bs61 �or�ho6e Si��: 6.5 inches � ; � �riller: GP Drilling � Flao�rner°Ty��: Auto�rip ��f �-,� � �"/ if � �heet: 1 0� 1 V�e�ght� �rop: 14�0 Ibs./30 in. � A � 0 ro�e�t: Proposed �ips Express �ar 1Nash �r�ject o: 3m215-0145 �Ii���o �:�pir� ���ig� �r��p, �r��. Fi�c�r� ��.: ,�-�3 Lo�ati �: 2�11°1 J�fferscan �v�nu�, �Ter���ula � �� � y° r e u . I v. ( to ) /� Inpt� 9: �r�� � #h � -� a��r� t o lefii n: �I�n� I a� � � � � � � tr �i fi °�" � r� �i � � � 20 40 60 80 �_��_.�____ � �_ � �ro�and �urfi�c� %, i�cr � �w� ��� iq , � � ��E�e s� �./'/�'��¢�'�,' 4�,%#�� ili: moista brown; fin�-m�di�am gr�in�d; v�rith --I clav. � _ _ �_.�, �/ 7 n� � ��,� T��� 25 �5�✓��"`,��,' yti�H'� �¢��„f � � . Very stiff; v�ry moi�t; �ark gr�y; fiir��gr�in�d, I � '- y,�:�,�y �;<, s;e��, y�H;/%, ,. � q.g �n�+ �j � ,/rG�i,�,� c�,v��4.�'�'.,� '�.,,�i„/�it�sy'� ! !.Q !Vli.r� al.�3 �. 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Vi � C � � �2, Q � � � �t? .� � � � .� .�. _ _�_ � O � O N � � C � .� '— p� � O � � I � � � � � ��., � � � � ��'��, a � � � � � ---_------------ - -- ---- o � � � a � � � � � � ---- --- ---- ------- �— --- — � � � ------- ---- ---- - --� _ � � � � � � � — o^, -- -- ------- - -- - - ------ -------_-_-- ----__ ___- ____ � � ���y/n�, �(/�'\ � l�V - ______ __-' - - -.__ _-__ ___.e_�-_�• ,r � � ` ' � � � p (n '� �{ � �I � � Q _ ___ _�.___� ----_ ____.�- --____ __�__ _____ ° � � � _ ______ _____ _a___ _ _ � .� � � F�- � � � � �. - � � � � � � rs� .�, � C7 �u-� -- ---- ----- -- _ ______ ______ _____ � � �.+ F- � .�' o � ,,� �u ✓�' � �q in� _' �� � •O J c��a -� � C° � � � ,� �ct, �,s e�vacs�_---- --- - p__--- --.,_�m ---- ----- � � �� .�osma�____s_ ______ _ _ . � �� _ __ _ _____ _o___ _a�__ W,�_.� _____ _____ ____o ______ _a__s � � �� � U� e� � _� � � � � .� � o ____a�_m____ _p____ mp__-� ------------ ------ ------ ----------- •a m ._. N _o o__.... ---�_--_"_md ---- ----- ---p- --___ __.._�_ -�---- ----- � Cn�' �r C .� � � � ,,,,, ______ _______�._o__ ______ __�,___ ____________ ______ ______ ___.�__. � Q �--m_ _____ __a__ _____ _am_ m_.._m_ __o---_---o_ ______ _____ _o___ � N - � � ,.. ____o� a_w___p_____ ______ s�__.,_ ____w.�_____a ______ ______ ______. C/) `-1 � � __ � 0 0 r � � � � � � � � � � � O O O O O O O O O O O o a a o 0 0 0 0 0 0 0 a cn o� r. co �r> �d- c� c� .- 6uissed�uaaaad � I��� �I� L,� I (�.ST' 422 vvi� �ut y ro eter� Si����i�� �r°�i���Si��, ��°���a� �s�i�� 1 1/2�in. 37.5 100.0% 1-iz�e = �S � IU�.C�'/Q .�%�-in. 19 l OQeO% 1 J2min, 12.5 100.0% �/�-in. 90_5 1QQ.n% No. 4 4.75 99.0% Na. 8 2.36 92.9% No. 16 1.18 72.9% No. 30 0.6 54.3% No. 50 0.3 34.3% No. 100 0.15 19.2% No. 200 0.075 10.5% Frc����ed Zips Expr�ss Car�ash, 2�1�1 Jefferson Av�nu�, 'I,�m�cul� �.A. ro�ect ��°� 3� � � 14 or� : �1 @ ' .. �.;,,�1'l�'�%,. /f�,lyl�l5.. � . en�ineerir�g gro��, �nc. _: v � � 0 � o � ._ � .o � � � � � �., c� v� � �, � � .c c� � I .� ,_ a �, a cu — � � c o � ; o � I � � 4,, � CJ � % � � � f�� � v r� � f,, � � �,i/r...�.. r � � i � � T � '- ____'___' - � '__-_- � -' (� '9 I � 1 ' � � � � I � � '_'_'_'__-' '_ _' --_��' _ '_'__ � . .. ..�...s._�_ _ ' � � � � . ___'_ _--"_' � � F � � g__ ' � H� o .. ...a..,_..mm�._-__ __�m�m __ __e.m \/Q�� � � � � s� �.� .._____ _.s�._�_______ ______ __�_� �..�.... ... , .-' � !�/ _ -_ ._.___.._._.....___._-. � 8 N - r N P� � � � i ci � � � � � SJ� p 'c� c� CJ o - ----- �____ _a_��o o_momm --�v-- ----- ------ ______ _ --- _____ . � � � � h `� �p �. c „ � � � � � � Q � � �� W � -- ---- ----- --- ------ ------ ----- c�3 �—, ia — � .�`� ; .__ ___ �, � � � i � p� � � cn� � �� � O � � � � � � °� �`� � �cs� ..______ ___ _____� _ossv_ _�_m-- ----- --____ ______�_-_--- �---- , G, ces - �r � � � �Qp __ _ _____v____ __��__ _�___o _�.v___ ______ _____ _�.___ o____ � ----- v��i� c� � U� .� �- - � � s � �. --�a�------- ------ ------ ------------ ------ ------ ---------- �a �� N m ---_�- ------ m�o-- ------ ----- ---- ----- ---- ---- ____ � � - - - - - - - � � �. _____� _s_m_-o-o--- -___-- -a____ ____________ ______ ______ ___s--• � g- '°� cA {� � _ ____ _o___ _____ _00�_ 0__�m ------ ----- ---- ------ _____ � } � � ---- ,- _- ----___�___- -----�- --m-�- ------'-�---- ------ ------ --�---� � � i � � _ � ..�.___ i — 0 0 T q O 4 O O O o Q � O � 0 0 o a o a o 0 0 0 0 O (� oJ t� c.p t.() �t M N .— r 6uissed�ua�aad IEVE A �L,�' I ( �' 22 v�ith��t y ro �ter) Si�����i�� ���ic1�����, ��-���� �s��r�� 1 1/2pin. 37.5 100.0% � � 1�in. 2S 100.0% ���-1T1, �g ��Q.�plo 1���121. ��.5 I�Q.Q% 3/8-in. 9.� 1�0.0% No. 4 4.75 99.6% No. 8 2.36 96.9�'io I�o. 1_6 1.?8 �h.�% No. 30 0.6 66.7% I�1o. 50 0.3 37.1% IVo. 100 0.15 15.5% I�o. 204 0.075 �.8% r� os� i s � ress ar° as , 2 111 J�ff�rson Avenue, T� ecula A � ���t �r. 3� 1 - 1 ��i �0 �1 � 3 a , �,, �� ,,, ;��� � �%'"��"f�� �r , engineering grc�up, inc. � � � 0 c� � --- Ci .Q . � � � � Q, t7 � � � � � .� � � — v� � i ..� ._ r� O 4� � Q N � � O � � C C] � `,�, tB l. I � � � � � -- --{-- - — — � � �. Q3 % � �a' r OO �,1 '�, � � � r. —}--_____ —�— � ..... T— I — -----f----- ' -; o � I 1 � � � I � 1 � _ ___ __ ________ __ __________ � ____ __ _��____ 1 � � -� —{-- -� � � _ ______ ___ __ ____ _ ________ � o _ � - +-- � � �, .� - � � Q � � � c� � � o __t,------ ------------ ------ ------ ------,--____ s__-_- __---- _--_ � � ---___ _- --- - - � - N � a . � � _ � � � F� � o -- -�-_� ----� ------ ----- ------ ----- ----- ------ ------ --- .� � � � � �" � I � c N � � L � ..�„ � � � I � '� �" O .r�l W QI � � __ ---- ----- ------ ------ ------ --- 6� � �'+ � � G � � � � � � q�j� � �.e .� �� C� O � �� �� � � � o,! c�a �v� r� � � � � � �c�, .�.� �av____aa___ _____� ______.____ ____� ______ ______ _____ _____ � �� � cri � �� __ _______�o__m �m_m _a____ �___.._ _____�______ ______ _s____ _____ a� � i � � � � U� .� �y- _o _ � � a� v� � M ____________ ______ ______ ____________�______ ______ ____________ .�, � .� N -- —____ _^'--- ------ ------ ----- __--- "—__ _^--- ------ ---- � � �� � � '� � � � ^� .e, ______ ____________ ______ ______ � ______;_--m__ ______ ______ ______. � � �m v_sev_ m_m__ ----- ----- ----- --m_��!�------ —___ ___�— ____-- � N — > � i � ---- ,_ _.� _________�__ __a___ ____�_ ____________ ______ ______ ______. � `-9 � � _ � �_ _ � � O r 0 0 0 o q q 4 ^ e o � Q Om p� O O O �Q O N O O 6uissed}uaaaad Y IEV� AI�AL,4T I (A T 422 w��ho�t y r� �t�r) �i����i�� ���i�l� �iz�, ����i�� ` �s�i� 1 1/2�in. 37.5 100.0% 1-il�. 25 1 Q4.0% 3/4�in, 1� 100.0% �l2-i��. 12.5 � 1QO.f$% 3/�-i�. 9.� 10�J.Q% 1�10. 4 4.75 97.7% No. c� 2.36 78.7% No. 1_h 1.1 R 5Q 1% Na. 30 0.6 23.3% No. 50 0.3 6.6% No. 100 0.15 3.1% I�o. 200 0.075 1.9% ro �se � s � ress ar as , 2 �11 Jefferson�Avenue, 'T� e�ula � I�ra�e���u�ber. 3�215-0145 orin�o �l � 3 4 �'''., %f,� ��� y i engin��erir�g �r��p, �i�n�c. _... ._...... .c . . f � m � . I'roject I`�uznver: 3-215-0145 �'ropos�d Zips Expr�ss Car�IVash, 2�111 Jeff�rson Av�nu�, T'�n��cul�Cy1� T�at�T'est�d: 3/S/1� Saanpl�loc�tzan/I��pth: B-1 � 0' - 3' ��z����;I�1u�nb��: � S�i1�lassifi�a�ion: �laye� SILT (�IL,j '�r°i�l# 1 '2 3 `�%v�ighi af�oi1�r.ivioidA�;�1�s 5�i.3 Wei r]Zt of I�o1d, lns 1$7,0 � � � i�eight af Soil, gms 404.3 l�V�t Density,L,hs/�u.ft. 121.9 Weight of Moisture 5alnpie(VVet), gins 300.0 VVeight of Ii�Ioistur� Salnple(Dry), gms 272.1� Moisture Content, % 10.3 Dry Density,Lbs/cu.ft. 110.6 Spec�fic Gravity Qf Soil 2.7 Degre��f�a�,ar�tic�ns % 52.9 Ti�ne Inital 3tJ min 1 hr 6 hrs 12 hrs 24 hrs Dial Reading 0 -- -- -- -- 0.083 Expa�nsion I'atential'�'�ble Expai1S10T1�i1d�X ineasureci — $� Exp.Index Potential Exp, Expansion Ii�d�x So = �5.6 0 -20 Very�,ow 21 - 50 Low 51 - 9� I�1ledivan � Expans�on Index � �6 91 - 13o High >130 �ery High ,����,, ;�;��,J�t.,,, ,�",;,;,f _ ��� �,.r�f��, .��r� = rs,:�r� .y�Er� . . �� i � s 7 � � l r s / Prop�sed Zips �xpr�ss �ar ash, 2�111 3�ffe�°s�n Av�nu�, �'�rn�cul� �A 1�roj��t I�T�I�-��P�°: �q���P��4S L�ate; 1/27/15 Soi1 �1as�if��at�c�n: �layey SI�,'T�' (IdIL,) ���-i �� ��� ��' ����������i��� ��l��i� �����i�� � � � 4� ��° �a���ti ��� l l a. �-1 @ 0' - 3' 750 ing/Kg �9 ing/I�..g 9.0 1b. �-1 G 0' m 3' 750 1ng/Kg 88 ln�/I�g 900 1 c. �-1 @ 0' - 3' 749 n�g/Kg 8� m�/I�g 9.0 �verage< 750 g/I�g �� mg/I�g 9.0 �,�r, � ;!��''�,,;., ,�,';�i, ��- ���� �� 4J._f y.i.� [�.r//3I�� ��.f..G y�/�i;!'!-.r, ..t�I.f.-.. � � � S - 1 7, �'rop���d Zips��pr��s ��r��sh, 2�l�1 J�f��r�c�n�4.v��1��, T�l�1c��.la�A I'i4oje�t I�ur�b�re 3�21 S�O l�5 Date T�st�d: 3/5/IS Sample Lacation: �3-1 @ p� � 3' Soil Classificatio�l: Dark gray Clay�y SI�T(IliIL,) Sain�le/�u�v�Number: 1 'T��t��thc�d: 1557 1 2 3 I��ig?���f T�I�ais� Sp��izrA�n�r.l���ld, �m 4234.5 4�309.1 42��.� �eight of Coin action Il�Iold, gzn 2264.2 � 2264.2 � 2264.2 � W�aght of Moist Sp��im��, gr� 197Q.3 204�.9 2021,3 ��lu�n� �f��.old, cu. ft. 0.0333 O.a333 Os0333 Wet�7�nsity, lbs/cu.ft. 134.4 135.4 133.8 Weight of Wet(�oisture) S�mpl�, �m 200.0 200.Q 20Q.0 T v'�l�i��f�iy(ivi�i�'t�tar�j ���plt;, �1� ��14� �7$,� 1"7�,� - Moistz�re �ont�nt, % i 10.2�'/0 12.2% 14.l% Dry I)�nsity, lbsicu.ft. �1�.4 120.7 117.3 150 , a , • �� � � li�Iaxiinurr►I)ry I3�nsa�gra 121.0 Ibs/cu.ft 145 �, ', i ` — `, . Optimurr�1l�Ia�istu�-e Content: 12.0 °/m e � a 14Q ', a � , a a 135 � �. `� � ` s � ` � � ` � ��� ` � � y� a ♦ 4-+ ♦ � ,� � � a ` v w ° � 125 • • � � � , , � • � � �, . . � 120 ` a� m � __ � ' •�, � " . �y�,' , ". � . . � 115 . , , �. �a � "s s 110 ' �, ' � � �. q " « � . 1Q5 .� .� 100 - ` .q 95 0% 5% 10% 15% 20% 25% It'Iaisture�o�►t�nt,%af�lr���'ei�ht � �,i��,,,,. ; � %';;/ ;s _ � _ � f t v !��:�t �i.tf i 3 �h�. ,� .�-,/s e. %Y4 r`, i 4;ta?r. '�� , „,, ,w �, 4 >k„ o 4 �� �� � y �� � � yJ 1y '� �Yy/, � ,iki„'� �kV/� ' .•� t ' � ;� .� X� ff � s: �r /;'% � %� �: G �� f j ��5 r�- j;,, ��ii f� %,. � � ��,�: �.. 6`< � l � r �°� fy i .�' ����� ������ � �� s�'�,�� <c,��� �� ' � �����„ �� , � �:��,������ �.�:,v , , ;`i ����s%����r��yr;/��"��'' ,✓��% �% �� � rt„�. � /✓' ' � %�/`� �, � y;',� .�' ,"��r'/`"',r''�,,�� �. ����� '�l��/1'.'; �,;�'�� ,,i��y°�',�,� .f f��� � ,, � '"" ' �s� .� ,�,�, '';� , �� ,',F,,���f � �,�''� ,,!;,,� ��,���,,,,�,,r�'�'����'�`'� �/t'�,/''�%�/��,'f'�✓'�f.✓r�f'��r/x'',' �✓l r"lf �Y�//� /�// �'��";�,,,'�j/�������/r�'� ,.fr�����' �/�r/.!�'^'��' /r/,x�,��'�i�%��'`//��'r�i,r�.�j��'',�/ �/r`%��/�t�:./r`�j`��,�!�/���rf'fi,.`/'�`f�"�,i`�`�'�r/�/f ir�y f�i`rii%f fr� %�.';//�r'�..�/�l�f�'.�jyr'i%l�!/}f � ��fi �, ��..�, /i,�`rf!i � t�rf/��` rir . , „„l ��la.��r//r.rC._ ;%,,.a/r,ns.:'.i'z�!;.z.ir„��z_G..,�c„ . r/i�/, ��.r/r�r� i�f�i�f�,ii�/l F��%''!� /j ;r� i� %�j �i i ii;i��'/f�//�;f/-/�'/j.. ��� ,,�f�i' r •i'�`� r l' i/� . / � r/,i � �'r �,a /�i,�i rj/�ri;. �. �� j ' i i� / ' � . �'y/ i';��. ��r � l�f,� �� . i i/ �' /-/, ////�:� .%,�/ '�%"f//�f/��r,'��r'�r: ��/�y�%i/,il,,rrG,'�/r��,�''�r-. f �/�`'���'��,�,�����i' /,i l ,''�,�/�/,'��/�� %r/i "��/,j// '�. {,. •, s���, y 1/✓' ; ��';'����� , ��.r�y�r �� ,� � ''����� x '�' ��,% �r � �//'i�,� ' �� �!//,/�,�y//,,���ll/ /i �„%/'r�/" �/;�f/�% %'/ � r i.��.,"f���i'/�l'� i%� i/.�.;.!.'���J r'.✓/f��/�'�l /Y ff ��J.r%r"��..^�i'/l�'"�'�'��l`�J I if,�'% /„1{'f r� ���If��;. ' �'�i'`�',%�"%; r' ��; %� " ��... ,..��r,.. . :.. ����� ��� .,.. �� 1\A:d .� .e� � .. . . L"�.1.\.. . Y�d .. ry���� d�.!� .���"�.�..����1�� �Vher�th�t�x�of the�°eport con�i�ts with the�er�eral specif dations i��h�s�pp�n�ix,th�r�coin�n��d�tic�n� in the repor�have precede��e. 10 S� E m °These specifi�at�ons �nd applicabl� pla��s pert�ii� to �nd iraclud� all earth�ork assc�ciated with th� site rough gradi�lg, incl�din��bux�ot liznit�d to,th� furnisl�ing of all l�bcsr, ���i���Id�q�i��c��t����ss�ry zor�i���learing and grubbin�,st�ippi��,pr�para�i�n of foundati�i1111a��ria1� fc�r re��aviilg fill,excavatior�,pr����sin�,pl����n���anc��c��np��tic�n of�11��c�b��kf 1���at�ria,l��o�hP lil��s aild grad�s shc�um on th�project grading plans and dis}��sal of�xc�s�materials. 2. �, CE4 Th� �ontra�tor shall he r�spc�nsibl� fc�r the satisfactory c�l�aa�7letion c�f�11 �ar�hw�rk in accordance vvith the�roje�t�i�ns and specifications. `I'his v,�ork si�ail be ins���t�d and t�sted by � repr�sent�tive of SALEI� En�in�ering C�ro�p, In�orpor�t�d, hereinaft�r refe�-r�d to as the Soils �IZ��neer and/or 1 e�tin� A��r�cv. A.�tainm��t o�°desi�n �rade�, �vn�n aclli�ved, shall b� c�rti�eci �y tk�e praject�zvil��gi�ze�r, �t�th th� �s��ls Er�gii�eer a�i�i tp���ivi�En�ine�r�r�the���er'���p��se��a��ves. If th� `��[�trac�U�=���ouid iaii tv rn�ei th��e�i�ni�a1 ar desz�,m r�q_uir�z��n�s�l�bc�c�ied an this ciocumerit and c�n th� �_��licabl� �la�s, h� shall ��k� th� n��ess�a� adjustm��ts �atil �11 work as deeined sati�fa�t�� �s de�ennined by both th��oils�ngine�r a�d thE Civil�ngin��r. I�1c�deviatian froi�these s�e�i.�catiaz�s sl�all be lnade ex��pt upon written approval of the Soils En�ineer,��vil Engineer,or proj�ct Architect. I�o earthwork shall be pei-form�d wathout th� physical pr�sence c�r a}�prov�l c�f the Soils En�ine�r. The �ontractor shall notify the Soils Engineer at least 2 working days piior�o the cvnunencement of any aspect of the site earthwork. The Contractor shall assume sole and complete responsibility for job site conditions during the course of construction of this proj ect, including safety of ali persons and property; that this requirement shall apply continuously and not be Iimited to normal working hc�urs; and that th� �c�ntiactor shall defei�d, ind�ir�,nify and ho�d the �wner az�d the Engineer� harmless from any and all liability, real or alleged, in connection with the pet•formance of work on this proj ect, �xcept for liability arisin�, fro�n the sole n��;ligence of the Owner or the Engineers. 300 '�'E��I1�I�.A.I,121,�LTIIi�1VIEN'I'S: All compacted znaterials sha11 be densifi�d to n�1es�that 9S percent of relative compaction(90 percent for cohesive soils)based on A�TM D 1557 T�st Metl�aod{lat�st editaon), �.JBC or CAL-216, or as specified in the technical portion of the Soil Engineer°s report. The location and frequency of field density tests shall be detennined by the Soils Engineere The results of th�se tests and colnpliance with these specifications�hall be the basis upon which sati�factory coinpletaan of�vork �rill b�judged by the Soils Engineer. 4. S II�� F" ITI`� � I N � 1�1 I'I'I 1��: The Contractor is presuzned to h�v�visited th� site and to have familiarized hims�lf with existing site conditions and th��ont�nts of the data present�d in the C�eotechnical Engineering Report. The Contractc�r shall lnake his own interpretation of the data contained in the Geotechnical Engine�ring R�port and the Contractor shall not be reli�v�d of liability for any loss sustained as a result of any variance between condition�indicated by or dedu�ed from�aid r�port �nd the ac�ual conditions ellcountered during the pragress of the work. Project No. 3-215-0145 C-1 �� � � `f e.,�;in�er;n� irou«�. i��r� 5.0 i1S'I' C 1�1'I' i.,: The work includes dust con�rol as r�quired for the all�viat�on or preventaon c�f ar��c��st�u��������or�.bout Lh�s�t��r th�bc��°c��r ar��,c�r�ff�zte if°�aus�d by th����t�°a�:tc��'s�p���t��r� �itl���° du��n� the perfot�nan�e �f`t�� ��r�h��rk or re�ul�in� �`r�ln tlz� �oz�ditic�n�s in which t��e �o�Itractor l��ves th�si�e, 'I'��Con�ractor shal�ass��ne�1��i�bility4 in���ding�out-��o�ts�f codef�ndan��,for�11�laiins r�l��ed t��i�zst�r�vind-b1ow�1nat�rials a�cr�butabi�to his vvorl�. Sit�pr�paration shall�onsist of site cl�aring and bb�n�ai�d prep�r�tior��f fc�u�d�tic��in�t�ri�1�f�r r�c�a�aing fill. 64 I�E�-i � A� I1 �I��q The �ontrac�c�r sh�ll accept th� �ite ii1 thx��ar�s�nt c�ndition and sh�ll d�molish�nd/or r�inovc fi�orri th�ar��of desi�ated�ioj���ea�thwc�rk all s�a�uc ��,both�u�°f�ce and su�surface, trees, brush, roots, debris, organ�c �natt�r and all other znatter deter�nined by the Soils �7��in��r�c�b�del��:�r�c��s, ��ch�����ri�is s���1I�ec,c����a�i��pr_c���r�y c�f th��"ca�tr��icar�nd sh�11��r�r��v�ci froin t���site. Tr��r��t s�rstezns�a�prop���d iznprove��n�rzt ar��s �ho�l�b�r�znov�d tc�� z�i�iznu��� d���h�f 3 f��t�r�d�o such an ext�nt wh�ch w�uld p�rl�z�t reznc�val af all ro�ts�r�at�r than 1 inch in di�meter. Tree ro�ts reinoved ii�par�.ing areas inay be limited to�he upper 11/2 feet of tlze ground surf�c�, �3��kfi_11 of tr��root�x�avatinns �S '�'�^,�� �`i��'bi;aLi�a`�a ui2�li uii E'n�vSe�£� Siiii�CcS ii�d� v��i1 iii���4:�LGU �i1C1 i,ItC �Ullg �Il�l"Ii��T I� �7I'�S�I1L 1(3�° L�CI� �rc����- control af backfill placean�nt a��d cotnp��t�on. �urriing in areas whi�h ar� to receiv� fill rnat�ria�s s&�a11�Zo�be��nni�ted. 7a ��7 � E 'I'I �1m �urfaces to rece�ve En�ineered Fi11 and/or building or slab loads shall be pre�ared as outlined ab�v�,���rifi�c_l to a 7�1i��il�nv�n�f 12 inchPs,in�isture-��nditio�l�d�s a�ece���ry, and r�compacted to 95 percent relative coznpaction (90 percent for cohesiv�soil�). Loose soil areas and/or areas of disturbed soil shall be snoisture-conditioned as necessary and recompacted to 95 perce�it relative coinpaction (90 percent for coliesive soils). All ruts, huininocks, or other uneven surfa�e fPar,ares sha�l hP �e����1e� �;� �u�f�:e b u���g Y��or tc ��acu�en� �f any ill �at�rials. All ��eas whicll are to receive fi11 inaterials shall be approved by th� Soil�Engineer prior to the placement of any fill znatexial. �.0 E��A�A'T'I �: All excavation shall be accomplished to the tolerance normaliy defined by the Civil Engineer as shown on the project grading plans. All over-excavation below the�,�rades specified shall he backfi�led at the�ontractor's�xpense and shall b�compacted ir��cco�°danc�with the applacabl�technical requir��nents. 900 �'�LL, A� FILL, A�'E AL@ No material shall be lnoved or compacted withaut the presence �r approvai of the So�ls Engineer. Material froln the required site excavation znay be utilized for COI1StIUCt10I1 Slt� �111S, provided prior approval is given b� the Soils Engineer. Al1 materials utilized for �onstru�ting sit� fills shall be free froill�egetation or other deleterious lna�ter as det�rmined by the Soils Engineer. 10� IJ.��E El��', S Il�� C A�'�'I Na 'I'he plac�znent and spr�ading of approved fill materials and the processing and campaction of approved fill and nativ�mat�rials sha�l b�th� responsibility of the Contractor. �ompaction of fill znaterials by floodin�,pondin�, or j�tting shall not be permitted unless sp�cific�lly approv�d by local code, as well as the �oils Engineer. Both cut and fill �hall be surface-compacted to the satisfaction of the S�ils Eng�neer prior to final acc�ptance. � Project Na. 3-215-{?145 �-2 �',, ��;;ineerinJ is"u�� i^c. 11m0 SEAS I�AL LI I'I'S: No fill material shall be placed, spread, or roll�d while it is froz�n o�° ���1�✓in�, �r durin����f�v€�rab�e�,���B,�e�th��c����tioi�s. �,�Jh�� t��w�rk�� int��i-��t�d i�y h��� r�ir��g ill. ���l�tic��s sh�l�I�c�t b�r�s ��c�until t11� Soil� �n�in��r indi�ates�17at t11e mo�stur��on���t�nd c���lsity c�f pr�viousl�plac�d fill is as sp�cifi�d, 12. EFII�I�TI NS - T'he t���a "�aav�ane�t" shall include asphal�i� �on�rete surfa�ing, unt��ated aggregate bas�,and aggregat�subbase. The term"subgrade" i�that partion of the area on which surf�cing, ba��,o�subbase is to be placed. The t�rm "Standard Specitications�g: 1lereinafter r�fe�red to, is the lnost rec�llt ed�tion of the Standard S��d��`a��t���� c�f th� ��at� �f�al�fc���i�, Ia�pa ��� uf""�"����p���tic�. T�� i� "��l��ive c����cLi��°, r�fers to the field density expressed as a percentag� of the inaxilnuin laboratary d��sity as determined by ASTM I71557 T�st Method(lat�st�ditic�n)c�r C,alif�rn���'�st IVI�th�d 216(C � �-216),as app�icable. 13e� P�P�3It.��'It3�C)�'I'��StT��I�DE-Th�Contra�tor shall prepare the surf�ce c�f the v��ic�u� �ubgr�des receiviilg�ubsequent pavement courses to the lines, grades, and diinensions givei� on the plans. ��1�Lit��eT' ��, 112��1e� tlf t���Ctrl c�7h��c�.�1?Pr�P�fh thc�.rna�,P��nP�4 cP�t?��; uh�l� hP ���'`�i�'c4u��;��C; u a`��11�A7'���"� r�l��ive compac�:�or� of 95 percen�bas�d upon A���VI II�1557. Th� finished subgrad�s shall b�t�st�d �nd a�p��v�d by the �o�is��Z�in��r prior��t11�p�ac�rnent of a�dition��p�v����i1t�o�s��a 14. A CA'T'� �SE - The aggregat� base i�aterial shall b� �pr�ad ai�d coznpacted on th� prepared subgrade in conformity vvith the lines,grades,and dimensian�shown an the plans. The aggregate base lnaterial shall confonn to the requireznents of Section 26 af the Standard Specifications for Class II zn�t�rial, 3/4�inch or 11/2-inches maxiznum size. The aggregate ba�e material shall be compacted to a ��� nunim�uln relative compaction of 9S percent based upon CAL-216. The aggregate base material sha11 be spread in layers not exceedizlg 6 inches and each layer of aggregate lnaterial course shall be tested and ap�rn��d b;the S��?�En��nPPr�r��r to t?�.�',.�.r'.1�C�:r�'i'�t cf�ucce����rv iayer�. �5.0 r-�G� GATE S�IBBASE - Th� aggregate subbase shall be spread and compact�d on th� pr�pared subgrade in confonnity with the lines,�nades,and diinensions shown on the p�ans. The aggregate subbase znaterial shall conform to the requirements of Section 25 of the Standard Specifications for Class II Subbase inaterial. The aggre�ate subbase material sha11 b�compact�d to a nunizn�.un relative colnpaction of 9S percent based up�n Ct�L-216, and it sha11 be s�r�ad and compa�ted in accordanc�with th� Standard �pecifications. Each lay�r af aggre�ate subbas�shall be tested and approv�d by the �oils�n�ineer prior�o �he placeinent of�uccessive layers. �6.0 .ASP 'I'I� � N� T�; ��J A��I�1G - Asphaltic concrete surfa�ing shall consist of � mixture of inineral aggregate �nd paving grade asphalt, lnixed at a central mixing plant and spread and cainpa�t�d on a prepar�d bas� in �onfoi-�nity with the lines, grades, and diinensions shown on th� plans. The viscosity grade of the asphalt shall be PG 64-10,unless otherwise stipulated or local conditions warrant znore stringent grade. The inineral a�gregate shall be Type A or B,1/2 znch rnaximum siz�,mediuui�l gradirlg, and sl�a]1 ��nform to the require�n�nts set fo�th�n Section 39 �f the Standard Specifi�a�i�ns. The drying, proportionin�, and lnzxing of th� tnat;�rials sh�ll c�nfoz�n to Secti�n 39. Th� prim� co�t, �pr�adin� and �oznpac�in�equipment,and spre�ding and co�npacting the mixture shall conform to th����pl�c�l�l�chapt�r� of Section 39,with the excepti�n that no surface course shall be placed when th�at�nosphez�ic teznperature is belo�50 degrees F. The surfacing shall be rol�ed with a combina9ion steel-wheel and pneumatic rollers, as described in the Standard Specificatians. TIZe surface cours� shall be placed with an approv�d self- propell�d mechanical sp�eading and finishillg�nach�ne. Project No. 3-215-0145 C-3 ����� � �� �;>>;;inr�er,�J „ruuz;. i�;c. ! 7 � b^m^^" p��y�.m1 �d � � p.�,a�o y'+ �,"" V�later Quality Management P1an(WQMP} Uptown Temecula Auto 5pa TM 3751, Lot 9,PA15-052Q,LD 16-066� I : 1 I I II Pha.s�t�nvlrc�r�rn�r��al SitP����ssrr�ent�r�ther lnfarrrr�r�'�.n�n P�st S�tp U�e eq.�_ ,„, ,,,,r , ,,,.;, ,,,, . , ,._�,, :- , ,,, ,, „., ,,,,,,, ,,,,,, . .,,,,,,,, ,, ,,,>„ : . „ , .r r, , , , r,,,,,,,,,, , ,, ,, ,,,,,� f ,��.�;., 1 , r �Y f / / .. Y �. /� //�/i�.ry,i„�/ .�r f / , �'/'. / 1 / . 1/ //. /,.r...'/f/%' � ./l/./r / / .�� . J. l. /./ / � / � l / / / / / �.'./ // ll^'! �//" n,//f /�/.J .rJ�, ,✓ !� 5' � f/;.. ,/ . / /:'l;r,; /�,f.' �'/ f�,,. „ /`/ . /. 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�eq���ted �7oc�r�ents �nd Inforrn�fiic�n .,o..w.............................e.....e............ 11 3.2 lJ�er �ravid�d Ir��c�rmafiion ....o........ew...ee.e.oe........a..a...o.o..o..00..aa,........o.voa....4e. 12 3.2.1 Fnviror�r��ntal �l��nu� Li�n�......e....................o.....,................................,..13 3.2.2 �c�ivi�y ar�d Use Limifiations.............................................................o..e....,.e13 3.2.3 �pe�i�fized Knowledge or �xperience........................................................13 3.2.4 F�eason for �ignificantly Lawer Purch�se Price.....................e.........e..........13 3.2.5 Cc�mrnonly Know� or Re�son�bly Ascertainable iraforrr�atic�r� .....................13 �.2,6 C�bviousnes� of Gcantamin�tican.eoaa...ee.em,.,.a,.....Aa,oao.o..a...e,.,.e....a..........a.,..,..13 3.3 �ontinuing C�bligatior��..,..e..e........o.........e...a..............ee..........s........e..,.o....oe.. 14 4,0 F�EG�R[�� R�i/�EW .........oee...o.eo,.....w... a .e4e.a.m.o....oee.9..00..oAe.e..,00a.a...o.me.....oe.Amo.ew..a 15 �.�e mC�"6i°�ylai��e ��atiar'!� .....,00.o.om,o.e.,.,.a................noo.o........,,.on.paoo.a.,a.....,a..,ee.,...oee...o 1,".�.� 4.1.1 Physical �etting....a......................a...,..........e.......,o...........,.a......,...,..........e..15 �� �onver�e Project No. 15-16-101-01 1 � Copyright 2Q15 Converse�onsultants 4.1.2 �eology......................................................................................................15 4.1.3 roundw���r ..,...,....e.....e„m.,e.............a.,...a,,.a.e..,.e..e.e,.seA,....,w.,.�„a..,aa,ma..aaA,415 �.1.4 Pot�ble Vil�ter ��sppli�r.................e...,.,..e.,.e.,e,..e.,..,......,.,..,,.,,.....,ae.,a.,..,.e.15 �,2 F�i�t�ri��l ��vieuv .....00.......an..aa..o.a„e...oe.w.wn..oe.....,...a.e....,e.e..00noe.w.n....m..,e.�o..ea 15 4.2.1 l��rial Phc�tograph �r�d ��p �evi�w e..a.n,.a......,,..00,e,a.a.9„ee,..,...e...e.ea...na....,.�5 4.�.2 �uilding P'�rrr�it R�v��vv...a..oa.a..,o..°o,o,.e.oe,e..,o..o.P..ee.oa......,.,o.,.ao..e.oa..ee.e....o0.017 4.2.3 L�ata Failtare,..e...................e..4,.....o......00..o..o..,.o..o..................e......o..e...........18 �.2.4 ��ar�r�nary of }�i�toric�i F�roperfiy 1.1��,.o...a....................................................1� �-.2,� ���rr��r� of ���t tl��� of�djoi�ir�g �re�p�rfii��..e.o....................o.e...e.e.e......1 4.2e� �ur�mary�f Past lJs�� c�f the urroundir�� Are�..o.o...00.e.....m....a..meoo...oae...°o1� �.3 ����..alt� c�# �r�virar�rr��r���l ����rd� �o�ar�e� ��vie�v.............e.,no.e..........a..... 1� 4.�.1 �rc�per�y Listings ......ee.o.........e................ ...........o...ee...o...e...e.a....,..e......,.19 4.3.2 �djaining Properties........................9, �4 ,4...,,,se,en,e„a„en,.,.�=a,e�,.o,a�,a„�,�.,no.20 �e�.� �zner�n��i�� ����i6�ar�� �T�c�r���rr�..__,.,..n. „_,_�._.a,.a,,..=_,�a.aes,a.waoo.oeeaaewa.�� 4.3a4 C�r�h�r� Li�fiin��o...aw..,...o..e,.00., n..00..d.a.A...a... ....�.e,e.Aaen....a.....e.....�e°oaa.21 4e4 ��diti�n�l �r�vironm�r���l ����rd �c��rc�� e..,.eeP......,aoa.e.o..00.an..ae.aa..eAaoaaa.,..p 21 4.4.1 lJ.�. �ep�rtrnent of Transporfa�ie�r�; Pipeline ar�d Hazardous Material ��f�ty��ralini�tr��iQn �PH�SA)..... , .e....................ee....e....a....e.......e..,vo...2� ;,. 4.4.2 California Environmen��l F'ro����ic�n �gency {�al/EPAj, Departmen�c�� Toxic Subsfances Cont�al ��`�S�)..............................................................21 4.4.3 C�I/EPA, San��:C3i��� Regic�nal Water C�uality �ontrol E�oard (RWQCB)......21 4.4.4 California �eparkr��nt of C�nservation, Divi�ion of Oil, �a� and Geotherm�l �es�urces (D�JGGR�..............................................................23 4.4.5 Sou�h �c�asfi Air Quality Managemen� District (SCAQMD)..........................23 4.4.6 �iver�id� ��aun��!�ep�rfim��t o� En�ir�r�rnent�l H��Ifih (L���j...................�3 4.4.7 �ity o�T�m��ula Fire Department, �ire Prevention Bur��u (�PB).............24 4.4.8 Me`thane Z�c��....................so...............,......o.......................o.a....e....a...e.......24 5.0 F'F��P�F�TY F�E�C�I��P�I���I�C� .ao.,,.....eo.....o..a.a,..a,s��,9o�oa4e�,s,a.,��,,, _eeemms_�,=_�=__o0 25 5s1 Methc�dolc�gy..mw..o...o.............eo.00.e.....o..o...o.A.....00......,....A..o.,...o.a...a..o.a.,..ev..... 25 5.2 Li�nifiing �onditi�ns ........e............................................................................. 25 5.3 Int�rior t�bserv�tion� of F'rop�rty...................................a.e............ee.n.......,.a. 25 5.4 E�ctericar �bserv�fii�ns c�f Property....,..ao....00.a.ao.o.o.�......weea....,.aa.,..a.,.,e.,e,°oe... 2� 5e5 �urrer�t 1���� �f Adjc�inir�g F'rop�rtie�.o.o..o..ae...o.o,°o.00.a.o........n.,..o,..o..e.....,...o0 27 �.6 �urrent U�es caf �urro�nding �re� ...o,...s...ae.e...,.....we.a......e....e.............a,.....e 27 6.4 INTERVIEWS,.o.o.o.........o..........................e..aa...oe.,..........,......o..........ao........,..,.....e.. 28 ,�� Converse Pr�ject Na. 15-16-101-01 2 �� �opyright 2015 C�nv���e Consul�ant� 6.1 Prop�rty vvner.e.......................................................e.......e,.....e................... 2� �a2 T�r��r�tf���up�nt.s..n.m..�na.e.�me.a.m.00..�m.,as.�-0.eQana�.o..a�..mme.n.en.0000aaao.o..�.o..o..oaa000... �� �e3 �tate �r L�cal �o��rnrr��n� �ffici�l�.a.,a.,,...e,.o.....o..ao.....,.,e.....e....ee..oe...,...a.� �� �,0 F�I�Dif��� �,.,.°oeo4....om.,ao..�...awo..o..e.oee...e.o.o,o...a...oe...o..,..o..o.e.o...oa..n.......o„oe.......oa..o..0 29 �,� (�f�INl�I� ...e....o.,ee..,.e..e...a.a...e...,,..a.oe.a.a.,...e°o.e.....,sa.o.00a.Adoa...e.a..,.,.,..,e,w.a.o.....ae....... 31 9.0 ���ICLIJ�I�N� �N� REC�MIViEND��iOC�� .....e..o.........e.e..ea..os.,.,ee.e.,.,,oao.o..o.,,. 32 10.0 C��!/IA�TI��I� �A�l� LI�ITATI�N�..............................................................n.......... 33 11,0 �1�[�I�TI�N�;L �JC)hl������ ��RVIG�� .a...e.....e............e..ee........a.e....................... 34 12.0 �9GhI�TI,aRE �F ENi/I�C�R�(�ENTAL �R�FE��1��1P�L..00......ee......n.o.....,....e.,..... 35 ��a� ���� r�� ��s ������,.adW.a.anao.maam,a....m....a.�,..o.�.s...�..� m.oa..o.a...m..e..............o.,,..a...., �� 14.� R�F�4��,'���...aa....oe.ao.n...na..a..oa..o.a.,aaaa m,a,,.mmo.om.,meed,em o4a.�.00a�omowaooaF�a000w.a.pn.e �i ,�PPEI�DI��S �ppendix R—�pplicatic�n for A�athorizati�n��;L��e Appendix � — �'roperty F'lans ; Appendix C — F'er�inenfi Pr�per�y F':h�tograph�� Appe�dix D — Riverside �ounty l�and �nforra�ati�n Repork and �a�i�ding F'er�its Appendix E — Soil and �oil �as Sar�nplina f���ort� �VV_Q_C�, ��,4C��6� �nd T�m���I� Fire �epartme�t I�ocurrients' Appendix F � Historic 1��or��tior� ��erial Photographs and Topographic M�psj ,�pp�nd�x �� EC�R— ��dicas �ii�p R�pc�r� TA L�S Tabl� 1 —/�eri�l Ph�tc�graph ���d IVlap F�eview T�k�I� 2 — ��t�ri�ar �bserv�t:�c��� of �rc�per�y ��bl� 3 �— djoining roperty lJs� �� Gc�nverse Proje�t Nca. 15-16-1C?1-01 3 �� Copyright 2015 Converse C���ul��r�fs e Th� fc�dlov�ing �s an �x�cutive �urnmary of �he Ph��� I Environrnen�al �ite �s����ment ( h�s� 9 �) that en��s ��r�ducted � �n`✓erse �r��lt���� {��;���erse;. I���e r���r to the �ppropriat� �ection� �fi the r�p�rk f�r � ��mpl�t� di�cus�i�r� �f the�� i�s���e In �h� e�ent �f � c�nfli�t befivv�en �his xecutiv� urn �ry and �he rep�rt, or an �rr�i��ior� in th� x�cuti� u , �h� r �rfi �h�ll r v�ile . �hi� r port pr � nfi� the re�ults �f �h� �r�v rse ha� I perf�r � � ��r th� �arrner It ��c ��� �' s ���t��� 1�c�t�� � 11 � J f��r��� ��ru� ( ar �r;� rc�nt ��r �t) in �he �ity c�f Ternecula, iverside ounty, �alifi�rnia, referred to as �he roperty in thi� r�p�rk. �onv�r�� ��� r�t�in�d by r��h�rr�, �v�g�, f�ol�n T�Id�n, C t�a �ond��t �hi� ha�e I . �r �tudy h�� b ec� c�r� u�t�d �r� �rd�r tc� � entify, �� �h� xt��t pr�cti�al �nrithin ��e sc�pe of �n , e��gni��d nvir�r� �nt�l �ndi�ion� ( s) in ��nnection rn�ith the rop�rty. � c�r�v�r�� h�� �� pi��d r�a r�vi �d i�fc�r ��i�r� ;th�fi v�a� �� t�ir� � fr� int� � �, do�urn�nt r����rch, �n� �n����� �nd �r�� -r���nnai���n�� �� id�nt�fy p�t�c�ti�l ���ir�?rm�nt�l �=�ndi�ic��� �t th� �r���rty, �� ��fior���a�� vv��h ��� ��n� . ��r�d�r� �. 1527-13 Er�vir��irrien�al �i�� A�������r�t �fiand�rd`�r��tice (,4��� �fia�d�rd: E152�� 13). Thi� Phase I E��4 w�� �c�nd�cte� d��-ir�� th� ��_ri�d Qf ���u�rv �, 2�1� to J�n�»ry 29, 2Q15. The F'raperty currently consist� c�f on� �acant triangufar-shaped parcel totalling apprc�xim�tely 1.00-acres, �orr�ierly �sed as � gasoline service station. The Property i� �OGe`�-��'...�" e`�� ��v� �� .�v�,��i,�.�P'v�#����v����: �9`1;:,��i.�"E� C:I��r` v� Ti E.'3T'i�Lui'�u, Riv^ci�i`�aG �.:t'�i.iii'�i, Californi�. The Property is Ic������d appro�imately �/�-mile northw�st of Ir�terstat� 15 �Temecula Valley Fr�e�nr��r� �nd ���ppraximately 4�/��rniles scautheast of Int�rstat� 215 {��condido Freeway�.The F'rc�perty is also idenfiified by fihe �ounty �ssessor9s �'a�c�l Number 921-06Q-0��, .�ccording to historic�l ir��c�rc���io� ga�hered by ��nvers�, �he Prc�p�rty appeared �� be �and���lc�p�� �r ���ant I��d frc�rr� �� e�rly �s 1�3� ur��il at I���t �9 5 �vhen �he rop�rfiy �ppeared to b� developed �.rith a gasoline �ervic� sfiation. y 2006, the rc�perty appe�red to be v�cant v�rith rer�n�nt portions e�f the forrn�r gas�line station o�cupy6n the F'roperty in th� sarn� ger�eral �c�nfig�ration a� ob��rved d�ring th� Janu�r�r 2Q15 F'roperty reconn�i�san��. The r�perfiy was identified in fihe adius ap r�p�rt �s � cl��ed L��king �lnder ro��d torage Tar�k site. Th� r�orkh adj � nt properfiy wa� idenfiified in th� �di�� ap r�p�rt as hi�tori��B �t�tc� st�ti�� (no t�t�k� r�n�r�P�� �_n.el ��r���t� ����r�ti�r�� egulatory docur�enfi� f�r th� roperfiy were o� file �nrith th� egion�l �ter u�lity �� �o�verse Proj�ct No. 15m16-1 Q1�01 4 N,� �opyright 2015 Conv���� Co�sulfi���� �c�ntrol aard, �c�uth�r� Ca�ifornia �ir �alifiy ana�ernent istrict, i�ersid� �c�ur�ty � r� �n� of nvir�� n� I e ��h �n ��y �f T ecu�� Fire �p�r� er�� r� �I��� �ger��i��e �s � thi� ss �� ent n � r� id ntifi�d. ini �� ��nt� in n� r �i u�s �i t ��� �� �ur�a �n� r�� ��nclu s � fi�rth r �� �� er�t � � rs �arr �� � �hi� ti � �n n� ite �tion ��sure� r ne ded b �ed �n �ncy cic��ur and �� �r�icati�n. � Converse F'roject No. 1�-16-101-01 �opyrighi 2�15 Converse �onsultanrs _ � � ��, c�r �s� an �� � f �r��� s This r�port pr s nt� �h r �ult� �f th� �nv�rs� �n�ultanfi� ( anv r��} h �� I nvir�n ent I ite s� �� r�� ( ) �r e fi�r th� ��r r It is��ur�t as station located at 111 J�fferson ve�ue in th� sty �f T�mec�la, �����i � ����y, 9ifc�rr�ia, r�ferr t� �� �h� r�p y i� t�i� r orto �n�er�� w�� retained by r�sh�rn, avage, �lan Tilden, �, t� conduct thi� h��e I Aa �r �t�d� ha� b��� ��nd�ct�d in �a�d�r �� �� nt�fy➢ t� the ext�r�t r�ct�� �, c� niz�d n�ir�n ��t�9 �r� i�ions ( �� in cc�r�n�cti�n mth th� rsa y. Th� �errn �c�gnized �vironrn���al ��nditiow�� i� d�fir�� in �ction 101.1 c�fi fh� A.rneri��r� ���i�ty �fi T�sti�g �nd ��terial� (e��� ) t�nd�rd racti�� �s th� �r���r��� �i�i���iy��=���n�� ��ar��y �����ac�cr� ���sf�rt��� �r ��rc�l�� ���c����� in, at �r c�n a pr�p��fi,y dc�� �cs �n�y refe�se f�`�h� en�rirc�r�rrr�nt; �arr�'�r ��rrc�iti�n� inc�icati�� c��� r�leas� t� the �nvi�onrraent; ur�c��r c�r��itic�r�� tf�����se � rnat �ia! �l�t�eat v�� �utu�� ��1���� t� ii�� �r��i��r�t��r�tn �'�i� ��a�� I ��� �►��s cc���,l�t�� ���� �ceard�����c� �i�h ��� �,ropc���l a�tt�r �ai�� J�r��ary �, 2015. Our w�rk consi�ted �� �he����ollowing and was completed in general conform�nce with the sc�pe and limita�ions of the ��TM Practi�e � E1527-13 and compiies :�ii�h �tandards and pr�ctices set forth in 4� �od� af � Feder�i Regulations (�FR) P��fi`312 f�r AAI. Interviews with� th� F're���rty �wner representativ�s roperty �nd v�ci�it� re�ca�naissance evie� ��reg�l�tor� �genc� record� De��ription af,physic�l �etting Historical revie�r Ir�t�rv���� vvith ��bli� a��n�y p�r��nr��l r�paration of this repcart . w 1 r i Ther� �r� a nurnber �f non-scap� i�sues vvhich �r� sometirn�s �s��s�ed ��ncurrer��ly uvith � Ph�se I E�A. Un1e�s ��ecifica�ly agreed sn th� �cantr��t pr�p�sal d��u �n�s, these non��c�p� con�id�ra�ior�s �r� n�t in�lud d �s p rt of th� hase I as�es� �nt. x� ple� f n�n��cop i�sues includ�: sbestc�s�can�aining building rr�aterial adon Le�d-ba�e ain� Le�d in rinkin �ter �� Gc�nverse Project Na. 15-16-101-01 � �opyright 2015 Canverse Consultants Wetlands egul�fiory C�mpli�nce _ �alfi�r�� i���ri� ��a�r��� ��1� i��l ����ar� � Industri�l y iene ndan �r�d p �� s eaith f �� I�door ir ua9ity �Id ialogical g�nt� i us nthr� c� �ni� o91�ti�n �n-6iquid �lychl�rir� ted iph�nyl� �a ���ri����p� i��� � r ���r ��� i� �his r pc�r�o � i � i i �l� �ignific�nt a��urnptiar�� vuer� �ad� d�ar�ng thi� ���e��rn�nt. . i i i i Th� f�11�Vvi�g li�i��tic�r�� ��iu �����ti���� v�er� �r�a�cu�i��r�c� dc�ri�g i�� ct��a��� �f thi� a���ssment: Inforrnatic�n was requesfed fro� the epartment ofi Toxic �t�bstances Contro� (�T��), but was not received i� �irn� for inclus6on in this rep�rt. The F'roperty � was not listed on ENV.I`RC��TOR���tabase. 1.5 Sp�ci�! ��er�nns ar�c� C�anc�itican� The C6�ent v�r�� respcan�ibl� far pro�id�ng �tt��hnl�nt A of th� prc�pos�l to those identified� Cor�verse re��ived a cor�pleted Afitachmenfi `A' (Us�r uesti�nnaire) �r�d �:tt�chment `�' (Clienfi/lJser/Qwner Provid�d Inforrr�ation) �ram the id�ntified �sere . i This report i� f�r th� ��le b�n�fit and �xclu�ive u�� �f r��h�rn, av�g�, �lar� Tilden, C in acc�rdance with the terrns and c�ndition� ��t�ched t� �ur prc�p�s�l und�r �hieh thes� �ervic�� h�ve be�n prov�d�d. Its pr�paration ha� been in accordance vvith generally a�c�pt�d environrr�ental pr�ctices. o oth�r w�rr�n�y, �ither expressed �r i pli�d, i� rnad�. The �cope �f �ervic�s ��soci�ted with fihe rep9rt uvas d�signed �ol�ly in accordanc� with the obj�ctives, �chedule, budge�, �nd risk- ana en��nt pref�r�nces �f re�ham, ava e, olan Tild�n, C. �� �onverse Proj�ct No. 15�16�101-01 7 `'�'� Copyright 201� Converse Consultants �T i� r� o� �h��al n � r rd� �� u�r��t�e th�t no further cor�t� ir���s �, �y�n tha� �hi�h ���ld � det��t�d �rithin fih ��c�p� �f thi� ���e�� �nt, i� r�sent t th raperty. �r�vers k � n� �rr�nt��s �r �a r r�t � to th c�ur��y or �� pl fi r���� of in�or tion rovid d �r �o il by oth rs. It i� p�ss� le th�t i�formati�r x6s�� b y�nd �he ��� �� tha� as��ss ento It �s �ot ���ibl� to �b��lut�ly ��nfir th�t n� h ��rdous t�ri 1� �nd/�r sub�� nc�� xi�t at the roperty. If nan� ar� i entifiied �s p�rt of a li it�d �cop� caf w�rk, �u�h c n�lu�i�n �h��ld r��t � ��nstr��d � ��r r�t�� �en�� �fi ���� �t�rials, but m�r�ly fihe r��u6�s �fi th� �va6u�ti�r� caf �he r�p�rty t th� �i � �f �h� sse�� �nfi. I�c�, �� n�� �y ����r af� r �he r� rty �i�its �hich �y re�ult in contarr�ination o� th r�pertye �dditional inforrnafiion, vvhich vv�� n�t f��a� �r v�il�bB� t� �r�� rs �t th ti � �f r or� pr�p�r t9�n, y r ���t in o ific ti�r� �f th� ��r��fusians n r co nd ti��� pr���nt�d. ,�r�y r�li�r��� ca� th�� r�po�k �v Thir� ���k��� �h��l : � �� th� �hird ���'� ��I� ���k. �h�u1 � �re��� , Sa�� �, o�a� �cld��, : �i�� �o �d ntify ��y �ddit����l r�l�ing �a i�� n�t pr �rio��l� id�ntif�d, a c�a pfeted ��1����i��a c�f c�thc�r���ti�r� t� s� (see ppendix �f thi� report) rnu�t � �ubrr�:�tted to c��verse ��nsultants. �� Converse Project No. 15-16�1Q1-01 $ �� �opyright 2015 Conve�se�onsulfiants o ■ � m � � Th� roperty curr�ntly consi�t� �f �ne vacant trian ular��haped p�rc I tot�llin r�xi t�ly 1.00- �r �, f�r �rly us�d �s �s�li�� s�rvi�e �� ti�n. r�p�r�y I�cafii�n rnap and a r�perty pl n are pr�vi �d i� ppendix . ��������ii r�� �ty p�i�tc� r� �i� �r� �r�vi in p n i� . � W � � Th� Prop�rky i� ����t�� �� ��� 11 J�ff����r� .���r��� �n th� �ity �f T�rn���l�, �v�r�i�� �:�ur��y, G �i��r�i�. �he �r�p�rty �� I�����d appr��9 �fiel� '/�m il� n��thw��� �f int�r�� t 1� fT� �cul� �/ Il�y r��w�Y� �-- p�r��i .�t�I� 1��- ile� �ou�h��s� �f In��r�t�t� 215 � s�or�� ida Fre���y). The �c�unty Assess�r'� F'�rcel f�umber fc�� the F'roperty is 921�460-OO�o The �ey�i d�scri�ti�n Tcar i�� rop�r�y c�� be fo��� in tn� iverside �ounty La�d Information report located in Apper�dix . �.3 Z���r�� lnfo��n►��o�t� , According to �he ��ifi�r �f Ter�ecula Planning Department, the Property is currently zc�s��d as ��a;��r�n��r�i�y �ar�m��ci��. o t" �' `� �1" l � �Th� F�rop�rty i� generally flat �nd consisfis t�f c�ne �riangular�sh�ped parcel fi�talling appr�ximat�ly °1.00-acres. The roperty front� �nt� Jeff�r��n Avenu� to the east and is bordered by an auto-body rep�ir shop t� the r�orth, the intersection of Jeff�rsan Avenue and �el Rio oad to the s�uth, and e� ao ��d �o th� wesfi. ����, �Qnverse Project No. 15-16-1Q1-fl1 ""� a�opyrighfi 20��Cor�v�rse Consultants , � / Th ro �rty i� n�t ��rr��t9y ve�� e ifih ny r rfiy �tru�tur s, The ��II� �ng � rvi��� r� r�sen� n r th �i�inifiy �f t r y � t ti of th� �� �s �nto � �a���ri���y: c��� �r� a;mf�r�' � i��;� � �asm ��uth�rr� �a�aforn�� �a� C�r�p��y �table �t�r: ancha aliforni� ater He�ting, Ventilati�n, Air �onditioning �HVA�)o can� ob��rv�� anit� ��nr�r: a�t�rn u�ecipal at r i�trict �lod �t�a Ir�co �y �c�nver�e Project No. 15-16-101-01 1 O �opyright 20 i 5 Converse�onsultants 0 ■ ■ S t ■ . ■ � w � �� The A Tfi� 1527-13 �pecifie� that the r�p�rty ovvr�er, key �ite �n� �r an �h ��r prc�vid� �ny h 6pfi�6 o�u ��t� th�t �y b� ��wl� lea Ir� r �r fio f��ilefi t , �nd d��� nt, th� cc�ll �fii�n �� th�� infc�r �t� n, �nv r� r r � for titled vvner intervie�nr and H�Ipful Inforr�ation. onver�� reque�ted th�t �h� ��r ( �y�� r�y�! �T I �r �h) � II � t r� � y n r �cat� lete �h� f�rrr�, The f�llca�vin ���a n�s r� r u��fi� fro r. ny�l �f � r �h ( Ii�nt}: i��ir�r� �n�ai �i�� �s���s �nr c�r�nvir�� �r��a1 �� p1i���� ���it r� �r�u nvir�n �n��l per it� r ha��r �u� w��fi� en�r ��r ��ti���/r���rt� egistra�i�ns f�r �bc�vegro�nd and ��d�rgro�nd �tor� � ��nks ���tic �y�t�m�, �ii vv�ll�, ��vv�t�r�nr���� �gi�tr�tion� for underground �njection �y�tems Material �afety ata Sheefis; �ammu�ity igl�t f� Kn�v�r I�ns; or afi�ty, F�reparedness and prevenfiion ��lan�;�������ill P'rotection �ountermeasur�s and Control F'lan� ��ports regarding hydral�gi� condi��c��s on fihe Prop�rty or surro�nding are� � Natices or ofil�er eorr`espor�dence„forrn any government a��n�v rel�tina to ���t or current violations of;�nviro�r�iental l�ws with respect to th� Property or relating to en�ir�r�rr�en�a��iens encumbering the Property. � Hazardot��;,�rraste g���r�tc��-,noti�e� �ir rep�rt� � G�ofiechn��al studies isk asses�f�ents �cc�rded A�ti�ity �e Lirnitafii�r�� {RU�s� ��ceedir��� re��rdin� ha�ard�us �u����nc�s and pefiro�eurr� product� including �ny pending, threatened or past: lifiig�fiion; �dministr�tive pro�eedings; or notice� frc�m any gr�ver�rnen�al en�ity r�garding po�sibl� viol�tions of environmental lavvs �r �ther po�sible liability related t� hazardo�a� �ub�t�nc�� or petroleurn prc�ducts. The �1ser provid�d � cail �nd oil �� arnpling eport pr�par�d by �dvant�g� �nvir�nr�ental �ons�alt�nt�, LL� (�E�) an� � �1� Fur�h�r �ction Letter prepar�d by th� a1i��r�i� �gic�na6 Vilater uality ontr�l o�rd ( VV � �e c�ording to th� c�il and oil �� arnpling rep�rt, dated Jan�ar� �1, 2�14, th� . rn���r,� �,��r�t�� �s � ��s����� ������� ¢��rr� �9�? ��t�� 2005, and w�s permitfied fiar f�ur aso�ine and fiw� diesel �nd�r r�un s�orage tank� (IJ�T��). /�ccording fio th� r�port, the IJ�Ts �nd all �ssoc�at�d � �� �onverse Project No. 15-16-1 Q1-01 1 1 ��`� Copyright 2Q15 Converse Consultanfis piping and dispen�ers v�rere removed in 2005 and �aso{ine-irr�pacted s�il w�s r� ove �ub��q��r�t �� - � r� �v�l ��ti�oiti s. rr���iv� ��ion I�n �� i pl�rnented by th� �h�t in�l� �d r��nd�vafi�r r� �di�ti�n plar� �afiili�i� �zan �� �r in a� th� r� � i�l ethodo6o ya 1�h ozo� -� r �yst op�r�ted fir� u u�� 012 un�il pril 013. ��nd�a�fi�d ��il an s�i� as �nv �ti �to n t� �v lu � � ��enfia�R va �r �ntru���r� p fihway t th� ��abj��t r�perfiy. �alytical re�ults �f �oll�cted �oil ��rnple� i�di�ate �c►n�entr�fiions �igr�f�antiy lower than �gi�n�{ cr��ning L�vels f�r ��a �r�ia�/i�d��tri�l ��il� ( L-�I��a ��I�ti� I r���1t� �fi ��Bl�ct� �aii �� ��r� I�s it�dicat� �on� nfirat�ons of b�r�ze�e and e�hylbenzen� h9 her t�an re�p �tiv� �� �r�i�l>in us�ri�a ���� �s �Biforni� � �r� �I�h� �r� r�i� Level� (�HH�L-Cls). Th� report concluded th�� addifiion�l �s�essrn�nfi was r��t r �o �nded, b�t th�t a pas�6�� itig�tic�n ��sur , s�ch � � p�r ��rr��r r�d � �tin �y�t�rn, � r��o �de ,f�r in��r nr��io� ir�t� t � de�ign of fiuture building �I�b� upon redevelopmen�. In r��pc�n�� fio the �oil � ��� ��i1 g�� �����tig�tic�� ��r�d����� by �,=��� �� i�gc� � i����d � f�o �t�r�h�r ��t6c�ro I�tter dated F�br��ry 1�; ���4 �on�B�dir�g �c�rr��ti�� � � ���h �� dv� � � ��ti�n re �rdin� �h� ��tr�l��� r������ h� . h��n �� o�t� , r� fih�fi environm�ntai reevaivation wo�ld be r�guired upon any future lan u�e �i������ t� th� �rop��tyo � ����ir�����r� �a� �r�r�llr?��r�fi �� ����ral ��te ischarge �quirem�nts vvas i�sued by�h� W � can Janu�ry 26, 2015e A cc�py of�he �oil and �oil �a� �arnplir�g R�port, �lo Further Action letter and Terminati�n of Enrollmer�t in G�:r�e�a1 UV�sfie Discharge Requirment� can be found in Appendix E& The Us�r represen�ative rep�orts the �an Diego �1/1JQ�B will not require any fiurther mitigati�� mea�u.re� based on the planned land us�s of the �ubjecfi F'rsa���ky. � 3.2 �Js�r ��°c�vide+��nforrrr�t�or� �cfiion � �f A�T�� �1527=�3 c��t�in�s �pe�if6c U��r'� re�ponsibil6�i��m �hi� infiornl��ion will help identify the possibility of �Cs in connection with th� rop�rty, The ��TfVB tand�rd provid�s � �u�sti�nn�ir� to h�lp the lJ��r to comply with the statutory reguirements �� perfc�r tasks whi�h would help identify RECs. �onvers� included the qu�stionnaire as Attachr�ent A to our prapo�al. Ir� g�ner�l, �ny lJs�rs sh�uld �ke ��nv�rse avuare �f �nf�rrn�ti�n th�y h�v� r�garding the foll�wing: � �nvironrnent�l �I��nup Lien� fi�ed �r r��c�rd�d �g�in�t the F'roperty ctivity and land use li ifi�t�on� that �r� �n pl��e �� �h� r�perfiy �r h v k���n fi1�� c�r r�cc�r��c� in a r�g��trv: pecialized knowledge or experienc� �f the per�on �eekir�� fic� qu�{ifiy fc�r th� Legal Liabality ro�ecfiians (LL ) �� Ccanverse Project No. 15-16-101-Q1 12 '�� Copyright 2015 Converse ConsultanTs elatior�ship of the purcha�� price t� f�ir rr�ark�t v�lue �f the Properky af It _ �rere nc�� cor��� i����d �r�monly known �r re�sonably a�cert�in�ble inforrnation �bout th� roperky �h� � r �r �i�usne�� of fih r s r�� r lik iy r s �c of �onta in�ti�n �t th� roper�y, n th� bilifiy to d�t �t this c�r�t�rr�in�tic�n y pr�priate inve t� �tic�n a Th� f�li�win in��rrr��fii�n �a� r que�t�d frorr� the ser(s) r. yn� nyal �fi I � � r� �shm �n 2.� r�virora �r�t�I �l��r�up Li�r�s The s�r provid�d n� inf�rrr�ation re �rdin �r�viron �nt�l �I���up li�r�� �r t��l� r�cord�, �s�d ��dicate� ar� ��vc'on ent�l ��ea��p Si�� �e�r�h f�r th� r�perty �as not ��ndu�t�do �0 2.� ,��ti►rit���ad �� !�rnitat���a� 1"h� lJser did not pr�vide �ny i��c�rr�ati�n indica�ir� th�y w�r� �w�re �f �ny A�Ls, ��� indi��t�d �� ������ � c��d��t d �n �c���✓ity a� �1�� I�irr�it�fiions perfiainin to th� roperty. 3.2a 3 ��ecialized Knovvled�� or�x�aerience The �ser did not;�rovic�� any �nformafi��n indicating they had �peciali�ed knovvledge or ��perien��;relafied��to the Property or ne�rbv properfiv. 3.2.4 Reasor� f�r�ignificantly Lawer Purcl�ase Price �onv�r�� ha� no ��f�rrnation r�garding �he purch��� price �� the roperty or com��rable pr�perties. Th� lJser has no� indicat�d t� Conv�rse that th�r� is any �or�clusion that th�re ��s � I�wer purchase price b�caus� ofi kna�v� �r su�p��ted c��tamir?�t��n �t the roperty. 3.2,5 �ota�monly l�Cnowra or�easonably As��rt�in�ble /�fQr�a�a��i�n The User indicated the Property forrnerly operated a� a gas�line st�tiona The lJ�er indicated kn�vvledge �fi a �hemica! r�le�se �nd nvironrn�ntal �le�nup afi th� �ubjeet roperty. 3.2.6 bvi�c�sne�s caf�c�rrfarr�ir�ati�n The U��r did not pr�vid� ar�y it�forrr��ti�n based �� their kn�vvledge �r experience that vvould b� obviaus indicators raf ��ntarnir�ation on th� roperty. ��w Cor�verse Project No. 15�16p101-01 13 � Copyright�Q15 Converse�onsultants nl�� s ��if� II� ���t� othe is� en th� �� � �f ic��� �h� ur ��� �f thi� h��� I � �r�s t� q�alify ��r th� l�ndo�n�r li�bility r�t��ti�r�� tc� L Li ili�y �s scri in � 1 ��13w ��i� s� r��k unr I t d t� th L in��c�nt I � � � r� d f�� r �nly ���e�se �� sp�cific Ily � r��� �n th� ��pe �f ervic � �nd is�us�e� in ecfii�n 11,0, dita�n I �n- c�p� rvice�, o�thws r� �rfi. H i i �r� �rd�r tc� a��er� � LL , �h� �er ��� �ati�fy � �urr�ber c�f �tatta�o r q�i� e�tv �hat �re ge�er�lly r�f�rr�d t� �� ��ti���� b6ag��i���, �h�ch �r� �a�atsid� the cope �f ervic�s of��h� h��� I ��� ���A. xar�pl�s of ���ti�uir� �b�6g��ac��� �r��l�d� pr�vidmr�g I�ga�ly r�q�ir�d ���ic�� �tc�p�i�q ���t6��ir�� r �e���� ���d �� iyi� �ri�� a�nd ��� re��ri�t�c�n�, ���I�r� tQ �or°�p1y vvi�h th��e �ri� �3��'1��" �����.1��� ���—��C��.91�ia1��"E C"��°�'li"�i���a� 1t're'swi ��C3���"�I� ii��i�iiy` t"C�����a�Cl a It is th� re�pon�ibili�y �f �he l�s�r fia corrt �y v�rith the �c�ntinuing blig�ti�r�s � requirement� �� AST �1�27-1���nd i. /�r�yone seeking LL p�otectic�r�s sh�auld take in��pender�t acfiion �beyca�i���thi����F'ha�� I E�� to perfe�t their position. � Conver�� Praject Na. 15-16-101-01 °14 �,opy�ig�t 2015 C�r�v�rs�Vonsultanzs e � �1 h sr��I ��tln 4a 7,9 hysi��l ettin Th ro_ y i� I�c�t d � r�xi t ly 10 f �t ov e n L ��i ( L) v�ith surfac� �opography �loping tov,rards the �ast-s�utheast (tJnit�d i���� ��lo �c ! �u �Y C ] T p� r� he� � , �rr� �t , lifc�rr���, 1976, photorevised 1979). 40°1.2 �lc� y c��rdin� t� th� �I'sforni� �partr7a�ra� ;�f ��r����r��ior� �010 ��I� i� i���p c�� ��I�fi�rn�a, ��� `�r�p�rfi� i� �n��r��i� �� �Id�� iiu�i� , I ��, pl �� �n fi�rr��� d�p��it� ( ��)o 4a i.3 �6t��c�v��f��` c�;ur�ii�� t� a �ar i�r1y rc���ic�w���� ��nitorir�c� �por� prepared �y � rown and Caldweli on �pr�l�9, 2��1�3; �ep�h to groundwater afi the �ubject � #�roperty was m�a�ur�� to b� b��vveein���7.49 and 10.08 �eet bei��nr ground surface (bgs) when me�sured on March 4, 2013. Regional groundwater fl�w was deterr�iried to be betv��en 0.01 and 0.04 f�/ft west. 4.,.4 Potable V11a��r�Su�aplier P�ta��� w�t�r i� �t��apli�d b� �n�h� ��lifornia ��ter. 40 2 /-fistc�r►�al �`e�ri�v�r 4.2.1 �4erial hotograph and n/lap eview Available historicai aerial photographs (E R}, Sanborn maps and a U� tc�pogr�phic map, �s des�ribed in Table 1, w�re reviewed. ���ording �� , there is no ��nb�rr� rnap cover�g� caf the roperty. opi�s �f hi�tc�ric �eri�l phot�graph� and 11 Topogr�phic IVlaps are in�luded in ppendix F. Ali I�c�ti�ns marked �n th� ��rial phot�graph� �r� approxir��te. ��� �onverse Project No. 15-16-101-01 1 �c�pyright 2015 Conv�rse C�ns�lta�ts � I 1 � ri I t r i afi� �f�ren�� bse at6�n � Th� Proper�y vva� depicted wifhir� a regi�n of �nmapped 9�nd us�. Th� �an ern�rdir�� �nd Ternecula Line were depict�d r�c�rth c�f �he Prc�perty ar�d M�rriet� Cr�ek wa� depicted northwest of the Pr�perty. �y 1947, �tate Hwghw�y 395�r�� depicted e��t��the Pr�p�rty. ��,� �r�p�rty�pp��r���� �������`✓�lc���� I���, U�G 1901, 1904, �cspogr�ph�c � --��dev�lcaped �ar�d 1947 � 1953 ��ps � �t�th—llndev�loped iand � a�t — llndev�loped land f�allc�wed by �n 193�, 194�7, A�r��! �mproved ro�d (pres�nt-day I�ter�t�te Highvv�y �9�3 � 1967 Photographs 15/T�r��cul�`��11ey F;�eway} • esfi—tJnd�v�loped Pand � i h� �urrc��r��ir�� �r�� �f �i�� �rc�p�r�y �pp�ar�� �� b� i prim�r�ly ur���veloped I�r�d �i�h �gricultur� ta th� �a�t � i �n� � r��i����e or farrn�fi��d to the �outh��sfi. �y 1967, � the Prap�rtY app�ared tQ be graded#�r d�velopm�nfi. � f I ( The Prop�r�y,was depicted within a region af urb�n land ���. �tat� �����ay� 3�5, 7� d��� ?1 u��r� de�,i�;i�� easi ��d �►��h of �he Property, and Murrietta Greek was 1950, 1968, USG� ��pic���west Qf the Pr�perky. 1973, 1975& Topographic 1979 ���� The Property appeared to be a vacant par�el �r�ded for �� dev�fc�pment. ` a Nor�h—A commercial faciiity � �ot�th — The intersection of present-day Jeffersc�r�Av�r�ue�nd Del Rio Road. � �st��n improved road {present-day Jeffiersc�n Avenue)fallowed by vacant land. /�erial � est — An improved road (present-day Del Rio 1976 :��hatograph ����)�allawed by cor�mercial facili�ies, The surrounding area ofi the Property appeared ta be primarily c�mposed of commercial at�d light-ir�d�strial fiaci(ifiies rr�ixed with v�canfi land. The Property appeared to be developed �rvith a corr�mercial gasoline service s�ation. 19$5, 1989, �eri�( 1994, 2002 c� * �r�h--P,commercial facility. 20�5 Phc�tograph� � ���th — The intersection of p�esenfi-day Jeffer�on Avenue and Del Ria F2�ad. • East—An improved road (present-day Jefferson e-ni'J2ii.�����ii�vd2ta �y uaCc�i"1�'cai i�. � �s� — An improved road (presenfi-day �el Rio Road fallowed b commercial facilitie�. �� �c�nverse P�roject N�. 15-16-101-Q1 16 �c�pyrig��2015 C�nverse Lonsultanis l 1 — ri 1 t r vi _ �t� �f�r�n�� �� �ti�r�� The �urroundir�g �re� c�f th� F'rc�perty �pp��r�d �� b� primarily compased of �omm�rcial and light-industrial facilities mixed with vacant I�nd. �y 19$9, th� �ast �djacenfi property �ppeared to be Je�fierson �uenue fol6ow�d by comrrierci�l faciliti��. y 2002, the den�i�y of comr�ercia!/light-indus�rial faciliti�s in the surrounding �r�� ir�cre��ed, �r�d by 2005, th� �a�t�djoining �ropertv appeared ta be Jefferson Avenue followed by a re��aur�n��nd cc�r���rcial p���.�. The Property appeared to be vacant vvith remnant porfi�ns of the gasoline �ervic� st��io� accupying the Prcap�rty. � �rkh—A�carnrr�er�i�l f��ili�y� � a ���:#h � ��� ;�t�a���ti�^ ^f ����c^t-��y Jeffer�c��A�er����r�d Del �ic� €��ad. �� � .�� � s_�� � ��`—e�e� i�ie¢aiC3V�t��"�cac� ��C���i��-d�y�a�0i�i"aC3►`i �� � Avenue)follc�wed by vacant I�nd, • ��� ��t.-��4r� impr�ved ro�d (pr�ser�t�d�y �el �ic� 2006, 2Q09, Rerial ����) follawed by a restaurant and commercial 201��20�2 i�hotographs pl�z�. Th� s�a�rc�ur�ding area of the Property appeared ta be prrrr��i�i�ly composed of commercial and light-industrial facili�ies mixed with vacant land in the same general ` confi�uration as observed during the January 2Q15 � ��; ��?�c��erty r�conn�i�s�ne�. By 201 u, �h� �r�pe�ty � �� �ap'��eared to be occupied by bulldozing equipment and scattered piles of soil. By 2012, the Property appeared to be vacant with rernnant portions of the f�rmer gasoline se�-vice station occupying the Property in �h� sams general configurafiion as observed during the January 2015 Proper�y reconnaissance. 4.2.2 uilding �er�►it evievv vailable building permits v�rere provided by the City �f T�rnec�ala ualdin and Safety ivision. opies of building permit� �re pro�ided in Appendix ermit� for the construcfiion �f a gas�iine service �t�tion, durnp statian�, ele�tric, pl� bin and ����r vv�r� i��u�d b�t�een July nd ,�� ��t 19�2. ��rmit fc�r U�T �I��ur� vv�� i���a��9 in ,�un� �t�Q5. errnits for the demc�litian �fi fuel i�land nd rernova� �f 6 (six} 11 Ts and c�r��py w�re iss�ed in July 2005. �µ �onverse Proje�t No. 15-16W101-01 17 � i,�pyrigh�201�Converse Cor�sul�ants � A permit for fihe d�rnoiition �f 2 buildi�g� tcat�llin 750 �F vva� ���u ir� u ��� 1 , � �th�r r it� r� �v il I ��r r vi a 4. 03 �t� atlt�r The �s� of the roperty �r�s v�rofied to 1 01 as undeveioped I nd. ���r f�r�� t f�i�!�r '�v � �c�t ������t��� �ri� t��� ����� a ���. 4.2.4 u r�� �� i��c�ri��� ����r�y �� ccor �n �� h��t�ri� 1 i�fc�r ti�r� �th�r�d y �c�nver��, th� rc�p r�y p�ar t� un e� I�p� �r ������ I n fr� � �rly �� 1 3 u�til t lea�t 19�5 vvhen the roperky appe�red fi� be develap�d with a g�solin� ��r���e �t�t��r�a y 20� , the ��p��� app �r � �� b� ���a�� �st� r� ���fi p��i�r�� �f ��� ��r �r ����lin� ���t�c�r�������pyi� ��� �h� . .r�p �� i� �h� ��r�� ����ral ������t�r����� �� ob��r�>�� ��ri�� �h� �����ry �r��5 Pr����� r c�nn�i���nce. 4.2,5 Summary of�'ast llses of Adjc�ir�ing� roper�ies Accc�rding t� hisfiorical ir�for�ati�r� ���thered by �onv�rse, the adjoir�ing prc�pertie� appeared t� be ur��l��elop�d I�nd from a� early as 1938 until �t least 1950, vvh�n th� �'r�p�rty vv�s adj�in�d �v i�pr�ued ro�d� and scattered comc�ercial facilities. y 2005 the ad�acent properties appeared to be improve� �ro�d� and�:;c�mt�r�ercial faci�ities in the same general configurati�n as ��bse�ved durin� the January 2015 F'roperty r�c�r�r����5�n����s 4.2.6 �t�a�mary af Past (Jse� of the Surrounding Area Ac�ording to hi�t�ri�al infc�rm�ti�n gather�d by ��nv�rse, th� s�rrc�undin� area �ppeared fi� be prirr�ariiy ur�d��el�ped �and ith �griculfiure t� th� e�s� fir�m as early �� 193� untii �t lea�t 1976. y 19�5, th� surroundin area appeared to be pri�n�rily composed �f cornn�erci�l/light-indu�trial faciliti�s in the sam� general configuration as observed during th� J�nuary 2015 rap�rty r�c�nnai���n�e. a i � n nvirc�nrnental ata �s��rce� ( j rep�rt of fiand�rd nvir�nr�enta� �cord ourc�� ( ecord�) wa� prepared specifi��lly for th� roperty. The � ��nverse Project No. 15-16-101-01 1 � i�c�pyright 2015 Converse Consuitanis search 9ncluded qu�ries to th� follov�ring dat�bases f�r c�ses within specifi�d � �� ���r�h di���n���. - cc� � o�th� r� c�r� i� ir��lud� cr� p �r� ix . 4e 3.1 r� r�y Li�ti� � �he r� er�y as i n�ifi d �n �h f�ll��in �t ��� ir� th ius �p �p�rt: c� il5 2 111. r�r�fi �: ,� � / �. �� L �" L � 9 is � ��b��� fih�t ir�v�nt�ri � r�p�rt�d leaki� und�r rc�ur� �tor�� t��k ��11 T� incid n�s en �h� - �� i� a r�gi�n. ���r�in t� th �diu� Map rep�rt, a leaking pipe caus�d � U T I��k at th� facilwty in 1990. ffi�ct d �o�� �r�� r�p�rt�d�� r����� nd d��p��e� �fi, �nd �a°sl� �ipin� �r�� r����r�d, ��� st����� �f�h� ���� i� �i���d �� �I���dm Fc�rr�er elta i�coun� as 2811� Front t. ( a 1 �o� �2-- A3} P�I�T C T • LUST � IV� �I� � . LlJ �" ENF HI�T C�FZT��� is � ��t���s� �f h�?�rd�a,G �✓�stP �nd s!���tan�A ci�es. LU aT is a datab��� of le�king underground storage tanks (LUST), and RIVERSID� ��, L��T is � da�abse �f LU�Ts in Riverside County. ENF i� � d�t�base th�� Ii�t� �i��� vvhich h�d h�d e�cor�er��r�t ��fiions fram fihe State �ater Re�c�urces Con�rol �oard. �ccordeng to th� F�adiu� �ap Report, �h� �rop�rty is listed on the above-referenced databa�es for �n unauthoriz��! r�I�a�e of gasoline th�t affecfied the underiyin� s�il �nd gro�r�dvva�er quifer in ��br�ary 19�4. Th� �tatu� uf th� ca�� i� li�ted �s cornpleted �nd clo��d as of arch 2014. �urr�mit il � as 2�111 Jefferson Avee l�la l� /V�s. �4 �A5 H� T t��T AZ T� is � atabase tha� �� piles d�t� frc�rr� h ��rdou� �as�e �nif��t� receiv�d by fihe T �o c��rdin to th� dius �p r�p�rt, �he �acilitv �enerated a.$3 �c�n� �f ���t� c�il �nd _r�ix�c� nil in �(��2_ �h� ����I�ty orv�s also listed on the IJ�T d�tab��e for bein perrr�itt�d to op�rat� lJ �T�a �� �onv�rse Project�Ja. 15-16-101-01 19 �� �opyri��it 2C�15 i,�nuerse �.o�sultants 4.3.2 Adjoirting Properfiies d��ir�in pr� rt��� ��r� I����d �r� �h f�il��ir� �t��as��. Fren�h�'s uto ent r, 0 Fr�nt t. ( I �. �, o h di c nt I i� � at�b �e th t invent�ri�s ��te� th�t r��r t� �r� th�r� 100 �� 1��� �h�� �OOa c�f h���rd��� ��t duri� n� ��I r�d�r rn��th, ��d accurr�ulates less than 6,�Qo kg o� hazard�us v�aste at any ti e; or �r�er�t�� 10 k �r I��� �f h���rd�u� w��t� durin �ny cal�r� ar ��th, �nd ��� �I�tes �r th�n 1, k �f h�zard��� ���� �t ��y fiime. FIN i� a databas� that inv�r���ries fa�iliti�s onitored �r r�gulat d by �h� . ���rd'm�g to th� ��a� �p r�p�r�, fih� ���'s1��� �� li�t�d �� th� � �� �������� i�� �������r� �� �������f�d ar���►�� �f h�� rd��� s�� ��� �� . �m� !��k�, �I��n� � �r �g����ic�n� ��er� rv�, f�r th� facility. 2$093 Fra�t treet (Nfap IlJ �10. A7� orth Ad��c�nt � R Hist�rical Auto tatior�s �C�R Hist�rical Aut� ��a�i�ns is � dat�base that 6nve�tories �stablishments �hat h��re histc�rN�ally been automobile repair or aasoline statiora�. Accorc�inc� �to fihe����Ra�dius I�lap report, the fiacility operated as Liberty Aut�a:�enter& Upholstery in 1999. No leaks, cleanups or vialations �ere r�:ported fc��the f��i6ity. 4.3.3 C�ti�er�f��i�e Locations c�f�oncer,� th�r �ffp�ifi� I��afii�r�� �f �c�r���r� �d�ntifi�d b� �vith�t� � �xirr��a c�r��- il� r�diu� firom the roper�y included � �- F �ite�, �rnall and large quantity generators, E.NVIF���T�R, LIJ�T �nd tJ � sites, VU �Y, �A FI U�T, HI�T U T and SVi/�E U T �ites, Hi�T C T � and Natifiy 65 sites, HAZN�T �nd �NF �ites, �nd hisfioric�l a�ata �tatior�s and dry cl�aners. The potential for enviror�ment�l cc�ncern fi� the r�perfiy from th�s� off-sit� I�cati�n� �f Goncern �ppear t� b� lovv due to cane or ��r� of th� fo�l��nein : type of regulatory lisfiing; la�ati�n vvith r�specfi t� th� dire�tion of re i�nal grour�dw�ter; and/or dist�nce fr�m the roperty. � �onverse Project No. 15-16-1 Q1 m01 2O �opyri��it 2015�c�r�ver�e �c���ult���� 4.3.4 �rphan Listin�s � �rphan li�ti� � vv�r� id�ntifi�d in th� diu� �p eporte � A � 4.4a, �1. . �partrrrerrt af Trarr�pa�ation, ip�lin� and azarc�ot�s �t�ri�� f�f�y fa�i�tr�tic��a ( l �nlin rrraappir� �y�t� f�r g�� �r�r�� i��ion pip lin�� r hazardou� liquid pipelin�s in the roperty area �a� r�viewed (htt �:// �.n�m�.�hrn��.dat.�ov/defiault.hfi ). � pipelin�� �r I�cate c�n th� r�perty �r �dj �ent propertieso 4.4.� �a(i�arni� �nv�r�r�rn����l �����c��c���� ����� � a�i ), ���r�r��r7� ����xi� ��bstan��� ��r��t��i (�1���) ��n��rse r�quested ir�fic�rmati�n fr�rn T �, but �nr�� not r���i�e in ti � f�ar in���a�i�r� i� thi� r�por�a dd�ti����ly, ��n��r�� r�vi��ed th� T�� ENVIR�ST(JR �ebsite �htfi�:// r�v.�nvir�st�r.dtsc.ca.qov/public/) for � potential F'roper�y records, �����fi1�� F'rope�� wa� not lis�ed on th� T�� �NVlRO�TC�R web�ite. 4.4.� Cal/�f�A, ��r� Diego Regianal V�/ater Qu�lity �onfiral �oard (R WQ CB� Convers�,-r�ce���red ����bundant file information from �an �iego RWQ� . � ��I�ct i��orrrr��fii�� �ov��:���vi�w�d ar�d i� ��r�r��riz�d b�l�we The sub���t Prop�rty op�rated �� � gasolin� stati�n betw��n 1982 and 2005. A�cc�rding �o a �le�r�up �nd Abatemenfi Order {CAO) is��ed by th� � � , d�ted Nov�mber 269 2001, �n �na�thariz�d relea�� �f petroleura� hydrocarbon vvaste wa� di�charged fror� the static��'� �anderground �tor�ge tank (IJ�T), �c�ntarninating the underlying groundwater aquifer with gasoline, benzene, toluene, efihylbenzene, xylene, methyl-terfiiary-butyl ether (MTBE), te�tiary butyl alcohol (TB�j and fi�rtiary ar�yl rn�thyl ether (TAME). This rel��se r��ulted in conc�ntration� exc�eding n�t�rally c�ccurring backgrc�und con�er�trations ��d max6 urn c�nt�minant I�vel� (I�CL) permissible in drinking water. Th� W � rnandated int�rirr� �erraedial actions �o ab�t� th� �onfiarr�en�ti��, a ���I and roundwater inv���igation, i plerr��ntati�n �� � q����rfy rc�undvvater manitoring program and �orrecfiiv� Action lan tca �ddr��s a fin�l �leanup strategy. � Gor�ver�� Project No, 15-16��01-01 21 Copyrig�t 201� C�nv�rse C��n�ult���� Accordi�g to docurr�ents provided by WQ� , a �orrectiv� Actian lan �� � �� in�t���e - y � ���ron ntam T c nc�10 y, Ir��. � T � und�r �h� int�r��i�n� �f �ondu�tir�g gr��ar�d�vater �nit�rin and re e i�1 �tivi�ie� cth T� � s ci t d i in in � � , � cantinu� � er tior� �f th sit �s � �solin s� tiono r vi�� pr�p�r� n �u rnit�� y �r is + ���ci�t �, In�., d � d �fio r , a 49 pr�p� d r� �v�l of �h� lJ T� r�d ass�ciated ipin and di�c�ntinu� u�e c�f th� �it� �� � �s�lin� st�ti�ne The revis C prop��e �orr�ctiv� �cfii�n ��r����tir� �f �J � r� ���I. �� ��c v ti�r� r�f ��n��. s�at�� ��?il, bi�rern�di�tior� �f ���t i�at�d r�un��vater an� � �ural ��t�n��tion �f ��n� in��i�� �t�� I�d �i�h r�u� t r ��ific�ri� . cc�r in t� ��u nt�, 1 r��nd t r ��i�orin �II� � r �nst I� in �r�h 001 �� o�i��r �h�r� �� ir� r��ar���nr���r fl� nd wa��r qu�lity �t the �it� �r� � qu�rterly ba�i�. Light non-aqueou� ph��� 6iquid (L A L) ��� ��r����� fr�i� d�J���� ��i�g p������ � ������ ��� p� ��n�a � � r� ov�� and �xc��ati�� ac�i�itie� c�rrr�rr�����d :ir� ���� 2Q0�, a�d r���l��d ir� th� r�_ _�val �� �i� (6� � ��, i ht ( ) ��I�� �i�p�n��r�, ta�� (2) die��l di�penser� �nd a�sociat� pipin�.; In �dditic�n, �ppr�xim�tely �40 ���ic y�rd� �f �c�i� �r�re ����� t�d d�r�n� � � �x���ur� ��� th� excavation vva� dewatered, etail� of IJST r�rr�oval �ctivities are aocurnented in a u�i e'rn�val a�� t�verexc�va�ion F�eprarfi, d�ted C�ctober �2, 2�06. �� Subsequent fio ll�T removal activitie� and continued groundwater monitoring, it w�s det�rmined �hat concentrations of contaminants in all monitoring well� h�d �ecreased by orders of magnitude, with several wells indicating ccancen�rations below method detection limits fior several q��r��r�� C��I�t�c�r� �� ,�i�h� ��vell� �r�r� �h� rr�c���torin� �rogram vv�� reque���d and �r�nt�d in 2pQ�. H��r�v�r, gr�undwater rn�nitQring continu�d in order t� evaluafi� the effectiveness af propos�d remedi�l activities tc� �ddress residual benzene and MT�E remaining in the underlying �r��nd�ater. zone sparging was �elecfied to remediate the residual T E, b�nzene and oth�r contarninatns in the graundwater, and fiu19-scale ozo�e �parging was implernented by rown and ��Idwell in �eptember 2012, the results ofi which ar� docurn�nted in � First C�uarter 2013 �r�undvvater ernedi�fiion r�gr�ss eport at�d April 8, 2013. e�ulfi� �f �he reporfi dernenstrated �zone sparging �o be ��fective in decreasing overali c���entr�t��n� �� contamin�nts in fihe graundwater, and ozone �pargin continued u�til i� was demc�bi6iz�� in pril 2013. ubs�quent to d�mobilization of the ozane sparging �ystenn, a req�e�� for site �lasur� wa� issue� fio the F�vV�� in July 2�13. A � a �urfiher �cti�n �etter and Uniforrr� C6�sure Letter for the �i�e wa� issued by Vi/ � in February 2Q14 vvith an advisory th�t futur� ��nd use �hang�s r�ay r�q�ir� �� �c�nverse Proj�ct No. 15-16-101-Q1 2 �� i�opyright 2015 Converse Gonsultanis reevaluation of fihe siteo �n January 26, 2415, a Terr�ination �fi nr�llment . �r� er��r�l ��� i�ch r �quir� �r��� � i��u� f�r th r� �Y y th� . el cted o� �nt� r�vi y th r pr vide in n ix . 4a 4m 4 alsf�rr�ia ep�rtrnent �f on�e�v�ti�n, i�i�ican �f il, �s �nd �ath�rrr��l �saurc�s ( ) ��n��r�� revi�vv�d th� nline ppin y�t �ht� :// ���.�����rv��i��.��.��v/d� �1d�r��-�� .����). c� �r� �r �s �ells ar� lo�ated �n th� Prc�p�rty or adjace�t propertie�. 4.4. oc�th ����t ir u�lifiy �r�� e �n� i��ri�t ;- � ) ����rdir�g t� ��� ��� g ��� ��ci�i�� ; � ��� i����d � r�u �r o� �ornpliar��� �����r� ��� �i�l�tic���, �hi�� �r� ��,�; �ri��d b�l��; vio9ati�n ��s issu�d in ���rnb�r 19$6, Jun� 19 7 and cfi�b�r 19�� for�ai��re t� rr��ir�t�er� �r����ry ���t�r�; � A vi�latian was issued in N���:mber 198� �or fiailure tc� r��int�in recovery �yster� o���salir�� dispe�nsing equipmen�; • A violation uu�s issued 6n [�cav�mber 19�9 for ap�rating � gas�lin� di�pensing stafiic�r� wifih�ut � permit; � A violatio����vuas �is�u�d��� in �eptember 19g1 f�r ��irure �o post oqeratin� p�rrnit; � A compliar��� letter was issued in May 1993 to repair/replace a loose � disp��e�ns�n� sp����t and torn fac� seals; • � violatic�r� was 6ssued in �eptember 1996 for failur� to nn�ir�tain �apc�r recovery �yster�. � �i�lation v�as issued in �eptemb�r 1998 for failiure to conducfi daily rnain��r�a��� inspections, maint�in � ccarnpl�te d�ily rr��i��enan�e i�spec�ic�n a�d repair lag, ar�d o�era�i�� �a�e�lir�� di�p���in� equipment without a v�lid permifi�� aperate. Rlo other documents vv�re �vaelable fior r�vi�vv. A c�py of fih� fil�� pr�vided by the SCAQMD are locafied in pp�ndi� s 4.4.� iversid� our�fiy �partmenf �f nvironm�nt�l/-��alth ( �-/) e��rds pr�vid�d by P� �nrer� r�dund�n� to fiho�� prouid� by �h W . � n�v� i��u � vv�r n�t� . ��� �onv�rse Project No. 15-16-101-01 23 �� i,opyright 2015 Converse Co�sultants �.4.7 �i��y�f�� ��us� �ir�� � r� �n�A �ir� ��ver�ti�r� ur �u ( � ���r in t� �c� nt� r�vi y t F , in pt r 0 �h f�ci9ifiy was �r �re t� i�c�nt�nue re �vai �f II Ts �ntil � taini� r� �r r it� by �h � . ���rdin t� F d��� nts, th r��6d�d �v rsi ht t� th� filu�hor� r�d r� ov�� of the (�9x� T�. � �fih�r c���� ��t� �r ���I� I� ��� r�vi� . P �� y �f ���aa a��t� pr��id�d y F ar� I���te rr� A pen i� , 4.4.� ���hane orte ���rdir� tc� th� iv r�i e c���fiy, �p�rfi r�t of nvir�n nta� It , relirr�inary �thane Inv��tigation rotocc������ ��at�d Jan��ry , 0�01; th� ��I�c�vvir�� t���� �r��� h��� ���� �d�r����i�� ���hi�a �h� ������ �� p����to�� efih�ne �r���: �re� 1: orth c�f th� �nt� Ana ���r, �o�th c�f�he o ot�a Fre��ay, �st �f ��II a� �v�n�� ��� �1�I��t �f t� ���� ����e. �rea 2: �or�h of Es�ianad����%�v��u�, ��o�ath �f �ilman �prir�g� ���d, ���� �� Davi� Road/Hansen Aver��e ar����1l�;esf�of S�ate Stree�. Area 3: �outh of;;�he San �ernardino County Line, East of Intersfiate 1 Q, VVe�t ofi C�ak G��ri��Ro�d and Ne�r�h of 14t" �tre�t �E3eaumon�/Banning). �he Property i� na� fc�c�fied �vithin 1,000 f�e� of any of the above rnethane ar�as. �;�,, Converse Project No. 15-16-101-01 24 �5 �� Copyrighfi 2075 Converse Consuifianfis _ � � �� ��f����l� ,� � J�r���ry 7, 2015, �r�v r� visi�� the r�p rfiy �� �t�r ir�� r����t �� n tc� iden�i#y nviro� �t I ��r� �t�ons t th r� y. u� �th �I� y i�v�lv�d walkin the perimeter� and �enter {ines whil� notin ob��rr�ed evid�n�e �f r�� �t n �ter����l �r��ir�r� �r���1 ���� rn�a r���rty p i� pr�vid� i� p r�d�x w �rti� nt r� �rty ph�t�gr� h� r� rovid d in �ndix �. �� i i`� � o.. �onvers�'s f ndings are b���d c�r� the roperty �onditi�ns �b��rv�d on Tu����y, �����r�r 2�, ��1�. a �� B / ���..� � � ,,,� I�� str�ctures �ere observed c�� the �'roperky; therefore, nQ in�eri�r �abservations vvere made. a ��� � �#� � During our F'rc�p�rky vi��t, Conver�e m�de the following ob�ervations of th� ext�rior��fihe Prc�p�rty, I -� fi ri r � i r �b���ed �� iterr� or�ondi�ion �viclen�e �orr�rr�ent� �i ��'�� b�erved Hazardous Subsfiances & ❑ � Petroleum Produ�ts: �torage T�nks � Related 0 � Equipment: c�dor�: C.�..1 � Standing Surface Water � ❑ Standing vvafier w�� observed residing or Other�ools of Liquid: in a depression on the western portic�n of th� Prc�perty, presumable where the �, �onverse Project No. 15-16-101-01 25 ,� ,., �opyrig�t 201�Converse Gonsuitan�s � � °-� � C� � ° �� a �' b�� � � lt� r �n iti n vi � c� � ��at� �� �n� �� � fc��m�r ll�T� w�re loc�ted. �tar�ding water appeared to be from the pr�vious r�ight'� rain. o �dors wer� observ�d in �he vicinity of fih��tanding vv�t�ro Drur�s � Other �] � �cant�ir��r� caf H��.ar���� Substances, F�etroleum Products, or Other Unidentified Contents: Tr�nsformer�or ❑ � �quipment containing Polychl�rinated Biphenyls i o �D���j: Pits, F���ds, �r L�g��r��: � I � __ _ St�ined ��il or Pav�rr��nt: I [� �tre�✓Qd Ve��tutior, u � (o#her than from insufficient water): Evid�nce of Mounds, � ❑ A �light depression in the soil was Depressions or Filled or observed near the western portion of vr�dea i�reas Sugges�ing the �roperty. The depression is likely Trash or Other�olid caused by settling of material upon Waste Disposal: backfilling excavation subequent to US� removal, Waste Water or�ny [� � discharge (includ'ii�� storm water) into a t3r�in,:���� Ditch, �r�tream on or Adjacent fio the Property: V�l�ll� (acfive, in�ctiv�, or ❑ � abandoned): �eptic Systems or �] � Cesspools: Prior�tructures: � �] Portion� of the foundation and a porfiion o� a w�ll of fihe former gasoline station were observed on the Prope�ty. Road�, Track�, Railroad ❑ � Tracks or�purs: �� Converse Projecfi Na. 15-1�i-1 Q1-01 26 "'� C�pyright 2015 Converse Consu1tants In �ddition t� the above, Conver�� rnade the fiollavvin� ob��rvati�ns: _ - _arin �r� th� r viou� ��ru�ture � o ��rr��d r��ru �n fro �h� ��t� �f th� r� nar�t wall. roxi t ly 4 �f�ur� � �II bi c�� �� c�n�r t ��r b� � � th � nter portion ��the rc�p r�ym . " i i i �� �� �r r � i�h r � � ti��o� �ri� ��r r�� y �i�it, �� r p��y i� bc�rd r a by �h� f Ils��in : a I — j inin r s �r � rr t 1 North: California Auto�olli�i�n (28093 Jefiferson Av�r�ue) � ��ar�h�a�to J�f€�r��r��y��n�e��ll�vv�� by� ���I�c�nal�'�������g Ict. � (Vorth�est: �el Rio�ver�ue ic�ilc��nr�d by a fi���er I��lir�e R�r�t���281��D�I Rio�v�n�aej I Seauth: Intersectian �f Jef�erson P�venu� �r�d Del �i� F2r��d fc�8law�d by �Q�a'� ��fe ��d � �"o�tilla Facto ,28134 Jefferson�venue �:- { Jeffer�on Avenu��c�{Ic�w�d t�y�r� ������r�ll�r�d��rk��igar Lc�i.��g�(2��20 � 5outheasf Jefferson Avenue Del �i� Ro�d fi�iiiow�d �y�i�a�iaui (��'��� Jefiferson Hve.j, Temecuia AccuraTe �outhwest: Auto C�re (28127 Jeffer�c�n ��enue) arid"Cufting Edge �awn Ce�ter {28131 Jefferson Avenue �a��; Jefferson Avenue falfowed b�r�IlcDonald's Restaurant(28100 Jefferson Avenue) West: Del Rio Avenue foll�vue�i by a former Blueline Rent�l (28115��I F2i�Av�n�ae) a �'B' i t' �a�ed on our 'rese�r�h and observati�ns during o�r F'roperky vi�it, the sur�oundir�g �re���c�f -the rap�rfiy appears to b� pr�dor�ir��r�t9y cc�rnm�rci�l fi��il�ti��e �n� �onverse Project Ne. 15-16-101-01 7 �� Copyright 2015 Conv�r��Cc�nsul��r��� . � �uring the intervie�s, th� �wner� �nd ca�cupants vvere a�k�d �� fihey had �ny �vailabl� docu �nt� that vv�uld b� helpfula �h� do�u �nts th�t �er� r qu��ted �re d�tail� in e�fiion 3.1 �f thi� r�port: ���rdir� t� J�r�i� r�r� ���9 r� ir��� �r���nt ��r��ult��� a� pr�vso��ly hir �c� evaluat� s�il vapor s�abs�q�er�t to �ite r�r��diation. �he �ons�lt�nt verified th� ��t� �va� I�w thre�t f�r ��91 �� �r� th� re���ts �f �hi�h r� d��u ent�d �n riv !e nd canfd nfis I i9 n �ii � � �i� �rfi, �e Janu 1, 2014. c�ordin tc� so r�nd�en, �it� re ��i�tican pr�duc�d haz rd��� �aste, fihe g���r�fiior� �f ��rhich ,,��s �errnitted thro�gh th� F?!!U � . �s. A.�� � .� � e ,. � , „ �� , r��'����fi i� ��i�yva�� t�o a��y �Ei��rt�«---��tt�� ����� �����i���� i�n ��t� t�c���t`��3 �n i� un��v�re c�f ny �nvir�n �ntai prc�blerns car i����s �c�ncern�n adjac�r�t prcap�rti��� . The Pr�p�r�� is vacar�t; th�re�ore, �� ��r���t� or �c�up�n�� w�r� av�il�bie for interview. fi,3 ��a�e or �oea1 �c���rnrr��n� �ffi�ial� �onv�rse �����cted �za��e ��uffield fr�m �i�er�ide ��unty �pa�trner�� �fi �ravi�onr��n����� I���Ith. ����ccording to �/I�. Cauffi�ld, �� h�s no addi�it�r�a4 records for the subject �?roperty beyond tho�e pertaining to the IJ�T gasoline leak that oc�urred:in 1�94. �,�v„ �onverse Proaect No. 15�16-101-01 2$ '�� �opyrigh�2015 Converse i�onsuitants s s . � _ - - -- — �urs�ry �u �ry of fin ir� s i� rovod�d b�l�vv. ow v r, d�tai9� vv�r not incl� ed or f�lly d�v�lop�d in this section, and the report �st b� re�d an its entir�ty f�r a �� rehe��iv� und r�t n i� af�h i�� � c�ntaine herein. Th r�perty ��rr�ntly ��n�i�ts �f �n v ��nt firi�r� �I r-�h p d ���I t�t Ilgn apprc��imat�ly 1.U0-acres, for erly u�ed �s � asoline s�rvice stati�n. The r�p�r�y is lc�� t �t 2 111 Jeffer�on v r��a� en th� ity �f T ���1 � iv�r�i�� ��nty� ��lif�rni�. Th� r�p�rfiy is loc�ted appr�xirn��ely 1/�-mile ►�orth�r�s� of Inter�t�te 15 �T�rn��ul� V�Iley Fr�ev�ay� �nd approxi at�l� 4'/�p iles �outhea�t c�f lnt�r�t�#� 215 ( �� r� ido Fr����y)DThe rop rty i� �Is� id n�ifi by th� ��n�y s� ��c�r'� r�e� u er 21-06a�a0 0 ����^r�i�� t^ "�i�t^r���o i�;f�rm�t;�� ��th�r�� �y �U������, t�� �;u���ty �����r�� �� �� un ���lop d �a� �ac �t lar� fro � �s � rly as 193 ;�i���il t I���� 1 � 5 � h�n �h� � r�p�rty �pp��red �o b� ��v�loped vvith � gas�l�n� ��rvic� �ta�ic�n. �3� 2006, �he �rope�ty �pp����� �� be �����r�t �r��h r���;��t p��t;��� ��,��� ��ir��r g����i;�� ��U�6�r� �����yi� th� �r�p�rty in �h� �ame generaf canfigura�ion �� observed during the ��nu�ry 2015 rc�r��rty r�r_.c�nn�i���n�e. The� rc�p�rty w�s id�ntifii�d in �h� R ���iu����Nl�p r�pe�rfi c�r� the LU�T, LU�T �� 9, f�1�1�R�IDE. �(�. LUST, UST, HI�T����RT��E, HAZNET and ENF databases. �h� �c�rt" �d�a�e�� prG����� w�s �I�;�t�f�d����, the ���A-��rv, �i�v^v� ���U c(�f� Historical Auto �tatica�s datab�s��.' ��cordir�g to the � ����W(���� , th� ;�ite aperated a� a gas �tati�n frorn 1982 un�i1 approximate(y 2005. �ccording �o documents, a gasoline leak impacted the underlying soil and contaminated �he grc�undwater aquif�r in 1994. Analytical r�s�lt� fr�m a January 2014 asse�s �r�� indicat� re�id�al concentration� of benzene and ��hylbenz��� hig�e� th�r� ���pecfive commercialfindusfiria� soil gas �alwfornia �i�rn�n He�lth cre�ning Levels ( HN L-Cls). ubsequ�ntly th� c�se has been elosed and a o Further P�ction let#�r �nd Terrninati�n of �nrollm�nt ir� �ener�l a��� ischarge equirernents have been issu�d for the site by the W � . �cording t� the � , ����ral violations were issu�d f�r th� fia�iii�y betv�een 19 6 �nd 199�. c�c�rdin ta th� ity �� T e�ula F , 1" r�rnov�f wa� h�lted ir� 2��5 �ntil proper �r it� ere obtained by th� F , onverse �bserved rer�n�nts of previous sfiru�tur�s during th� rap�rty r�connai�san�e, incuding th� concrete foundafii�n and a p�rti�r� of a b�ildin w�ll. � Converse Project No. 15-16-101-01 29 N� �opyright 2015 Converse Consu�tants ��n�erse observed wiring pr�trtading fror� th� bo�t�rn c�f �h� r�rnnant w�ll durin fihe rc� erty re�ar���i�����e. t r� �� t�r � � fiifin r �sio� i� �h � i� � �r �h �� rn p A�n f �h r�p� y� �� Converse F'roject No. 15�16-101-01 30 `"� Copyright 2015�onverse�onsultants � . _ � � _ _m � Th� hi��ori� ��� of fh� F'r�p�r�y a� �ar�d�vel�p�d land fr�rr� �s ��rl� �� 193� i� n�t � E�o �The i er�tifii��ti�r� �f th� r�p�rty on the L T, L T , IV I . L T, T, � T T , T n F �� b�se� is n�� � �� t c�arrent regulatory statu� of fihe case �s I��ed, issuance of � o Further ction � �t�r �r�d � r ir��ti�� c�f �r��l �r�t �f �n�r�l ���� i��h�r � �quir� nt� by th� � . Th r ��r � � fil� ���h �h , , i� r�� �un�� n ity of T� ecul� F is n�t ue t� �II fi��� perk�inin �c� Ll1 T �d/�r �c�i��/�r��nd�vat�r c��t�rr�ur��ti�n c��sed by th� :� ��� �, �rhich h�� � r� �al�t�ry ���c�� �� +�ac����9 �nd i-��� ���r� ��s��� � ��� ��r�r��r ����c�� i��t�r �nc� ��r in�tior� �f � nr�ll �r�� of �n�r�l a���'� � i��h�r � �ir� �n�� b� �h ��1���. The iden�i�icatic�n �f th� norkh adjacent prc�p�rfiy on the G �,- , FIN �nd � �ist�a aV�� �ut� �t����i a ���a����� i� ���f � � �, c�u� i� f�a ��iiis, �leanu�� �r �riolation� repot�ed f�r �he facility, �nd nc��;�uider�ce of U�Ts currently residing on the �roperty. The standing water ab��rved filling � depression c�n fihe western por�ion of the �'roperty is not a RE� �ue:;�� �he�depression appearing to be a resulfi of U�T remoual, and the �t�ndir�c� �r�iater appearing to be from precipifiation. It �s ��r �apir��t�n fih�t th� �on��r�n fc�r vap�r i�firu�son �r� the F'roperfiy i� lc�vv b��ed on RWC�C� r�c�t requirir�g �ny subsequent mitigation me�sure� fior the future planned u�e. Th� pr��ence of cont�minant re�idue� i� cor�sidered de rninimu� b�s�d an case clo�ur�. o significant d�t� g�ps were identified that affect �he ability of th� nvironrn�ntal rc�fe�sional ( ) t� identifiy �Cso T'h�r� are no �nusual cir�urnstanc�s wh�re greafi�r certainty �s r�q�ir�d reg�rding �. o addit6onal ��s��� �nt �pp�ar� w�rrant�do �� Ccar�ver�e Praject No. 15�16�101-01 31 ��'� �,opyrigh�2015 Converse �onsultants . . � . �c�nv�r�� h�� per�orrr�ed � Phase ! Envirc�nment�� �ite A�se��rr�ent in g�n�r�l ��nf�rma�c �nrith the ���p� an �irr�i��fiior�s �f T rac�ice 1527-13 f�r th� Forrn�r It i��ount s �t ti�n �oc�te �t 2 111 Jeff�r�c�n venu� in th� ity f T� �c�la, alif�rniao �ny ex�eptio�� t� �r d�l�t��n� fr� this r �ti�� r e�crgbe in the Li it ti�r�� ar� xcep�i�ns �f ss ss �nt secti�n �f this report, Thi� ��ses�rr�enfi has r�� f� �� �vi nc �f r�c�a r��� � r��ar�r� �rt� l ��r� i�i�r�� i� ��r�n������ i� th roperty. � �or�verse Praject RJo. 15-16-101-01 32 � iaopyright 2015 Converse�onsultants � . . � � � Th� f�llc�wir�g dev�ation �nd limit�ti�n frorri the AST� St�nd�rd �r��ti�e wa� �n��unfi�re �rhile c�nducfiin �hi� has� I a Ir�f�r �tion uva� � ue�t fro th T �t a� n�t r�c��� d i� ti e �c�r in�lu�ion in this r port. ovvev r, this i� n�t dee �d �i nific�nt b���d �n �he knc�wn ��rr��t � hi�t�ri� �a�� c�� �h� r� y �r� I��k c�f r���r�� o� th V� T databas�. ��, Converse Project IVo. 15-16�101p01 33 � t,opyrigh��015 Gonverse Consu]tan�s ■ i 0 .:_ .' �. . 6 _ _ �� m o mY w Ther ar� enviro�rnent�l i�sue� �utsid� th �c�p� �f the T 1 7-1 �h�t c n b� ass���ed in c�nn�cti�n vvith a comr�erci�l real estat tr�n�acti�n. The�e r� de�lt �rvith �s n�n-�cc�pe ��nsi �r��ion� �ince they do not typically pre��nt a uperfund Li�b�lity. T� e�ific �ev�l of inqui (i� �ny) is d�fin d in the r�po��l vrrhi�h �ontair�� a cop� of �r . The�� r��n-�c�p� ��r�i��s r v�ry �li��t-�p �ifi� nd n t ��vered by fih T �t�nd�r m �h�y ar� frequently relat�d t� the usin�ss environ �r�tal ri�k which i� ��i;� d sn �h� �t�nd r � "ri� hi�� ��n h��� � at�r��l r��ir�� r�t�l �r environ�n�ntally�driven irnpacfi an fihe busit�e�s a��c��i�ted vu�th �he c�rr�nt c�r plann�d us� ofi � p�r��l �f �� rn�r�ial re�l est�t�...,, o nc�n-�c�p� i��ue� er� dr �s in th�� r�port. ���, �onverse Projec�No. 15-16a1 Q1�01 34 ��� Gopyright 2015 Converse�.onsuitants s e v ... � _ - .. m� w . . I d�clar� fih t, �o th� best of y professi�nal kr��vuled e and b�lie�, i et fihe defini�i�� of nvironrnen��l rcafessior�al as d�fined in �12e10 c�f 4O F 3�2e I hav �he � �ific qualifica�i�n� bas�d on � �ac�tion, tr�inin and ex eri nc� �� a�s �� � prop�rt� �fi th n t�r�, hi�tca , n �ettir� �f th �ub� ct �ar�op rty� I h v v lo �nd p rforrrr��d the �I1 apprc�pri�te inquirie in car�f�r �r��� with th s�an ard r� ra��6� � �et f �kh �n �r� 31 . , �' �� %��/i%/; ��rB'1'i�C� ��6� anaging �fi�er �hi� - h��� I � �� �o pl�t �and�r th �up��r�i�i�� �������� �b��� nvir�n er�f �I F'rc�fi����an�l. � �or�pl�t� �i�� �f pr�p�rer�, �nd fiheir ���p���ib�9iti�� ��r thi� aU����r�ier�t, i� �r��id�d a� �h� f�l!v��rir� ���6;�� � �ct��� �3.0, �i�t �� r���r�r��. � � � ��r�v�rse Projecfi No. 15�16-101-01 35 �opyright 20�� Converse Consuitanfs . � , _ r . k� ��r�ior Vi�e Pr�sid��t/(l�anaging �fficer a op Li r I t�di �, ��ir�n er�ta� tu � � h��d�, �i��rsity �� �if�r�i , ��t� r ra, 1 . al/ H ertified �bestos �nsult�nt, # -20 3 � � �ql.l�1/ a �1��i" lo i@�'! ��i�r �/��� r��i ��t ar�d �r� ir� ffi��r �f ��v r��'� l�for�i nviror� �n� I offic��. ra k� ha� �erv�d �s th� rincip�l-in- h�rg� and �or�tract drr�ini�tratc�r to ��liv�r � r�✓i��� to �ur p�abli� a �n�y �n priv fi� �li�ntsa r. k h � 24 y r� �� �� �ri�t��� ir� th fi Id� f nv�ron �r�t I u� ili n� in�ludin h�s� I n h s I� r�viror� �r�t�l it� s���� �r�ts, �b��to� �u �.�y�/�p��ific�tion�/�b te er�t r���itc�ring, �re�iminar� Endangeru�nera� A��e��mer�t� ar�d ���oci�t�d �°�ppl�rn�ratal �it� ��iv��ii��cic��a� �r�� ��r��v�� ��i�r� '�'v�r� ����ii �� �� tic�n, �ari��� ��r � �� e edi�tian, urn n ealth i�k ���ss ent �r��' '1ndo�r ir u�lityo r. k i� th� �c�rr��t ub�ornrr�itt�e hairrr�an for .�0-�2 ��I �s��s ent ��d �n�g�rnent �f th A ���I .�� �o�,i'i���� u� nvir��rn��ii�l ���:���r���r��, i�k �r�ag���nt, �rrecfiiv� ction, which ir�cludes hase I A �fi�ndard�. � w�y of thi� nati�nal leadership r�le, r. ��e ��� u� �� dat� �nc�a���d�� �,��� k�y ���������e o��t�l ��id�i�c�� r�iaii��� t� environrnent�l a�sessrr�ent of re�l estate. Princip�l are� of r�spor�sibility for thi� E�A, r�por�: Prc�ject Management, �lien� Poin� of Cont�ct, �roperty �ecan�ai�s�nc�, Int��ari�ws, Historic�l �es�arch, Regulatory Interaction and Renork Gen�r�tion, ��a�litv �����r�n��/C����lity ��?!�!trc! ar?� �Prhnica! Review. ,A�pr�� Fri�bie �tafif Environmenta� �cientisf �o�., Environmental ��i�nc�, �oil ��ien�e Ernph��is, llniv�rsi�y of ��lifornia, iv�r��d�, ��11 �e a., �eologic�� �ciences, �c�il �cienc� �rogram, l�niv�r�i�y of �alifc�rn�a, �iverside, 2014. s. Fri�bie i� � st�ff �nvironrn�ntal professional r��ponsibl� for conducting h��e 6 ��d ha�e II Environmental �it� ������m�nt� in the Redl�nd� offi��. IV�so Frisbie h�s �uthored and ca-authored several publication� in research areas incfudin �oil �cience, w�ter psalicy, �nd �gre�ulfiure. rincepal area of resp�nsibi�i�y for �h6s A rep�rt: rap�rt� ec�nr��i�� nc�, i�t�rical ese�r�f�, e ul�tory Interacti�r� ar�d ep�r� en�rati�n. ��x, Cc�nver�e Project No. 15-16-101-01 3 �� � �opyright 2015�onverse�onsultants � d� nta � nvir�n er�t I �nsultanfi� { ), �iv�l�ged and �nf� �ntia� ��I �n oi! � lin ep�rt, J�nuary 31, 201 . r�nds�n, Janis, �r�on�l � uni��tion, J n�a�ry 2O1�. r�wn �nd ald�vell, Fir�t uarter 2013 ro�ndvvat�r � �di ti�n rc� r�s� � , prii , 013. �lifornia epartrr��nt o� �ons�rv��ion, ivi�io� of in � �nd �lo y, e�l� ic �p �f �aliforni�, 2�1 Qw �liforni �partr��r�t �f o��ervafii�n, ivw�i�n of i1, �°�n ��th�r �I e��urce� ( ), n�ir�e apping y�fie�, �uie�nr, Janu�r� 2015. lif�rni� ��ir�r� �nt I �rotect6�n �r�y � ��I� }� e���t��nt c�� i c�xi� ��b�t����� ��rt��i, ��r��� �sic��, ���a �i r�r l���rrr���i��, J�r��� ��1 . ��I� , �r��ir��t�r �b�it� {htt�:// we�n�ir��t�r.dt��.�a. ov/ ublicf, J����r� 20� . �alifornia egionaf Water C��ali�y Cor�tr�i�l %��ard, ��:n ieg� �gion, �I��nup �nd �batern�nt C�rd�r, f�overnber 26, 2011. C�liforni� Region�l W�ter C�uality Cc�r�trol ��ard, �an [�iego Region, Nc� Further Aetion �. Letter, F�br�arv �8, 2014= California R.egional Water C�ua�it�r Control �oard, �an Diego R�gion, F��que�t for inforrn��ion, Janu�ry%:2015. � �aliftarnia Region�l 1JV�ter G2��lity Control Board, ��n C�iega Region, Terrnina�ic�n c�f �nrollment i� General 111���t�: ischarg� �quir�menfis, J�nu�ry 26, 2015. �al/�PA, �eoTracker�1/ebsi�e (h�tp://qeotracker.waterboards.ca.c�,c�v/}, January 2015. auffield, usan, erso�al �ornmuni�ation, J��uary 28, 2015. E , Inc., �q���t fi�r eri�l hat��, Tcapo�raphic �ps �n �nb�rn ps, J�n� 2015. n�ircan en�al ��ta e��ur��� ( ), lr�c., � adiu� ap �p�rt �ith e��heck, J�nu�ry 2015. �r i� + �saci�tes, ernorandum, �rrectiv� ction lan, ctob�r 22, 2014. � ��ti� Gor�ver�e Prc�ject No. 15m16�101mp1 37 � Go i i ht 2Q15 Co�ve��e Ct�n�ulfia�t� PY �9 Riversid� County, C�ep�rtrnent of nvironrnental H�alth, File R�quest, January 2015. iver�ide ��u�ty, � �rtr�rent �f �ablic �rk�, Fil� equ��t, J��u 2 1 , �uth � �fi ir u lity ar� e nfi ��tri�t, qu �t f r �r�f�r �i�n, J nu� O1 . T it nvir�n �nt I, l� T � c�v�l n verexc v�tion ep�rt, �t�b�r 2 0 . �"� ��� , mty �f9 ir� ��r� ���g Fir r���r�ti�� �r� u, Fil� �q� �t, � �u��,` 201�o lJnited �tat�� epartrr� nt �f Transport�tion's ipeline and H�z�rd�u� a�erials afefiy ini�tr ti�n �nl�ne �t� a��, a�ces�e J �u r� Q1 0 ni�ed t�te� eolo acal �ar��y, 7.5- �nute T�pogr�phi� uadran le�, urri�tta, 1�7�a �� �onverse Project No. 15-16-101-01 3$ �� �capyrighfi 2015 Gonverse Consultants 9 � ■ B 6� �� �onverse Projecfi No. 15-16-101-01 Capyri�ht 201� �o�verse Gor�sult�nt� Geotechnical Engineering,Environmental�Groundwat�r Science, Inspection&Testing 5ervices I i �i r t ri ti T'�o C�r���r�e ���s�l�an�� 10391 C�rp�r�t� Driv� edlands, �ali#�rni� 92374 Pr�j��t Titl� �t�; Project Addr�s�: � �: (Ple�s� id�ntify n�r�n� �ddr��� �f p�rs�n/�ntity �pplying f�r p�rrrr�i��ior� t� ��� the r�f�ren��d r�por�.� �4pplicani � �= i�����y �ppl��� f�r ��rrr7is�ion fic� ��� the refer�nced repcart in ord�r to: � ��i�ii:c f?i`vvij�"°i�'a vi i i�@u°�S �iU u��i�1E? i���.'C�i"i�:.:�f� f��ut°�''i �i�:C,:dU:��: Ap�alicant also understand� �r�d �grees tha� fihe referenced document i� � copyrighted docurnent and �hall r�rn�in ��� �ole prc�p��ty c�fi ��nverse �onsultant�. lln��thorized us� c�r copyir�g �f t�e repor� is �tric�ly prc�hibited without the express vvritfien perrnission of ��nverse Consultants. Appiica�t understands and agrees that �onverse Consultants may�ithhold such per►Yoi�sion at its �Qle discretion, or gr�r�t �uch permi�sion upon agreement to Terms and Condi�ions, such as the payment ofi� re-use fee, at�ongst athers. �pplicant �ignature: �pplic��t N�rn� (print); Title: �fie: 67 ��,,.�v-. �onver�e Project�lo. 15-16-101-01 �"�� Copyrighfi�015 Converse Co�sUltants 67 � �onver ht 2015�o�p er e16��Q ul ants pY � �����'�`'x�'"��%�������'�„��`�;: �.�`��� ���v`�,�f4�,,.�%' ��� ����'���w�'r``�'�,�` '��� �3������ ���'���"�„�;�,��'h" ��� �,,. �..., .� � ,F� r ^�-'^�w�- �`"'�, ` „��r '� .. .y�'�� �'"rr"?� %� '�''�` ,.; � ���"� r /��y/ �� / ��� /��r'�f rr/ � �f y,f �����.; r," . r : .w ,� ,/i ' i- /' k s , r.,, / � �: p%�'J*� ��+ �i � � �.a�' ''� � �,E'1 ��. � � , f �� � r�; � ��. 'x" �' /� r �/s � �' ! w �. , . � % „�n'� � a r 5,�, ,�r,�/',�, 1f "%%! �' f` %f� �' � w«w/,6���,' ��, 4 "' ' ii � �:.. I t �.�, , �� � „ � . �/F �, �` ��� �`. �y . y � �_" �.. ��'�.. 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FIGURE ��n����e �on�ult�n#� 2 � s� � �onver�t 2015 Co�er e1�ono ul ar�ts pY 9 % � � � @'D � �> � �� VVater Quality Management Plan(VVQMP) Uptc��rvr�Ternecula,0.ufio�pa TM 3751, Lot 9, PA15-0520,LD 16-0668 � . f ' � Lld Te�.hniccrl!;�feasi�i!ity Ar�a!ys�; This ��p�ndi� is r��t �p�li��bl� be���ase �II D - �� �r� ��ili�ir�� I�.I� �I�.r�,�nt�� -�6- I � � � � . � �, � � VVater Quality Management Plan(iNQNIP) Uptavun Temecula Auto Spa TM 3751, Lot 9, LD 16-1613, PA15-0520 � ' � . �N1P Sizirrg, C?esign�P�°�ils and otherSupport;r,��ocument�*i�r� _��_ ................ ..........r..u.......... ................ .......... .i. ............... . . 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S�c�i�n 1��4 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,. �r��e�the ��t�'Pcrc�ntl�e,24-�c�ur�Zainfali�3ep�� �ss = �.95 : .................,,.,,,.,,�,,,,.,.,,.,,...,.,.,,,��...,...,,.,,..., __ I��t�rini��th�Eff��tiv�Itnp�rvi��s Fractior� -- — �'�'�,i v�'�.�iC3S�-i��41ii`v'�211�114i juiiaC�CGij�,a ��'21u'�1`21��4���.�11�S�u�*t�'�1�� (USe�lT�� C�OW21 171ed1Uj Effective Ilnpetvious Fraction lf= -0.10 : ........................,,..,,.,,,.,,,.,a,,.,,.,.....,,,,,,.,,,,,,,,, Calculate the coinposite Runoff Coefficient, C for the BMP Tributary Area �1Se th�f�llpwina�nLl�.t?��?hac��Orl thQ u1FF/���'F M�t�IO� C=0.858Ii�:3-0.78If+0.774If+0.04 C= ��� � ��::� ����;; � I��ter�nine L��sign Storag��o�uin�,�sMP Calculate Vv,the 85%Unit Storage Volume VU Dgs x C VU=" ��x���`� (in*ac)/ac �alculate the design storage volum�of the BMP, �BMP. 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No�es: ,,,,,,,,,,,,,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,.,,,,,,..,,,,,..,.,,., ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,.,,,,,,.,,,,,,,,.,,.,.,,,,,,_,,,,w,.,.w,.,,,,.,,,,,,,,,,,,,,,,,µ,_,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,.,,,,,..,,,,,,,,,,,,,,,,,,,,,,,,,,.,._,,,,,,,,,,._,�,,,,,,,,,.w.,,,,,,,,,,,,,,,,,,w,,,,,,,,,,,,..,,,,,,,,�,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,.,,,,,,.,,.,,,,,,,,,,,,,,w,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,.,,,,,,_ �„, �r�il�� ��1�'��°1�� ��t�lC���'� `Required Entries Le�end: �31�'�P��s������ e,V��P (�ev.�3-2012) _ ��.l�ul���d��lls ;,,. ,.,,,,,.,,,,,,,,,,,,,,,,.,..,.,,,,,.,,.,,.,,.,,r,.,,,.N,,,,..,,,.,.,,,,,n,. ,,.,,,,,,,,,,,r,.,,.,,.,,.,..,.,,,...,.,,,,,,,,,.n,.,,�,.�,,,.,,,,,,,,,,..,.,.,,n,�.,.,,,,,,,,,.,....,,,,,,,.,.,,,,,,,,,,,,.,�,.H,,,,,,,,,..,.,.,,,,,,�..n„v,,.,,.,..,,,,,,,....�..,.,,...,r,..,,,,,,,,,,,,,.,,�,..,.,,,,.,,...,,.�..�,,......�...F.....,.�,r.H.n,.,�..,...,,,,_,.,,,,,,,,,,,,,,,,,,,,.,..,.,,..,..,..,.,.,.,,,,,.,.,,.,,,,,,.,,,,...,.,,,,,,,,.,.....,.... ,,.,,..,..,...,.,.,..... . . ' s� �< � �, � 4��� s � �9 F e' r tr.� s�� f's r -r - v r.f� � . .,�. �sR•Y� �.�a i ., { ',t,s,,f�:�€..., v�(Ji"�Y.,��C�.,�.,;.�'7<,�,�i�".�.�� €.1;.'-�.v.;+..�;� i:�c(:#1"$;is,i3�,�; s$.i ,E t;�i.�..y,v�.h:' t.,s€4�k�.�,,,,.f.}:...€"�<. `�i,.,r��.� �z�e''�� �sk�,.���s�i.:a��',�.&�.�i�.�����4.) ;�c�rripan�I�1azn� S o�Engin��rin� ��te 4/24/2t316 ; ;I�esign�d by R�bert County/City Case I�To PA 0�20,PA 0521 n.,,,.r,.�„H.,...m�..,,.,..................,,.....,,.,,...,.......,,,.,,, ,.,,,,,�„ �,,,.,,., ,..,,,,,, ,._.,,.,. ;��mpany Proj ect I�Iumb�r/I�1an1e Ilptown'T�m�cula l�uto �pa ; ................:.............�.,.,..,,,._.,..............................,........,._..........,.........,...,.......,....,,.........,,.............,....,......,........,....,.�.....,...,.................._.,..................,..�........,.,..,...,,,,..,..;:,,..:..,.,....:...,,....:,.;,.....,,........._.,,...........,......,.,,..,..,......,. `;II���i�ag�.�.rea�1umb�r./1'�I�rn� BI(�2 ; ...........................�,.,,,,.....,...,_,,,..,,,..,,,,,,,,,,,,.,,,,,,,,.,.,,.,.,.,,.,,,,.,,,.,.,.,......_.......,,._..,,...,,.,,...,..,,,,,,_,,,.,...,,.,,,.,,.......,,...,,..,....,,.....,..,..,.,,,....,..,.,,,...,.,,,...,.,,.�.,,,,,.,..,.�.,.,n,,,,�,.,:,,,...,,.........,,....,....,,,,.,,,,,._,..,�,,,,,,,�.,_,,.,..,.,...,......,..,. -��t��t��.��°�� �'�i���ary���h�s�e��ur� A�I�= �.�C� ��r�s �Sth P�r��r��xi�� 24����ar FZainf°�li�3�pth, frc�r�th�I��h�et�l l�l:�.��n�I�ndboc�k�pp�ndz�-� --_ -- Site Location Township SS Rang� 3�V : ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,..,,,.,.,,,,,,,,,,,,.,,,,,r,,,,,,,.,,,. Sectic�n 14 , ........................�,,.,,,..,,._....,.........,,,.,,.,.,,,,,,,, Ei���r�he �Sth P�rcer��i1�,24-I�aur R.ainfal�I���th ��s = d,9� ; ...................,,.,.......,..,...,,.,......,,,.,.,.,..,,,,,,,,.,., I7�t�rznin�the�ff���iv�I�a�p�rvi�us F�-��tior� ----- T��� of ro�t-de��lap�il�nt s�r�ace�,c�ver C)r�����ntal L,an�'�capAr��� (u�e pu11 down menu) Eftective lmpervious k�raction I f= 0.10 ; .........................._,...,,,,.,...,............._....,..,..... 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Calculate the coinposite Runoff Coefficient, C for the BMF'Tributazy Area TTcP th��i�l�pw?r�g���,��t�nri hacP�Qr�thP WF�f14C!„`F lO�TP��p� C=0.85�I�-0.78If-�-0.774If+0.04 �= �� �������,���� � I��terrrii�e Desigr���o�age�I��ume,�i�sMp -- --------------- �alculate Vv,the 8S% Unit Storage�olume Vv=D85 x C Vu � ���'�� �` (in*ac)/ac Caiculate the design storag�volulne of the BMP,VBMP. ��MP (f°t�)— VU(in-ac/acj x AT(ac)x 43,�60 (ft�/acj VBMp=� � ��� '����� � 'ft`�� 12 (in/ft) � ,.,,,,,���.�,w..,,,,,�.�,.�,,.,�.�..�..�.�.....w ...,..,,,,,,,,,,,,,,,,,,,,,.,,.,,....,..,...........,,....,..,,,..,,.,,.,...�.. 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Calculate the composite Runoff Coefficient, C for th�BMP Tributary Area ^ T��e t_h_�follnw;ng P��aat;�n�as���n thP w�F/A S��1VIet?:v� �=Q.�J�glf-�.7�1f-I-�.�741f�'�.�4 �= � �' ;����";:�, :�: I3�t�rrnine I)esig�S�orag�Vc�lulne,VsMP — Calculat��v, the 85%Unit Sto�ag��olume �U D�s x C Vu=; ;�����` ;(in*ac)/ac ; Calculate the design storage volurrie of th��1VIP, VsM�• VsMF (ft3)— Vv(in-ac/ac)x AT(ac)x�3,560 (ft�/ac) �BMp— � �� ���� � � ft° 12 (in/ft) ,_,.. ,,.,�ti.,� ,,.w,�,��,�,,�., ....,.,.,,..,,,,,.,.,,,,,,,,,,,,,,,,,..,.,,.,,....,..,.,,,.,...............,,. l�otes: ,,,,,,,,,,,,,,,,,,,,,, , „u, ,,,,,,� ,,,,,,,, ,,,,,, � ,,,,,,, ,,,,,,,,,�, , „,,,,,,,,,, .,, „ .,,,.,..,„_,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ���1�� ���'��:�'1�� ��$��S�1�C� ; Required Entr�es L�gend: , �It�P I�e�ign Vo�urne,���� (�ev.03-20�2) ` p;�� � �a�cul�.t�d��lls ...,,,..,., . . . f h,,,,,,..,,,.,,.�..,,,,,, :S y,,,,,.,,,.,.,,.,...,,,,.,,,,,,,,£�.,,,,,,,, .t-..,.. . 4 . . .. o�� s 3 �'v� ��.3":':%#.3 2, � ��:k� .�i.i c „'� �„ , t:�i`}@k,��k7., c.€3s�-�,.;i.s�.,...�::a x��.�e��"a.��� ..}w,:c:�'�.'sa.t;�€.k21T€az.z..,�l�s�� avri�€1._�'.s;��zx �'. �t;������°L}:.;s.�€;', �.�������� �i�%��r���E�u�'s•.��a€�5:��<x�'s :�o�n�any I�a��1� �axon Engin��ri�� Dat� �i20/2016 ; ;T9esign�d by Rob�rt �ounty/City Case I�10 PA 0520,PA 0521 , ,,.,,.,..,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,�.,..............,.....,..,,.. ,,,,,,,. ,,.,,,.,W, ,.�,,,.� ,.,.,,.,, ;Company I'roj ect I�umber/Nan1e LTptt�wn�'�znecula 1�utc� �pa ; .............................._.........,...............,........,......m......................_......,......,....,.... ....,..,, ......... ................,.........,..,,,, .,,.....� .,.�.,,,, ,,,.,.,.� .,...................._..................... �]�rain�g�A���I�umber/I�larrz� L,�2 ; ,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,.,,.,,.,,.,,,,,,..,,.,,,,.,,,,, ,,.�,,.,�,.,..,..,,.,,,,,,,,,,,.,.,,,,.,,,..,.,,<....,.., ,,,,.,,,, ,,,.,,,., ,.,.,,,,. .,,..,,,, .,,,,,,,. ,,.,...,. ,,,.,.,,...,.,..,,,,,.�,,,,,,,,..,,,,,,...,. `Ent�r t���a�a�'ri�������o t�i��'�a�ur� �3,= 0.004 ���°�s �5t1� Per��nti1�,24��i��zr€���n�`�Ii L��pth,�'r� the I�����tal I�✓Iap in �-l�ndbook 1-�pp�nd�x� Si�e L,ocation Township $S �ang� 3t�V �ec�ion 1��4 ; .........................................,..,.,,.,..,,....,,..,,..,,,. �r�ter�:�c ��t�'�erc�nti�e, 24-�iaur I�ainfall�ie�t1� �Rs = �.g5 ..�..................................,...,,,..,,...,,..,,,,,.,.,,.,,. L)�t�r.tnine th�Ef�'��tiv�Iaa�p�rv���s F'ra,��ic�n T���uf pc��t-devc�Upm�r�L sa�fac�cov€� �rna�n������,a���u����g (use pull down menu) � �ffective Impervious�'raction It= 0.10 Calculate the composite Runoff Coefficient, C for the BMP Tributary Area [.JcP thP frJ�lO�zrinb P��,��tl�n h��P�OI2 t1;P�I�I�'FfA.G('F 11lTyt�1C>£� C=0.858If-0.78I�+0.774If+p.04 � C= ;���� �.�;� ,���` I�e�erl�i�e Design Storage Volume,�B� ----------- Calcula�e VU,the 85%Unit Storage Vol�me Vu=I��s x C Vu=;`� ',����:�� �(in�ac)/ac �alculate the des�gn storage volume of the BMP,V�Mp. �sNrP (ft�)= Vv(in-ac/ac)x AT(ac)x 43,560 (ft�/ac) VBM�=; � � �� �f�`� 12 (inlft) ,�,M�,.,,,..�,�ti,.,,,U.,,,�,titi.,,,�.,�...,.,,.,m., ..............n..,.,,,,,..,,...,,,,,,.,..,,,,,,,.,,.,.........,....,.w„�,,,. Notes: ,,,,,,�_,,,,,,,,.,.�,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,., ,,,,,,,,,,,,,,,,,,,�,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,w,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,.,,,,,,,,,..,,,,,,,,.,,,,,.,,,,,.,,,.,,,,,,,,.,,w,,,,,,,,.,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,.,,.,,,,,,,,,,,,,,,,,.,,,,,,,,.,,,..,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,..,.,,,,,,,,,.,,.,,.,.,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,�,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, �clil�� ���'��lt� ����t"S�2�C� Required Entries. Legend: ; �Il�P lJe�i��ZTolume,V��P (Re�.03-2012) ; �_::._� �alcul�t�d��11� ,,,,,,,,,,,,,,,,,,,..,,,,,.,n�,,.,,.,,.,�,,,,,,,,,,,,,,,,,,,.,,,,,�„v,,.,.,,,.,,,,,,,,.,,,,,,,,,,,..,,,.,,,,,,,,,,,,,,,,,,.,,,,,.,,.,.,,,.,,,,,,,,,,,,.,m,,,,,,,,,,,,,,,,,,,,,.,,.,,,,,,,,,,,.,,,,.,,,,,,,,,,,,,,,�,.,,.,.,,,,,,,,,,,,.,,,.,,,,,,, ,.,,,,.,,,,,,,,,,,,..,,,, „ , , % ��..��4 4 :. :, p ;�4 3 5 � �> 2.' f , rv, "w 5 ' s � �� 7 -a ' .i ttJi.��..<,�£l.f.::; Lt�£ ' s s i y-*� 3/ { i i F� tf9 -x �!ro. t{^j �} s�v S 6•.. �¢ „ , y`� y�� gg yy� g(ppq� : �.f.S�.i�.{.lu.i/k-ik..l£r3�i�Y%���:�4 £.iw� .�iv./�,L.E�.1 �4�.5..3.3i✓�.S�.iE.£.a,.ik r�S.l...,�:.�.�.5.(d..i. .L.4. .�x.s..:,aF.k.�fA#.�i,�diA � ��.,b"k.�,+ll y%u.�.�L..�..kR�k���.9�2,y4.G�b�.� . .. . �A..'S.$ . immwm+nv.um ;C�inpa�y I�1a.�� �axc�r�E�gi�eerl�g. . .,.,, Ijat� 412�/2�16 ,., , :L�esigned by Robert , ........ ..,,;.,,, ,,,, .,,,,:,�,,,,,,,,,,,,,. . ,,,,,,.,,,,,.,.., �ounty/City Case I�o,�'A 0520,P1�'0521, ,.,,,,,,,...,,,,,.,,,. , � ,, „ ,,,,,,,,,.,,,,, :�orripan�Proj ect I�lumber/I�Iarn� LTptc��n T�rnecula Aut� Spa -Iaraina�e Area I�lumberl�ai�� L�3 ; .�,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,r,.,,.,,..,,,.,,,,,,.�,,,,,,,,,.,,, ,,,,,,,_,,.,,,,,,,.....,,..,,.,,...,.,.,,...,..,..,.....,,.,�,.....,..,.,..,,,,. .,,..,.,. ....,.._,,,,,,,,,,,,..,.,,,,,.... .,,.,,,,.,,,,,,,, „ „ -������������'Tr�b�t�ry t��his�'��.tur� �T= 0.00� ����� �_._-$5tl'P�rc�r�til�,�4-ho��°�.��n�a�l��p�h,f�c�m��i�I�ohg��tal I��p ir��a.ndbs�c�k Append��� Site Locatian Township 8S ,.,,.,�,..,,,,,.,..,,.,....,,.,..,,..,.,,,....,,.,�.,,,,,.,,,..,,,.. Ran�e 3� ; ..,,.,,�„N,,,,,,,,,,,,,,,,,,,,,,,..,,..,,,,,,.,.,,,,,,,,,,,,.,,,,,, S�ction 14 Ent�z th� �St'�I��rce�til�,24-%�ur 1�aanfali i�e�th 3�Rs = 0.95 ; .,,.,,.._,,,,,,..,,,.,..,.,�..,,.,.,_..,.,.,,,.,,,,,.,.,..,,..,,,., I��t�rmi��tl���ffectiv�Iz�rap��vi�us�'�-���i�n --- �'yYe�f po�t-dev�iG�mei�L su�f�c�covei C)rr�aa����a�I,a�d��ayi�g (us�pull down menu) � � �ff��tive T�npervious Fraction If= �0.�1�0 ; ......................................................,,,,.,,.,,,,.,.,. Calculate the coznposite Runoff Coefficient, C for the BIVIP Tributary Area �SP thp fSJ��O.xT�nb:y�.a�t�.^,n hµ�P�i �r th��T;TFF��C,,,'('F 1\1T�t��� C=0.858I�3-0.78If+0.774If+0.04 C— ,.,.� �� ��,�,�.v ,,,,. De�erinine�3esign Storag�Volume,�T$MY Calculate VU,the �5%Unit Storage Volume �U=Dg�x C Vu=��� ��.������� ;(in*ac)/ac Calculate the design storage volume of the B1VIP, 'VBMP• VBMP (ft3)= �U(in�a�/ac)x 1�T(a�)x 43,560 (ft�lac) V�Mp— ''�� �� ,��� � i ft� � � �wM ,,.w.,,, �,,.,,.ti„ ,w.,�. 12 (in/ft) ..,....................................�.,,,,..,,.,,.,,.,,.,.,....,,,,,,,..., Notes: ,,,,,,,,,,,,,,,,,,,,, ,,, ,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,�,,,,.,,,,,,,.,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,..,,..,,,,.,,,,,,,.,,,,,,,,,,,,,,,,�,,,,,,,,,..,,,,,.,,,,,,,,,,,,,.,,,,,.,,,,,,,,,,.,,.,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,w,,,.,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,_,,,,,,,,,,,,,,,,,,,.,,,,,,,,.,,,,,,,,,,,.,,,,.,,,,,,,,,,,,,_,,,,,,,,,,,,,,,,,,.,,,,,,,,,.,,.,,,,.,,,.,,,,.,,.,,,,,,,,,.,,,.,,,.,,,,,,,,.,..,,,,,,, ; �����. ���°��:�'1�� �����'S�l�C� Required Entiies - L�gencl: , ����e�i�n V�lu��,�TBMP {�e�.€�3�2012) __ � �;�:1��1�.��cl���1� i ,,,-`wq:s.}.,�,t . jy �y._( ,`s�% "� .,£,,, T ., , n y �6y x iY�a � $�*y *�� gb..�. y�� s r^y� b . .£��`4fa.S4�w 4�,1P.3..��Yetf�$.t..i£�ir.iL-.11�F.4iE�3.���£�'.��$k'�.�E��-�E,s-.°'i£iEi:�.:��.t��£.€,ft�4k��Si.xL.£.4,}�k"�r��£.£.�..sy..3..Y��i. i3v�i��x�,�,�E.�.,�n�.�3�.i�.S.aYfa.k.�uf.§.A,G��;.'�"�� .�i,.��y,.,s�b��.�%�.�k_S��S�:�.��9�'L'�A$.,>`",f ;�c�z�par�y I�1ar�� �a�c���ngin�e�ing I�ate 4/20i2C�16 iL)��ign�d b� �Robert �oun�y/�ity Ca�e I�to P�-0520,�A-fl521 , ,,,,.,.,...,..,.�,.,,,.,,,,.,, ,,,.,.,,. .,,,,.,,, .,,,,,,,, ,,,.,,,�, .,,,,,.,, ,.,,,,,,, ...,�,,,,,,,,,,,,,,,,,.�,�,,, ,. ,,.,.,,,..,,,. . ����npany P��j ect I�luznb�r/I�ame ��Uptawn Ternecula�Aut����pa � . .....:.,.._......�.�..,:..._..................................................................................�....,...........,...,...,.,.,,.,,...............................:......................._....�.,.,r..,.,.........,........,.........,..,.:.........,,,..:,;,,..,,....,,,,,,,.,...,..,,..,.,,.,.,.,.........,..,,.,,,...,....,,....,..,. ;I)r�i��g�1�rea�Tun�ber/l�ai�ne L:SS ; ,,,,,,,,,,,,,,,,,,,,,,,,,,..,,..;.,,.,,,,.,.,,.,.,,�.....,..,,,,,,.,.,,.,,.,,.,,,,..,.....,,..........,,.,.........._...,_..,.�:_.,.,,,,.,,,,,.,,,,.,..,,,_.,,.,.,,,,,..,,,,;,.,,.,,,,,,,,,,,,,,,,,�,.,,,,.,,.,,,,�...,,.,,.,,.,,,.,.,,..,..,..,.,�,.,,.,.,,,.,,.,.,,,,.,,.,,._,.,,..,,,.;..M,�...,�...,......�,...�.,,....,..,,,......,,,,,.,,. ;En��r th���°���"r�butar�t���°�i��'�atur� A�1,= Q.�S� ��i�s _�_ �5t�'�'�rc�r���le,�4��c�u�-���nf�1��epth,fro�����I��hy�t�l I��p i��-l�ndbc��k I�pp�nd�x� -- Si�e I,oca.tion Township ��$� ,,,,,,,,,,,,,,,,,..,...,,,,,,,.,,,,.,,.,,..,..,.,,,,..,,.,...,..,.,,,. I�a�a�� 3`4� ; ,,.,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,H,,,,,,,,,,,,,,,,.,,,.,,,�, Sec�ion 14 ; ..,.,.,...�,,.......,._............................................. : E�ter the ��th�ercerltile,24-�r��r t_�_ainfali �er��� �A{ = �.g5 ..................................,....,v....,.,..,...........,,,,... L��ter�nin�the Effec�tiv�Izr��ervi��� �'rac�i�� __—_ _-_� '�ype �f past-dev�lt��J�a�ei��su�fa��cov�l v�n�menta$�an�s�a�z�g (use pull down menu) Effectiv�Impervious Fra�tion If= 0.10 ; ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,_.,.,.,,,,,,.,,,.,..,,,.,,...,,.. Calculate the colnposite Runoff Coefficient, C for the BMP Tributary Area V vL+�Iaii.P.bv�.wif i'V AiA�rtPi�'�µ�ivii���7V�.i�dl�1!Pi Y'i'/Ll/1 lI.J�L 1�Y1V+l.1V0.�A C=0.858I�-0.78I�+0.774If+0.04 C= ��� � ������`'��; � L9eter2nine�esign Storage V�1ume, 'V�Mp Calculate Vv,the 85%Unit Storage Volum� Vu=D�s x� V��_ ���� �; ;(ia1*ac)/ac �alculate the design storag�volume of the B1VIP',VBM�• �B�p (ft�)– �U(in-ac/ac) x AT(ac)x 43,560 (ft�lac) ��Mp= `' ��, � �:_�'t`� 12 (in/ft) .,,,.,,,,.�.�,,..y.�,,...,.riu.��...,,..,.,...�.�,.,,,,..,. 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Calculate the colnposite�Zunoff Coefficient, C for the BMP Tributary Area T 1c� th���►llnwi�g Pn�iiatir����cP�,l ����a W��/A C(�'F�vtl;��l �=0.�5�I�-0.78If+0,774If+0.04 C= �`� �;�����;� �. i��t�rini�ze I7�sigr�S�ora�e�c�lume,VBMP � Calculate Vv,th� �5%�.Jnit�torage Volume VU=I��s x C Vu=��� ����`���� (in*ac)/ac Calculat�the design storage volume of the BMP,V$M�. ��M�P (ft�)— Vv (in-ac/ac�x AT(ac)�43,560 (ft�/ac) �IBMp= � �; �� � , ��� :�t° 12(in/ft) ,,,,�,,..,...k..,,,,�,,,�,.�,,...�,,,,,,,.._.��.,�,,. No t e s:.,r,,,,�,,,..,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,., .,„�,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,�,�,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,.,,,,,,,,,,,,,,,,,,,.,,,.,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,.,,,,,,,.,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,_,,,,,,,,,,.,,,.,,.,.,,,,,.,,,,,,,,,,,,.,,,,,.,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,.,.,,,,,,..,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,..,,,,,,,,,,.,,,,,,.,,,,,,..,,,,.,.,,,,,,,,.,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,.,,,,_,,,,,,.,, , , ��I1t� ���°���'1�� �����S��ai Required En�ries Legend: �I�P���i �o�ur�e,��M� (��v.03 2012) ��l�u����,d��lls y,...,,,,,,.,,,,,,,,.,,w,,,,.,,.,.,,..,,,v,,,,,,,,,,,,,,,,.,.,,,,,,,,,,,,,.,,�,,,,.,,,,,,,,,,,,,,,,,�,,,,,,,,,,,,,.,,.,,�,..,,,,.,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,�,,,,.,,..,,,,,,,,,,.,,.,,,,,.,,.,,,,,,,,,,,,.,,,,�,,,,�,,,,.,,,,,,,,,,,,,,.,,.,,.,,.,,.,,,,,,,,.,,,,,,,,�,.,,,,,,,.,,, ,,,,.,,,..,.,,,,.,,..,,.,,,,,,,,.,,,,,�......,,_.,au,uw�.,.......v..v.,...����..r..,,,,...,.,,.,,.,,,.,,,,,,,,,,,,,,_,,,,,,,.,,,..,v,,,,,,,,,,,,,,,,,,,,,,,,,.,,,.,,.,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,. 9 �'�" 'SS 'Y� 51 9� Y-z � / .N .y. �S�'/S ( C � '�' ; �y"" ��s � ;f`��w.�.�t."s.,.::"i'€):i�€r,.,s�:€.,.s.,T;�s:.'s<��,@iv��< s.... ..i�iw.;s l:;"s.C;€.:�`s;lis,t�.;�3ii�:: artis.l C.o,.rh.z �� ..w.�;�:s li�..}'s:f`s'.:.ss.. &.������''�� �.��.'�"s���z.��'�'&k��y.���'4��:�ss,i,j ;��xnpa�y I���� Sa�.c�r�Er�gir���riz1� I���� 4i24/2016 ; :I�esigned by Rob�rt �ounty/City Case l�io PA 0520,PA 0521 ,,,.,.,..,,,,,,.,.,,,.,,,..,,,,,,,,,,,,,,,,,,,,,,...,,� .,,,,.,., „r,,,.,, ,,,,,,.,. .,,,,,.,, ,.,,�,,,, � �ornpany P�t�j ect�urr�ber/Narne [Jpto�n Temecula Autt� Spa : ........:............................................................................._�........,.....,...............,.......,,..............,._.,..,,,.,..,�...,.....,..........................._...,..,..,.,,..,,,,,.,.,.,.,..,..,,...,.,.,....,..,..,.....,,............,.,,.,...,................n.,.....,......,..,..�..,......,�.......,....... ;L)rainag�A.rea I�lurriber/I�iaine L;S10 ; ,�,,,,,,,,,,,,,�,.,.,,.,..,,,,.,,,,,,,,.,.,.,,,,,,�.,,,.,.,,,.,.�,..:..,...,.,.,...,..,.....,�.�.,,..,..,,,,,.,,,,.,..,,.,,.,,....,,.,.,,.,�,.,.,...,,,,,,.,.,,..,,,,...,...,...,,.,.,,,,,_,.,,.,.,,,.,,,,,,,,,.,.,.,,,.,,,..,,,...,;....,,.,...:,.,.....,.,..,,.,,,.,,,..,,,,,,,,..,;,;,a:.,.,,,,.,a,,,,,.,,,,...,,,.,..,,,..,...:,,..,,.,,,,w.,,.. �=�n��r���1-"���a'T��b����y�s��hi����t�zr� �T= 0:0�1 ��,r�s $S�h P��°c�n��l�,2�--hou��a�nf�l���pth,frorri�h� I�s�hyetal IO�I�p in�Iand�bc�c�I�.�pp�nd�� � � �Site Location � Township ����$�S : ,,,,,,,,,,,,,,,,,,,,,,,.,,,,.,.,,.,,,,,,,.,.,,,,,.,,,,,,,,,.,,,.,,.,,. F�ange 3 W ; ,,,,,,,,,,,,,,,.,,,w,,,,,,,,,,.,.,,,_,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Section 14 ..............................,...,..,,.,.,.,..,.,..,,,,,,,,,,,..,.,,, �n�:����� ��t�'�ercer��i��,�,4-�our�ai�fall�e�th �Rs = �.�� L)�����in�th�Eff���i�r�I1np�rviaus F�a�tz�n �y��Uf post-��vcl��ment����face cov�� C�rna����al La���c�Y��g tuse pu11 down ineiiu) �ffe�tive Impervious k"raction If= �0.1��0 Calculate the colnposite Runoff Coefficient, C for the B1V1P Tributary Area T Tca thP f���Q�J;T�n��'.n.1�.���1�11�'u�:�flil t1hP ZAIF�/I��C('F l�/1���1�'� C=�.g�$Zf-�.7�If-i-�.���If-f-�.�4 C= � ;�%����` �� Determine Design S�orage�olume,�TBMp ; �alculate�v,the �5%Unit Storage Volume VU D85 x� Vu= � � ��':.�` `������(in*ac)/ac Calculate the design storage voluzne of the BIVIP,�B�P. �sMp (ft3}= Vv (in-ac/ac) x t�T(ac)x 43,560 {ft�lacj ��MP— � �� ft�` 12 (in/ft) ,.,..,...,.,,N,,.�.,.�,u.,,ti,,.,.Wr,,,w,.,,,,,,�,,.,.,,�, ,.,,,,,,.,,.,,,,,n,.,,..,.,,,,,,,,.,.�,,,,,.,,.,,,,�.,,,,,.,,,,,,,,,,,,,,,,,, Notes: ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,�,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,w,.,,,,,w,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,.,,,,,,,w,,,H,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,.,,,,,.,,,,,,,.,,,,,,,,,,,,,�,.,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,.,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,w , , ����� ���'���'i�� ��.��'�°S�l�t� R�qu�red Entries - ; :L�gend: --- ; , ��I��3esi��Toluz�e,V�lvrp (�tev.03-2012} _�..�....��.____:__� C1�l��l���d��13s ,,,,,,,,,,,,,,,,,,,,,,,,..,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,.,,,.,,.,,,,,,,,,,.,,,,,,,,.,,,,,.,,,,,,,,,,,,,,.,,,.,,,..,,,,,.,,.,,,,,,,,,.,,,,,,,.,,,,,,,,,,,,,,,,,,,,..,,,,,,,,,,,,,,,,,,,,,,.,,,.,,,,�,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,.,,,,.,.,,,,,,,,,,,,,.,,.,,,..,.,,,.,..,,,,,,,,,,..,,,,,,,.,,..,... ,,r�,.... ......m,..,..,.,,.,...,,.,..,,.,,.,,.,,,,,,,,,,,,,,,,, .,,,,,,,,,,,,,,,.,,,,,.,,,,,,,.,, ,�,,,,,,,,,,,.,,,,,. s �',.w.}�zs -r 7s Y :'tL��, y sw: 2, t �s � � ��, g '"�i�` i " '� �� ws F �"F¢��'Li°e.�3 .��,�'`��.. ,i.<:n.: .'S"�fJ�,�.k�#.�;.� �:i.�.f.,4..����F�R� �t.3�,.�f,2.>�w'�C>i.�1.:.�:f'tl.€.��.,szhs.;a�.¢1i.s .v.S.4,.a.3...Cs;'kik_. ktt�'7�'.k.�,.a.i...,hs.£.ks.).i����.tE., 6��.����� ��'� �.�,�$ :B 9,2.�'�2�����. � :�a�npai�y I'�arz�� 5�xc�n Eng�n���°in� L��t� �/2�/2D 16 , °I�esigned by l�obert �ounty/�it�Case l�io P� 0520,PA OS21 , ,.,,.,,,.,,,,,.�..,,.,.,,._._,�,, ,,,,., .,.,,,,,, ,.n,,,,,, ,,,,�,,,,n, ,, ,,.,, .,,,.,,,, ;�ompany Praj ect�Tu�ber/I�1am� tTp�own Z'�mecula Auto Spa _ .........................�....,.....,..r...,_.,,..,..,..,....n................,...,....,..,.,.........�.....................,...,.,..,...,....,..,........,..,...,.,,.,..,.,.,.,,....................,.............,..,,..,,..,..,,...............,.,...,......,.,.....,.........,.....,:.,.,,.........,.......,.,.,.,......,.......,..,....,...........,. ;L)�aina�e A�e�I�1un�b�r/I�arr�e I'l : ....:..........:,,,,.,..,..,..,.,,.,,.,.,.,..,..,.......,..,,.,,.,.,,,..._...,,.�,.�..,�.,,,.,,,,,,,,,,,.�.,,.,,,,,,�,.,...,,,,,.,.,,.......,.......................,..,.,,,,,,.,..,,.,_,,,,,,.,.,,..,,,,.,.,..,..,..,...,..,.....,...,.,:.,...,....,..,,,.._.,,,,.,..,.,,..,�,,,.�,,,,,,,,,.,,,,�.,.,,.,,.,.....,........�.......,�....,,,,,,,,,. ;�����t���z��� ���u�t�r}�����i��'e����� �.T= �o�� ac:��� _._n___ --.-----85th�'��c�n�ile, 2���our I��inf�11�7ep�h, frc� ����so�y�t�l��p�n I-��z�db�o��p��n�ix� _ Site Location T'ownship $S ; ,.,.,.,,,,..,,,,,,,,,,,.,,,.,.,,..,,µ,,,,,,,,,,,,,,,,,,,,,,,,,,,;,,, �an�;e 3� ,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,.,,,,,,,,.,,,,,,,.,,..,,,,..,.,,, Section 14 ; ...............................,,.,,,.,,...,,.,,,,,,,,.,.,,,,,,,.,,,,, ; : : �r�ter tl�e �5t�'Per��ntile, �4-hc�ur��infai��epth I)RS = G.�S _�_ ______________._ ; L)�t�ranin� th��ffec��v������aexvi�us F���ta�s�. �.�°.^ + � �;vire:;i�t�vi�°aS �I��ii 1�Yc of�G��-�evelG�izi��i�t sui�����c�v�-r � (use pull down menu) �,ffective Impervious Fra�tion If= 1.�0 ; ,,,,,,,,,,,,,,,,,,,,,,,,,.....,......_..,..,..,..,....,,.,..,,.,..... ____..__ �alculate the composite Runoff Coefficient, C for the BMP Tributary Area UsP rt�e f�i?��.�.Ting e��ati�a�ba�ed�n the«JEFIP.�C�Meth��' C=0.858If-0.78If�0.774If+0.04 C= � '���� ° Deterinine IJesign St�rage Volume,VBMP Calculat�Vv,the �S%Unit 5torage Volume Vv=D�5 x C V„= �����;��� �%(in*ac)/ac Calculat�the design storage volume of th�BMP,��M1�• VBMP (ft�)— Vv (in-ac/ac)x AT(ac)x 43,560 (ft�/a�) �BMp= �.�a �'' ft' 12(in/ft) ..�,kti...,..,..,,_.,,,,..,�,,,.�,..,.�,�,,,.�.�w,,..,,.,. .�..,,,......................................,,.,...,._,.,,.,.,...........,.. 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Section 14 : ,,,,,,,.,,..,.,,,....,.,..�.......................................... ; : �I�t��°the 85,�' ��rcentil�;24-hc�ur I�ainfaj� 1��nth �Rs = �.9� .................................................N..,....,........,.. - -- ----- ---------- - ______---- ---- - I����rrnin�tk��Eff���iv�Irn�a��v�c���.�Fr���ic�r� i j��,i. O�YvSi-C�t�V2i�j`?ITI�i�i.�iA�'f�G�COV�i �f3T1Ci�i�i`3Z°�Sj�11t��i� (use pu11 down inenu) �f�ective lmp�rvious Fra�tion I f= 1.00 ; ...,.,.,,,,_,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Calculate the colnposite Runoff Coefficient, C for the BIl�IP Tributary Area tJ�P t�� fn1ln�Ning P��aatlUn h�Se���tl�e«I��/���]E�`,��tl�ad C=0.85�If-0,78If+0.774Tf+0.04 C= �� �`���� ;`�� I�etermine D�sign Storage Voluine, �BM� Cal�ulate Vv,the �5%Unit �torage�olume VU=Ia�S x C V�_ �� ���� ���� � ;(in*ac)/ac ; Calculate the desi�n s�ora��volume of the BI�P, V$Mp. `��Mp (ft3)— �v (in�ac/ac}x AT{ac)x 4�,560 (ft�/ac) VBMp= ' � � �����`� ft`� l2 (in/ft) .,,,,,��.�.,..,,,,..,,,...,,��..., �,,,�..,.,.,.,,,w„ ,.,.,,,,..,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,.,.,..,.,.,,,,.,,�..,...,..,_.,,.... 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';I�r�ina�e Are�I�1umb�r/I�iaaz�� P4 :�ra���° t?�a.�4.����'���ut��°�eu th��F�a��.r� �.�= v;��7 ��r�s $Sth���c�n�i1�9 24-ht�ur�.��nf�ll D�pth� fr� th�Isc��iy�t�I�1ap i� I�andbc��k��ppendix� --- Site Location Township 85 I�.�n�e 3 V� ; ,,,.,,,,,,,,..,,,,,,..,,,,.,,,..,v,,,,,,,,,,,,,,,..,.�,,.,,,,,,,,,,, S�c�ion 14 ; ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ��t����e ��cY���rc�r�ii3e,24�hour��ir��`a��T�epth ��s = 0.�� : ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,.,,,.,.,,,....,._,.........,..... _-------- --- — �et�r��in�the Eff�ctiv�Irr�p��via�,i�Fr�cti�n �'y�v�f��sL�u�velc��e��su��uv���ve� �;��y�°e��;;����ha?� (use pu11 down�nenuj �ftective Impervious rraction lf= l s00 Calculate the coinposite Runoff Coefficient,C for the BMP Tributary Area �1�e the fc�llnwit1g Pnt�atin�bacPrl Q���P W�F'/A�(�'F j�/IPthnri C=0.8S�If-0.7�If+0.774If+0.04 C= ` �������:�,` l)eter111ii1e L�esign Stora�e�olu�n�,VBMP ; Calculate VU,the 85%Unit 5torage Volume Vv=D�5 x C �u–��'; ����"�� ��, ���`(in*ac)/ac Calculate the design storag�volume of the BNII',VBMp• �BM� (ft�)= Vv(in-ac/ac)x Az�(ac)x 43,560 (ft�/ac) VB�_ ''��� ; �;�.��� � �:"ft° 12 (in/ft) .�v....,.,...,�,,..,,,..�.,w,.,,,,.,,,N..,,.,..,�_�w..2,.,,. ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,..,,,,.,,,,.,...,..,,.,,,,,,,,,,,,,,, I�lotes: ,,,,,,,,,,,,,,,�,,,,,,,.,,,.,,,.,,,,,,,,,,,,,,,,w ,,,,,,,,., ,,,,,,,;,_ ,,.,,,,, ,,,,,,,,,,,,,,,,�,..,,,,,,,,, ,.,,,,,,,,, ,,,,,,.,,,, ,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,.,,,,,, ,,.,,,,,,,,,, ,,,,,,,,,,,,,,, ,,,,,,,,,, ,,,,,,,,,,w,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,. ,,,,,,�,,,,_,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,.w,,,,.,, ,,,., ,,,, ,,,,,,,, ,,,,,, ,,,,,, s ,,, ,,,,,,,,,,,,,,, ,.,,,, '��I1�� ���';�21�'l�� �����S��C�. 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R.�.n�e 3�V ,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,...,.,.,,.,,,,,w,,,,,,,,,,,,,,,,,,,,,,, Section 14 : ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.�,..,,..,........,.....,...,.,,.... Er�t��th� �St�'Pe�c;�z�tile,24-�our IZain�all�ent� IJuS = O.g� ; ....................�:....,.....,,,,M,..,,...,,,,,,.,,.,,w.,,.,..,. I��t�r�irae th�Eff��tiv�I�p�rvio�s F'ra�t�c�ra ^ -----____.. TyYe of pvs�-deve�opinenL�urf��E cover �;oncrea�or fi��ha�t (use�ull down menu) �ffective lmpe�vious�'raction I£= 1:00 ; ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,�,,,,_,,,.,,,,,,,,,,,. Calculate the coinposite Runoff Coefficient, C for the BMP Tributary Area i1�P tl��fn11n��J1I?g P��at��n�ase���t?�P�A�FF/e��'E �✓�et�od C =0.858If-0.7�If+0.774If+0.04 C= ���' Dec�rmine I7esign Storage Volum�,'VBMY Calculate VU,the 85%Unit Stora�e Volume Vv=Dgs x C �u= � �%��������, � ;(�n*ac)/ac �alculate the design storage voluine of the BIVIP,V�M�. �IsMP �ft3)= Vv(in-ac/ac)x AT(ac)x 43,560 (ft�/ac) V�Mp= `' ,`,,�� � ' � ;ft° 12(i�/ft) ti.,�...�s����..�K���,.�w�.,.,....,T,,.N���H ........,.......,,.,,,.,...............,.......,,.,..,,,..,,..,.,.,,......,,.�. 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'E�t�r t���r�a�'�ibut�r��c��hi��'�a�r� �T= 0;0�2 ��,�°�s �5tj' ���c�n����, 24-h��r�.ai�fa�l I��pth,fro th�Is��yet�l��p in�andbc�ok �pp�ra�ix � Site L,ocation Township 8S ; ,,,,,,,,,,..,.,,,,,,,,,,_,,,,,,,,,,,,._,,.,,,,..,,,,,,.,,..,,,..,... l�an�� 3� ; ,,,,,,,v,,,,,,,,w,,,,,,,,,,,,,,,,,,,,,,,v,,,,,,,,,.,,,,.,,,,,.,,,,. �ectio�a 14 ; ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,.,,,,,,.,,.,,.,. ���er t�c ���h t er��n9:iie,24-i�o�r Rain�a111�e�th ��s = �.�5 --- I:��te�°xn�n�th� �ffe�tiv�I�np��°vic��t��'ra.�t�can � ------- Ty��uf��s�-�ev��c�pin��L su��c��ave� �o��cre���r��p�a�� (use puli down menu) �ffectiv�lmpervious F'raction It= �1.00 : ..........................................._..............,........... Calculate the composite Runoff Coefficient, C far the BMP�'ributazy Area T�CP t�'1P ff�1���1�T/tYt�PC11.�.t�.L:.n..�:h�Uv�Q�i. C�iP��j�Flt'3�C��-u+ ��vC��� .� C=0.8S�If-0.78If�-0.774I�+0.04 C� � '�,��'�� � I�e��rzr�ine �.lesign Storage�olume,�s�, ---- -------- ----- Calculat�Vv,the 85%�.Jnit Storage�olume �v=Dgs x C �u= ,�� , ������� (in*ac)/a� �alculate the design storage volum�of the BMP,VB�. VB�P {ft3j= Vv(in-ac/ac)x AT(ac)x 43,560 (ft�/ac) �sMp= ����'��� ����� ;ftc' 12 (in/ft) � ...ti.�.ti.,,,.�,,,,.,.,,,,,,.,,�,,.�...���..,.�,�v„� ,,,,,,,,,,,,,,,..,.,,.,,...,,.....,..,.,,.,,,,,,,,,,,,,,�,.,,,,,,,,�.�,,.,,,, I�otes: ,. ,,,,, , ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,. ,.,,., �' ,,,�'�t, . ,.,..,,.,���'S E� ... , ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,.,,.....�, , R�quired Entries Lege�d: �_� ; �3���e���r�'�Ql��a,��Mp (T��v.��-2012� � ; � , ; ��l��z�a�t�� ��lls ,,,,,,,,,,,,,,,,,,,,,,..,,,,,,,,.,, ,�,,,,,,,,,,,,,,,,,,,,,,�,.,,,,,.,,,,�,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,�,,,,,,,,,,,,, „ ,,,,,,,,,,,,,,�„�,.,,�, , ,,,,, , : % f 'I� ! x 'grr.�iy�� � �'-.�oP' g .P�a..,s4 s Y{�. 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Section 14 , �,,,,,,,,,,,,,,,,,,,,,,,,,,,�,,,,.,.......,.,.,.,..,...,.......,.,.. �nt�r th� �5`'��ercentile,24-hour Rainfall I`��t� �R� = 0.�5 : ,,,,,,,,,,,,,,,,...,,.,..,.....,.,,..,.,,.,.,.,....,....,...,......,,, ----- I7���i�ni��th��ff��t�v�I]r���rv�ou�F'r�ction � - __.__ ____ ----- ---__ -----_ ___ --_ ._----- --__ _ _ --g_._- _ __ ____ _ __- _ __ _ _ . �j%�`iv �'if YGSi-u�Ve�O�lii2ii�SUila�c CC�V�T �:i�1C�t��i r�-i��'3�'2,��� �US��U�1�OW21 111�T1U� �,tt�C�1Vf�1111p�T'ViOUS�''S'aC�1011 If= 1.�� ; ,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,. Calculate the coznposite Runoff Coefficient,C for the BMI�'I'ributary Area 11�P thP�'�11n��;�i?1g���.lat��n LasP�on rhv��I�'F/P�crE Il�Se��av� �_�.��$If-�.7glf-f-Q.77�1���.�� �_ � `����,� Determi�e �.�esign S�orage Volume,VB�z� --_ Calculate VU,the �5%Unit Storage Volume VU=I��s x C Vu=���� ������ ;�� ,�;(in*ac)/ac Calculate th�design storage volume of the BMP,V���. �BMp (ft3)= VU(in-ac/ac)x !-�T(ac)x 43,560 (ft�/ac) VBMP=,�������; ��� �� �;�t° 12{inlft) ��.�.,..�.,�.��a..�.�,�,,,ti.�.,��.,..,�,.,.�.,, No t e s,.,...,.,.,,,.,,,.,,,,..,,,,,n,,,,,,,,,,,,,,,,,..... .i..........ri.................. ........... . . . i.i . . . .. .i... . . . .i.i...........i. . ... . . . ............................u.......y..ir.h....i...........ri.n. i....ri.... .....i.i.i....r...............................u.....i..............................i... .... ..i�.....i..... .................. . . iiii iiir i iiii..ii iiiiii. rwiri... iiiiiii iiiii..i. iii iiii iiiiiii iiiiiiiiii i ri�ii ii iiii � � �^�� ���S � Required Entr�es Z,egend: �I�P I�������c�1um�,�s�r� (�e�:C3-2o12} ��...__� .��._._ ��lc�:l�t�d����s £�s,�,f :�:i c $ ... 3 ••. �� � � -F S � rt iti. ,.y . .'v.�t 5.Y� �{r fs^s.�., � ��" l vv ry�i �,.�y:y.�.. �,.�; ,.�<az S_2:,� €s:€��rxl.,«.�''��.zs�'z���.�.�����.:�11„v:.o.li� �€.E.'1."�.�<Is�..,s,s.��.31s vv�i�.a1..�.s1<..,.-�ts.��skt;a.9:��a.E€.,,7R s:£�„�'�..��sn��w:�'�� �#.���;��ts�a���a.`s�a��.,@,e��a'`a��#�;s :Comp��y I�1�i�1� S�,�on��gi���ri�g I?�t� 4/2�126�16 :I)esigned by F°iobert County/�ity�ase�o P� OS20,PA 0521 ,,.,,,.,,,,,,,,,,,,,,,,,r,,,,,,,,_,,,,.,.,w,,,,,.,,.. ,.,,,,,,� ,,,n,,,,� , ,�,,,,,, ,,,,,.,,, ,,,,,,,,. ;�oinpany Proj�ct I�lumber/I�1ame `L7ptown T�mecula Auto Spa ; .......................:...........:......_................_,..._................,..,.........,.....,...........,.....,.......,,,�.,.,.,.....,......,,,.,,.,,,...,.,.....,.....,..........,......................,..,.....�....,,.....,.......,.....,.....,..,,....,.,.,,,....,,,,.,.,..,..,,,,,,..,,,...,,.,.,...,...,.......................,........... -I�rainag�Ar�� I�uinbe�/�laine 121 ; ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,.,,,,_.,,,,,.,,.,,,,..,,..,,,..,,.,.,,,,,,,....,,.,,.,,..,,,..,.,,....,,,.,.,,,,.,.�..,,,,,....,,,.,......,,.,,,,...,.,,.,..,....,_,,..,.,.,,,,.,,._.,,.,,,_,_,.,,,...,,.,,,�,,,,,.,,,,,,.,,,,,,.,,,.,,._..,,,,..,,,,.,,,.�,,..,........,..,........,..,,,,....,,.,..,,.,.,,,.,,..,.,,.,,,,.,,.,,.,,.,.,,,.,,,. ;��z���°��a��.�°�� �"�i'�u�ary���hi�����r� �,T�= ;:�i32 �.���s �Sth�er��ntil�,2�-�our I��a�f�ll I)ep�h,f�� �h��sc��y�t�l 1����n�a�dbc�����►p�z�c�i�E Site Location Township 8S ;, .,,,,.,,,,,,,,,,,�,,.,,,.,.,,,,,,,,,,,,,,,,,,,,,,,,,.,w,.,.,,,,,.,,,, l��n�� 3�7V : ,,.,,,,,,.,.,.,,.,,,,,,,,,,,,.,..,,,,,,,,.,,,.,,.,,,,,,,,,,,,,,,,,,,,. Section 14 ..................................:................................... Ent��°th� ����'P��c�r�tile,24-hour Rainfall�e�th �a5 = �:95 : .........................,........:,....,,,,..,,,,.,,,,,,.,,,N,,.,,., Ia�t�ran�n�th��ff��t���:Ian��r�ious�'r��tio� ----- ---- - -- ���� s�f pasL-Uevel�p�i�e�t surf�c��ovc-r ����f� (us�pull down menu) �ttective I.mpervious�raction I f= 1.00 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,..,,,.., Calculate the composite Runoff Coefficient,�for the BNIP Tributary Area i`JcP fi11P f��I(1tA771'1 P »atir�ll�J��v��I1��'��«IFj'�Q�C('F���h�7 :� q�.wv� C=�,g5$If-0.78If-i-0.��4If-i-�.�4 C= : ;��'�; �� �eterinine Desigil Storage Volulne,�BMp Galculate�U,the 85%�Init Storage�olume VU I��S x� V„_����; , , ��� (in*ac)lac .a., �,�.,,��� ��,.���„�.�,�..,, : Calc�late the design storage volume of the BMP, VB�P. 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Calculate the coznposite Runoff Coefficient, C for the BMP Tributary Area �T��P t�P ft'���Q�vTiii�v��a.�.i�t�vii jvu..�'iv�Qri��iv`ATL�It'ie.�itr.�u �t�v�iv�ll�u C=�.$Jg�p3��}.7glf-f-�.7741f-f-�.o� �_ � �„2.� �� I�eterinine�esign Stt�rage Volume,�BMP Calculate Vv,the 8S%Unit�torage Volume VU=D85 x C Vu= : �;���;°� ���� (in*ac)/a� Calculate the desi�n storage volume of the I�Ml',V��P. `V�MP (ft�)— Vu(in-ac/acj x AT(ac}x 43,560 (ft�/ac) VBMp= '� � � ���:ft`� 12 (in/f�) ��,w,�,�.�,.,.�u„w.,.,..�,,._..,,�.,,.W.w,.�... .....,..,.,.,,,.,.,,,,,,,,,,,,,..,.,,..,,,..,...,.,..,...,.,.,,,,,,,,,,,,,,,,,,, Notes: Bli�P I� I�equired Entries �iore�ention Facility -I)��ign P�oc�dure L,e��nd: ��� � � � � � �� � �I(�1 �� � ��l�ulated��lls ��� ��rrlp�ny I�Tarn�, S��c�n����neerin� �7at�: 4/20/20�6 I��sigr��d b�: �b��t ��u�t�/�ity�as��o.: P1�:052C�, P�0521 � e�i�n�ol���� ---- Er�t�r the a�°ea tributary t� this feature .A.1-= O.l p7 acr�s ; .,,,,,.,u,,,,,,,,N,,,,,.,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,, Er�ter�B�P d�te�nlned froln S�ction 201 of thi� I-�andbook VBMp= 2'72 ft3 'T � c�� ��r�t�n�ion F��iilty I���i�� (� Sid�slop�s required(parallel ta parking spaces or adjacent to walkways) Q �la�id�slopes required(perpendic�alar to parking spac�or Planter�ox�s) �io�°�tenti�n Facili��Su�fac�A:rea --------- — — �3�p�� c���c�i�Filt����di�L,�v�r dc =� 2,� f� �"op ��dt� c�f ��r�t��tic�n �^��ility, ���l�din��u�b vv-�= 9.0 �t To�al Effectrv� epth, d� C�E_ (U.3) X Cis -+' (U.4)X 1 - (fJ.7�WT) �-- �.� C1F = �;��� ft M�nilnum Surface�rea, A.n, � jIBMP �f�31 -�M— ��� �� � �M�ft��_ d it �.�, ,��,,,�. ,���v,�,,,,. �� ) Propos�d Surfac��x�� A= 61�1 ftz �ioret�nti�n Facllity l'r�operti�s Sid� Slop�s an ior�tenti�a�Facil�t� z= 4 :1 Dialneter of Und�rdrain 6 lnche� ; .�,,,,,,,,,..,n.,,,,,,,,,.,,.,,,,,,,.,,,.,,,,,,,,,.,,,,,,,. : � �on�itudin�l Slop� of�ite (3% znaxirr�uzn) 2 % ; .,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,.,..,,,.,,,,,,.,,,,,.,, b" Gheck I�am Spacing �� f��t T�escribe V�g�tation: Othe�° :.....................,. .,.,.... ..,..,,.. .......,. .,w.,,,.. ....,.... ,...,.,. , .....,.,. ,.,,,,.., .,,.,.,,. ,..,.., ,,., ......,., ,. ..,.,,,,, ,.,,,,,,. ,.,,,..,, ,,.,,.. ;I�Totes. �.Tse drough��olerant or native vegetation Riverside Cour�ty�e�t IVlanagernent Pr��tace[��si�r� Handbc�ok J 2 1 . BMP R�qu�red Entries Bioretention�acility -I)esigr�Procedure �..,egend: � � � � �IC.�2 �� ' �alculated�ells ;; ,� s ���pan�I��rrl�W �a��n����n��r�ng �at�o 4/�(�/2�31� L9�si�n�d byo �.c�bert �o��ty/�it�Cas�l�T�.: PAQ��O; ����21 � esi �ol�tn� ��ter th� a��a tribu�ary to this f�a�r� AT Q,29 a�r�s En�er�IB�P d�t�rmined froln Sectic�n 2.]. of this I�andbook Vg�P— 695 ft3 ��� �af ic��°ct�ntic�� Fa��li�y L��s��n ^ (� Side slopes required(p�rallel ta parking spa�es or adjacent to walkways) (� No sid��lopes required(perpendi�ul�r tc�parking�pace ar Planter�ox�s) ic�ret�ntion F�czli�� Su�f�c��r�� ---- - D�pt� ���c�ii Fi����p Ii�Ie������e� ds = 2.� �� `�cap �idt� �f�ic�r�t�nti�����i1�t�, ���l�di��� ���°� ��r= .�,5 �� ; ,,..,,,,,.,,,,,,,.,,,.,,,,.,,.,,.,,..,.,,.,,.,,,,,.,,.,,,,... T'otal Effectiv�I��pth, dE dE— ��0.3) x ds+ (0.4)x 1] +0.� dE_ ����, ?ft 1l�I��im�am Surface�area, P.m A ft2 = ��rvr�(�r31 ��` w,�,��„ �'��a„�,.,�,�,tt M C � �E Cft� ; �; Proposed ��rface�rea A= �46� ft� _ ,,.,,,,,..,,,,,,,,,,,,,,,,,,,,....,,.,.,,,,,,,,,,,,.,.,..,,,. �� Minimum Requir�d I,ength of Bioretention Facility, L_ _ L=;'� ���� ;�� ft _ Bic�retention Facility Properties �-- - - �--�. �� Sid� Slopes in�i�re�ent�on Facility z= 4 e 1 I�iamet�r c�f L1nd�rdrain 6 inch�s ; I,�ngit�dinal Slope of�ite (3%�naximum) 2 % 6" �heck I�am Spac�ng ;�� fe�t ; Iaes�rib� �Tegetation: (�th�r ,.,..... ,,..,.,, ,.....,.. ,,...,... ,,...,,,� ......... ........ .....,....,,..,,..,...... .,....,., .,.,,,.., ,,,,,,...,.,.,....,..,...,....... . ....,,.,,.,,. .,, - ..,.,.,,.., ......., ,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,.,.,,, I�Tot�s. `IJse drought�olerant or native vegetati�n iv�rside C��nty �st aro��e �nt ra�ti�+e �s� ra �n ook J 2 1 . �1VIF II� TZeC�Lilr�C� E11tC1eS F�i�r�tention�acility -Design Procedur� Legende BIC)3 Calculated Cells -- ��znp�r��I�arr��: . Sa�c���,r������r�ng L��t�e 4/2�}/20�� I)esi�ned by: F��b�rt �c���ty/�i�y�as�Nc�,: PA0520; P1�OS�1 -- I��si �oluine �n���°the area tribu�ary t��hi� fea�ur�� �T= a.2 a�res En��r���� d�te�nin�d from ���txon 2.1 of this I-�andbook VB�P– 59S ft3 ------- — ----- — - - --- --- 'T�p� �f i�ret�n�i�n�'a��lity ��x�n (� Side slapes requir�d{para6lel to parking spaces or adjac�nt to walkways) � iVo sid��lopes r�q�aired{perpendicular to p�rking�pac�or Planter�oxes) -- ------- �io�eten�i�n Facilit�S�rfaee A.r�a---------------------------- ----- — �:}�.pt�i c�f�oii Filt����di� �,�yc� ci�= L.� ft ; ,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,. �I'�p �idt%�f��or�t��t1��a�a�il�ty, �x�Iud�n��ur� ���,= 6."� ft ; ,,.,.,,,.,...,.,,,...,,,.,,,,..,,,.,,..,.,,,.,,,,,,,,,,,,,,.. Total Effective Depth, dE d�_ (0.�j x �S + (u,4� x � - (0.7iwTj +ue5 dE_ ���� ft 1Vlinim�rn S�rface Area, l�m v�_ rfr3� Ai�i— ��� tt` �M �f�z� _ �MY � „�,�„m,,�,,, d��ft� ,,�w,..,�,�,M�,�. Prc�p��ed Surface Area .�_ � �4�0 ft� v �ioretention�'acility Properties Side Sl�pes �n�a�r�t�nti�r��'acii�ty z= 4 :1 I�iazne�e� c�f LTriderdrain 6 in�h�s I,ongitudinal �l�p� of�ite �3%maximum) 2 % 6" Ch�ck Darn �pacing ��" `;;f�et I��scrib��T�getation: (�th�r ,,....., ,.,.,,,. ,_..,..., ...,.,.,. ,,,..,.,. ......... ........ .,,.�.,,. ,,,,,..,, .,.,,,,�. ..,,.,_„ .,..,..,. ,.,,,,.., .....,..� ,. ........... ...................... T�Totes. Us�drought taleran�or native vegetation Riverside C��nty �e��M�n�,�err�ent Prac�ic� D�si�r� Fiandbook J E2 1 , �MP IT� IZequired Entries �i�r�te�tion Facility -L�esign I'rocedu�°e Legcnd: BI04 Cal�ulat�d Cells �o��p�n�Na �m Saxon����n����n� �t�e 4/2�?/�016 L��si�n�d by: c�b�rt ��au�ty/�it��as�I�o.o PA052�, 1��052'� -- _ ---- -_ �:�si�� �ol�m� Enter the area�rib�ta�°y to�his fea�r� � �T— 0.046 �cr�s ; .,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,��,,.,, E�ter���� deterrnin�d frc�ln �ection 2a 1 of th�s Yllandbook VBMP— 104 ft3 'Type of ior�ten�ion F'a�ilit� ��i�n � Side slapes r�quired(parailel to parking spaces ar adjacent to walkways} � �Va side slopes required(perpendicular tca parking�pace or Planter�axes) ---- iorete�tian�acili�y Sur°face A.rea --- ---------- �c���i c�f Soi1�'ilt�r�cd�a Lay�r �v= �e� �� �'�p �1id�h c�fmic�a��t�r�ti�n���i�it�, e�cluding��.�b ���r-� �.2.� f� 'Total �ffectiv�T)epth, dE t�E= �0.3) Xds -�' (�.4)X 1 - {U.�/�VT) a'0.� {�E_ ���� ft l�inzm�m Surfac� Area,A,�, 3 ;�t� AM�ft�� _ �7t�MP��� I �M .,,,,,� ,���� ,,;,.,k,�,.n,,,. dE(ft) P'rapos�d Su�face Are� A— 243 �'tZ I3ior�tention Fac�lity'P�°operties ��d� Slop�s in�zsar�tentic�n Facility z= 4 :� Iaiai��ter af tlnd�rdrain 6 inches Lon�it�adinal Slo�� of�it� (3%ma�imum) 2 % , .,�,,..,,,,,,,,,,,,,,.,,,,..,,,,,,,,,,.,,,,,,,,,,,,,,.,,,,,. 6'" �heck I..7am Spacing �� f��t L3escribe �egetation: Other ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ....,.... .,.,..,.. ,,.,.,,., ,,,.,,,.. .,,,,.,, . ...,.,... ....,.,.. ,.,,,.... ,..,...,. ,..,..., .,,,, ,. , ,.,. .,,....., ,,,,,,.,. ,,,..,., Notes: Us� droug�it tolerant or nativ�ve�etation iv�rsi e Co�nty est ar�� e erat r�cti�e esi n ar� ��k J 2 1 . B1VI� II� I2equired Entr�es Bior�t�ntion Facility -De�ign�'rocedur� L�g�nd: __ �IC�S Calcula�ed Gells �c�inpany�al��: Sax�n E���n�e�°in� at�4 4/20/2016 ��i�n�� b�4 �b�rt ��ur�ty/�ity�as�I�To.: �'A052a; I��C}521 -- �s�gn�To1��.� - Enter the ar�a t�°ib�ta�y�o�his fea�r� � ��= 0.232 acr�s Enter VB�p dete ined froin �ection 2.1 �f this andbo�k �BMP= 457 ft� ----- -- — �'�p� c�f ic���t�n�ron�acility ��r�n (� Sid�slopes required(paraliel to parking spaces or adjacent to walkways) (� (�o side slop��r�quired(p�rpendicular ta parking spac�or Planter Baxes) ---- — ----- --- i��et�n�ion Facil�ty Su�faL�Ar�a ^ ------ �3���1� c���c����'�1��r��dia i�a��r d� = 2.0 �� '1��p ���th o��3ior�t�r�t�o�F'�,cil��, ���l�din���rb �T= �.�� �t ; .,..,...,.,.,,,,..,,,,,,,,...,,,,,..,,w,,,,,,,.,,..,..,.,,.. T'otal Eff��tiv� I7epth, dE c��E_ (U.3j x ds + (0.4) x 1 - (�.`�/vv�r) ��a� clE_ ��;�� ft , Minimu�n iurface Area, Am �BMY l�`31 �IV1 ��� '�r� �M �f t�� d it ��� .���.,, � „�„�,..�. E C � Proposed �urface�rea �.= 1,�20 ftZ �3zor�t�ntion F�cility Properties �ide Slopes z� �io��t�ntion Fac���� z= 4 e 1 I�iaYn�ter of Und�rdrain 6 in�hes ; ` L,ongit�dinal Slope of Site(3% maxiin�zn) � % ; .,,,,,,,,,,.,,,,,,,,.,,,,,,.,.,,�,,,,,,,,,,,.,,,,,,..,,,,,,, 6" �heck�aln Spacing ����"�� ��� � �e�t T��scribe'Vegetation: ��� � �� ��Otl�er�� � � ,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,., .,.,,.,.. ,...,,,., .,_..,.,, ,....,.., ,..,.,., , .......,. .,..,,,,. ,. ..,.,, .., .,,,. ,.,.... .....,... ..,....., ..,..., ,,, ,,,,,. ,.,. ,., �I�Totes. Us�drought tolerant or native�egeta�tion iversid��o�ar�#y e�fi ��� e e�t Pra�fi��e es��� an book J 1 . BMP II) I��quired Entries Biorete�tion Facility -Design Pracedure Legend: �IC�6 Calcul�t�d C�lls �o�pany�a �m ��xv��ng�n��rin� �t�: 4/2n/201`6 D��i�ned by: Rc�b�r� �oun�/City�as�I��,: �.�052�, ���5�1 �s��r���1u1n� Enter t�e a�°�a trib��ary to this f�atur� Az= '0.072 a�r�s ; ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,.,.,. �nter V�M�d�te�nir��d frc�rn S�ctic�n 2e 1 �f thi� I�andbook �B�Q= 205 ft3 ; ,,.,,.,,,,,,,,,,,,,,...,,,,�..,.,,,,,,,.,.,...,,,,.,,.,.,,,. T�� of�ior�ter�tion Facility I��si�n - (,�Side slopes required(paral{el to parking spaces or adjacent to walkways) � Ri�sid��I�p�s r�quired(perp�ndicular to parking spac�or Planter E3oxes) ior�tention F'acility�urf�ce 1��ea ����t�i �f�c��l Fil���I��d�� L,a��� d�= ��� ft r�op ��dth of �or���nti�z�F'acili�y, �xcl�di�� ��rb v�T= 6.5 ft Total Effective Dept11, dE � CiE_ (0.3) X CL� + {�.4)� 1 - (U."//WT) + 4�.5 dE_ �:��� ��ft I�inii��a��n Surf�ce Area, A,,., 3 �T��tiviP C�� i �M ��� ��� AM����� d it �,u , �.,,,,,..�.�..� E� � Proposed �urfa�e Ar�a A— 279 f�Z ��oret�ntion Fac�lity Properti�s Sid� Slop�s in�io���ention Fa�ility z= 4 :� �iarneter of Underdrain 6 inches ; .,,,,,,,,,,,.,,,,,,,,,,,,,,,,.,,,,,,,,,.,,,,,,,,,,,,,.,,.,.,, Longitudirlal �lop� of�it� (3%maxixnul�) 2 % ; .,,,,,,..,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,.,,.,,,,.,,,,.,,,,.. 6" �heck L�am Spacing �� �����'°���� �fe�t I)�scribe �egetat�on: Other ,.,.,,., ,.,,.... ..,.,..,. ...,.�.., .....,.., ......... ......., , .,.,..,.. ,,,.,,.,. ,,..,,.., ,.,....,. .,.,,..,, ..,,, ,,,,.,,, . ... .,,,,,,., ,,.,,.,.. „ Noteso Us�droug�t tol�rant or native vegetation Riv�rside C�unty �est Il/lana�erner�t Pr�ctic�De�i�n Fl�ndbook J E2 1 . � � � � � � Mam � � Water Quality Management Plan (WQMP) Uptawn Tem�cula Auto Spa TM 3751, Lot 9, LD 16-1613, PA�.5-0520 ' . � � � .SCI�J�JrJ!"t9??��f.'�'plf}�i'P(rrtin��O rprnrn,liroC�i"�'4�Jl��hhP Nn,�P����^CP'I'I�!�a�'�fM!?��C�S _. _�,�_ ,,,.,��� ` �� r f., � � � � i 'F�''� � f � �' � � � � � ,,., , .�y � . . .. . .� . . r; � ������x�r���i#���%���n��{���'���,,,���i��G�%�'`//��������/��f�9fry/�//../����i�� .� f � / � / � ��'/�/��.r��FiFf ./..., ....... ..+r ry'�. ..... ./ . ... . . . . .. . .. .. .. . . . . . . � . ... . ...�.. ,. ' ., . i. .. .1�. / / � .r. ../..' � 1���1 ,i � .!. ./ ..f /..,� �r.. � � '�y�"������wti� �pi`.��isz�"� �� '�.✓�� N,�„��,��%'.�y��i�'��%���a �,���,,��a� ���6,� ,�'y���i��..�`����y�'�,G'��.�.�✓r'�.,�,.'k �'f,���s�� �.,,����aw . .... . ����'4vv$3�s� i ypa��: � ��n�� �ni�ter: ��� �rvi��� L n � �r � ,lJrban,���t�Q� %) 0. 34 �rvious � t I a234� !���r�c^�� �a�� °��� ��r�� riveways,Flat(0�5°/a) 0.7�74 I p�r�ri��s Tot�l �.774� asin ��t�l 1.00 I� �r�t I��� T�o �ur���� ir���r�io�rv �°r��ra °w���r Temecula C�l SIVIR Hydramod To�l 032515 3I2612015 10:47:57 AM P�ge 3 ��q� � ��s�k��. � yp�ss: o r��nd �t�ro � �rrrit�us Land lJ�e �res , ra��,�l t�Q-�°l�) a 414 �rvio�s Tcat�l Q.0414 I p�rv� �� L�n �� cres riv�way�,Flat(0-5°/p) O.0 4 I p�rvi�u� �T�tai .094 a�in Tcat�l 0.1354 le �rit ic��tv� ��e ur���e In��rflovv r�undvv t�r �r���� ��2 � ��e ��2 Temecula GV�!SMR Hydromod Toal 032515 3/26/2015 10:47:57 AM P�ge 5 y�P E°�L��„u �/";, ��!�'�eL kx. 'w.i�' YPa�s. � r�und at�r� o �rvi��s Land s� �re� , r �s, It( � �1�� . 15 �rv�ou� T�t I Qa�1 ! p�rvi �as L�n s �r�� riveways, I�t(0- %9 0.12 Irrr�p�rvi�u� T�tal .12 a�in T���I 0.135 ierr�ent �i��v� T�o �ur���� Inte I�vv r�undw�t�r ��rf��� �4 ����� �4 Temecula C1IV SMR Hydromod Tc�al 032515 3/26/2015 10:47:57 AM P�g�7 ��'���''�~''� �� vp���e � r��nd��t�ro a �r�i�us Lar�d �l�� �r�� � , ra �, I�t( � %) , 7 ervious Tot�l pw07� I p�rvi�u� Land � cre� aof re 0.0575 ri�� �y���l�t(0� %) �. 73 e � ���a� ��t�� t�.1� �s�n T�ta� 0.2036 EI� �nt Fl�w� To: �u�f��� ��t�rF��� r���d�at�� -�rf��� �� u ��e �6 Temecula CVV�MR Hydromc�d Tool 032515 3/26/2015 10:47:57 AM Page 9 �Y :E iy�����f�"h�' �`��c p��i� �y /E��y ._ �tt� Le� th: 11 fl.0 �t. �o�tor� V�I�dth: �mQO f�n �latercal thockn�ss of fir�t lay r: 2 ��ri � type �or f r�t I�y�r: �r� aterial thi�kr�ess o�F secor�d lay ro 1 �t�ri � typ f�r�e�o� l���r: �! L Material thickness o�third layer: 0 �t�ri I t�p� �c�r t�i�� la��r: �/ L lJnderdrain us�d nd r r in ia �t�r �#t�: 0, rifiice i� t�r �ir�): 6 � � {i�): � Flow Through lJnderdrain (�c-ft): 26.79 T�tal c.�tfl� (ac-�t)a 32.3 �rc r�t T r�u h r� r rair�: 2.7 �sch�r � tr�ctur� i�er Height: 0.1 . ���1" i� ���f: II`�, ri�ic� � i�����r; �r�. I����ia�:� f�. _le_rr��nt �Ic�w� Tc�� utlet 1 utl�t 2 L�ndscap� �vale Nydrauli� Tabl� fiage� ) ��a{ac) 1u e(a�- ) is� ar �( ��) In�ilt��f�� 0.0000 0.0126 0.000� 0.0000 Oe0�0O 0.0396 �.0126 0.0002 O.Q000 0.0000 O.G791 �i.0126 0.�004 U.00OO O.C��O� a.1187 0.0126 4.0006 O.00OO O.00OQ 0,1582 0.�126 0.4008 fl.0000 4.00OQ 0.197$ a.�126 0.001 O 0.0000 0.0000 0.2374 0.0126 �.0�12 0.0000 0.0�00 0.2769 0.0126 0.0014 O°0000 0.0000 0.3165 fl,0126 0.0016 0.0004 0.0000 0.3560 0.0126 �.00�8 0.0000 0.00�� �.3956 0,�126 0.0020 Oo0000 090OOQ 0.4352 0.0126 0.0022 O,aoao O.00�O 0.4747 0.0126 0.0024 0.0000 0.0000 a.5143 0.0126 0.0�26 Q.0000 0.40(}0 0.5538 0.0126 0.0028 0.0000 0.0000 0.�934 0.�12� O,Q��� O.00OO 0.0�00 0.6330 O.Q126 Qo0Q32 O.00OQ O.0000 0.6725 0.0126 0.0034 0.0000 0.0000 Q.7121 0.0126 O.p036 0.0000 0.0000 0,7�16 Oo0126 0.0038 O°0000 fla0000 0.7912 0�0126 O.o04Q oo00O0 O.0000 0.�308 O.fl126 Q.0042 Ov00O0 0.0000 0.�703 0,0126 Q.O044 0.0000 O.oaoo Q.9099 0.�126 0.0046 0.0000 �.QQ00 a.9495 Oo�126 Oo0048 0.0000 0.0000 Q.9890 0.0126 0.0050 0.0000 0.0000 1.02�6 0.�126 0.0052 0.000� 0.(J000 1.0681 0.0126 0a9054 �.QOOQ �.00On Temecula GVV SfVIR Hydreamod Tool 032515 3/26/2Q15 1Q:47:57 AM Page 11 3.2374 0.0128 0.0184 0.0000 0.1321 0.0000 3.2769 .012� .01�� 0.0000 0.1344 0.0000 3.3165 0.012� 0.0194 0.0000 0.136� 0.0000 3.3560 QoQ129 QA�199 Qa0QQ0 Oa1391 0.0000 3.3 5� aa129 �.0 p4 �3,� �Q a1 1 Qn00 0 3.4352 a.0129 Q,020 0.0000 a 14 O.00oO 3e4747 �.01�0 Oe�2�4� 4.0000 0,1461 ODQQQO 3a5�43 JoG i 3O �.0 i� u°000� i�.i 4$5 a.uu�0 3,553� Q.O�30 0.0224 Q.00OO Q.150� ov0000 3.5 34 ,�130 Q.0230 .0000 e 1 31 0.0000 3.�Q00 0,0�30 Oe0230 O°0�00 Oo1535 �°0000 Tem�c�ala CW�MR Hydramc�d Tool Q32515 3/26/201� 10:47:57 AM l�age 13 ���;E,�� ottorn Leng�h: 67.00 ffi. ottorn Width: 4.00 ffi. I�at�r��! th��k�e�� c�f f6��t l���r; � aferi�� ty � far first I ��r: �r� aterial thickne�s �f�econd 1�y�ra 1 �teri I fyp� f�r ����n I y rm � � evi�fieriai thic�n��� �f thord I y�r: 0 at�raal typ� f�r thir I yer: �J L, nd�rdr�in u��d nd�rdr�in ia �t r {�t); a5 rifice i� �t�r {in)e � ��� (i�): Flo�nr Thr��a h llnderdr�in {���ft)m 4.0 3 Tota� ��fl� (�c�ft�: .10 ercent °Through Underdr�in: 9�.71 Do��h�r e �tr�a���r is�r ei h�: 0.2 f�a i��r i �ter: 2 ina rifce 1 i�rnet�r: in. I�vation:3 ft. ler�ent F�� � ��: utl�t 1 ��I�� 2 urf�c -1 L�r�d���p� ��9� ydr�ulic: T�ble � ( � r a(�c� I�a ( - ) i � r � f ) Ir��'aIt( f � 0.0000 O.00G2 0.0000 O.00QO 0.4000 Q.04p7 OP4062 O.00a1 0.0000 0.�000 0.0813 Q.0062 0.0002 0.0000 0.0000 �.1220 0.00�2 O,Q003 0.0000 Qo0000 C.1626 0.0062 �.�Q04 O.�OOG O.00OG 0.2033 0.0062 0.0005 O.00OO 0.0000 Q.244Q 0.0062 O.Op06 �.4000 O.OQ00 0.2846 O.OQ62 Q.00O7 0.0000 a.0000 0.3253 O.fl062 0.000� 0,0000 O.00QO 0.3659 O.Q062 O.o�09 O.00OQ 0.0000 0.4066 O.OQ62 0.0010 OoQ000 0.0000 Oo4473 0.0062 0.0011 �.0000 O.00QO 0.4�79 0.00�2 O,oa�� QoO000 0.00�0 0.5286 O.fl062 0.0013 0.0000 0.0000 0.5692 Oa�062 O,OQ14 Q.QO00 O.OQQa 0.6099 0.0062 0.0015 Q.0000 O.00OO 0.6505 O.OQ62 O.U01� O.oaoo Q.0000 0.6912 �.00�G a.00�� o.0000 o.0000 0.7319 0.0062 0.001� o.0000 o.a000 Q.7725 0.0062 0.0019 0.0000 O.00OQ 0.8132 �.0062 0.0020 0.0000 0.0000 0.�53� Oe00�2 0.0021 0.00�0 0.0000 0.8945 0.0062 Q.o022 o.Q000 0.0000 0.9352 0.00�2 0.0023 O.00OO O.OQ00 �.�758 0.04�2 �.OQ24 O.00OO �.0040 1.0165 0.0062 O.o025 o.00O0 0.0000 1.0571 fl.0�62 O.Q02� O.00OO 0.40C}0 �0097� O.OQ62 0.0027 0.0000 O.oaoo 1.13�5 O,OOC2 0.002� 0.000� 0.0000 1,179� �.0062 O.Q42 O.0000 O.Qa�O Temecula�W SMR Hydramod Tool 032515 3/2612Q15 10:47:57,�M Page 15 3.4066 0.0062 0.0100 O°0000 0.0692 O.00OO 3.4473 0.0062 0.0102 Q.0000 0.0704 0.0000 3.4879 0.0062 0.0105 0.0��0 0.0?�6 0.000� 3.52�6 4mQ0�2 �.�1Q7 OsQ000 Og0�2� �.OQ00 �.��92 �. 2 Q,�11 Q9���Q ��Q7 ��O�Q 3,6099 O.OQ�2 .0112 0.0�0� 0.0751 0.0000 3,6505 P 2 0. 115 .�QO 0. 7 3 �. �QO �.��1� Oe0��2 i�o�1 i� �m�O�G �.u77� O.G�00 3.704� 0.006� 0.�11 Oo OOQ .0777 Os000� Temecula CVV SIVIR F�ydramod T�ol 032515 3/26/2Q15 10:47:57 AM F'�g� 17 ���:wv��y ottorr� Length: 34.00 ft. �ottorr� Width e 6.80 ft. ._' at�ria� thi�kn��s �f�irst 1�y�ra 2 �t�ri�l ty � f�r fir�t I y�r: a� at�ri�l thicknes� �f�econd lay�re 1 �teri�i type fi�r s�c � 6 y r: � L �t�riai thi��n��s �f third lay r: 0 at�ri�l type f�r thi�d I�y�ro 4� L lJnderdrain u��d nder ra�n ia et�r � }a e ri�ice iarneter �in): 6 ,��t ;;n�: Ff�w Thrcau h nderdr�in ��c-ft)e 1 a 17 i�� I �t��� ���m��j; 1 .1 2 ercent Thro�gh Underdrain: 75.95 C�is�har � tru�t�r� i��r ei ht: 4.2 ft. iser i�rr��t�ro 2 in. �rif�� 1 iar��t�ra 6 in. ���a�aon:3 f�. i� �r�t ��o�v� T�; ut��t 1 c��1et 2 �a rF��� �� Land��ap� �nra9e Hydrac�lic ��ble t� ( j ra( ) lu ( - ) � c r ( f � lfilt{ � ) 0.000� 0.0053 O.OaOO 4.0000 O.Q000 0.0407 0.0053 0.0001 0.�000 0.0000 O.Q813 0.��53 0.��02 0.0000 0.0��0 0.1220 0.0�53 0.0003 O.Q00� O.00QO 0.��2� 0.�053 O.OaO� �.�0�10 �.00Ofl 0.2033 0.0053 0.0004 0.0000 0.0000 0.2440 0.�053 0.0405 �.00aO Q.00QO 0.2$4� 0.0053 O.OQQ6 Q.0000 D.00OO 0.3253 �.OQ53 0.0007 O.00QO 0.0000 0.3659 O.a053 �.0�08 0.�000 0.0040 0.4066 0.0053 O.00o9 0.0000 0.4000 Q.4473 0.0053 O.0009 0.4000 Q.QOOG 0,4879 �.0053 0.001� �.0000 0.0000 0.5286 0.0053 0.0011 O.00QO O.00OO 405692 4.0053 0a0412 0.0000 0.0400 0.6099 0,0053 0.�013 O.OQ00 Q.0000 0.65Q5 0.0053 0.0014 0.0000 O.00OO �.6912 0.�053 O.a015 O.0000 0,0000 Q.731 J 0.0053 0.0016 0.0000 0.0000 Oo7725 Oa4053 �.0016 O.0000 Ov0000 0.8132 O.Oo53 OaO017 O.OaoO Os000o 0.�53� 0.0053 0.001� O.QQ00 0.0000 0.�945 0.0053 �.OQ19 Q.000a Oe0000 0.9352 ao0053 0.0020 O.0000 O.0000 o.���� 0.005� �e�o�� �.�aaa a.00ao �.0165 0.0053 0.0022 0.0000 0.0000 �.0571 0.00�3 000022 0.0000 o°oaoo 1oog7� 0.0053 o,oO23 0.0000 0.0000 �.��s5 0000�3 0.002� o.0000 o.0000 �e17 1 oaao�3 o.00z5 000000 0.0000 Temecula GW�MR Nydromod Tool 032515 3/26/2Q1� 10:47:57 AfVI Page 19 3.4066 0.0057 0.00�7 0.0000 o.o�g7 0.0000 3.4473 0.0057 0.0089 0.0000 0.0607 0.0000 3.4879 Q.0058 Q.0092 0.�000 0.0618 0.0000 3A52$6 QoQQ5� OoQ094 O400QQ 0�062� �.Q000 3. 692 .Oo5� .OQ9 .QaQ . 3 a 000 3a6099 ,0059 �a0�99 O.00aO a0 4 Oo0O00 3.6�05 �9�459 °01 Q1 m aQ 5 . 0 3.�912 �e0�60 �.Q103 Ow00GG v.��6 �,�OOG 3o7O00 0. 060 Oo0104 0.000 .0670 O.00Oo Temecula CW SMR Hydromad Tool 032515 3/26/2Q15 10:47:57 AM P�ge 21 ���s 4��44,� � ot�orn Lengfih: 24.0� ft. ofitorr� Widfih: �.00 �to > IV��ter�al thickn��s of f r�t ��yero 2 �t�ri I t�p� f�r fir�t I y�rm �/ L aterial thi�knes� of�econd layero 1 at�rial ��p� f�r ��con I y r: V L �i�fi�riai rhickness ofi third lay�ro � �t�r9al typ� f�r third I�y�rm V L � nderdr�air� used � lJnderdrain Diarr�et�r (ft)o 0.5 rifice iamefier (in): � t (i��: Flo� Thr�� h Und�r r�in (�c�fit): . 1 . ����� -ut��� (��@ftjo .o � �rcec�t Through llnderdr�ina 9 e7� �a��harge Stru���re i�er ei hta Qa ft, Ri��r Di�r��t�rn 2 ino �rifice 1 iarr�et�r: in. le��fiion: ft, ��r���t �� � T�: �t��t 1 �tle� � �a ��e �3 L�nd�c�pe �ale Hydr�uli� T�bi� �a � } r ( c) lu ( �- ) i�� r ( fi � Infiit{ f ) a.0000 0.0044 000000 o.oaoo o.0000 O.Q407 0.0�44 O.Q001 0.0000 O.Q000 ` 0.0813 O.OQ44 0.0001 0.0000 0.0000 0.1220 �.0044 0.0002 0.0000 4.0000 0.1626 0.0044 0.0003 0.0000 fl.00C� �.2033 O.OQ44 D.00O4 O.00OO 4.0000 0.2440 0.0044 O.OQ04 0.0000 0.0000 0.2�46 O.Oa44 0.0005 O.00OO 4.0000 0.3253 0.0044 0.0006 0.0�0� O.Q000 0.3659 0.0044 0.0007 O.00OQ �.0000 0.4066� 0.0044 O.0007 0.4000 0.4000 0.4473 0.0444 0.000� �.Q0�0 Q.00OO 0.4879 �,00�4 Q.0409 0.0000 O.��QO 0.5286 4.0044 0.0010 0.0000 0.0000 0.5692 0.0044 O.OQ 10 O.00OO Oa00OQ 0.6a99 4.0044 0.0411 0.0000 0.0000 0.6505 �.0044 0.0012 0.00�0 0.0000 0.6912 �.0044 0.0013 �.0000 Q.00OQ 0.7319 0.0044 0.0013 O°0040 Oa0000 0.7725 0,0044 Q.0014 Oa0Q00 0.0000 0.8132 0.0044 0.0�15 a.OQO� O.OQ00 �.�53� 0.0044 0.0016 O.Q400 Oa00Q0 0.8945 Oo0Q44 0,0016 O.00OO O.OQ00 0.9352 0,0044 0.0017 0.0004 0.Q000 u.�75� �.C�u44 �.00�1� O.t�OQO G.���G 1.0165 0.0044 0.0019 O.00OO Q.0000 1.0571 OoO044 0.001� Ov0000 O°0000 1.497� Oe4Q44 0.0020 �.QO(JO Oo(�000 `' 1 a13�5 Oa0044 Q.0421 O.00OO O.0000 1 e 1791 0°0044 0.0022 0.0000 O.00QO Temecula C�/�6VId�Hydrornod Tao!032515 3t26/2015 10:47:57�M Pag�23 3.4066 0.0049 0.0074 0.0000 205035 4s000O 3.4473 0.0049 0.0�76 0.0000 .5334 O.OQQO 3.4879 0.0049 0.007� 0.0000 2.5�33 0.000� 3a52�� aoQ�5Q Q�QQ�O QAQO�Q 2�5932 �u�000 _ 3.5�92 ,Q�S� RQ �2 �aQQQ w ��1 wOQaO 3,�099 �.Q05� O.Ofl 4 0.000� 20�529 o000U 3.6505 . Q51 , .0 a Q� 3.c�91� �a�0�2 v.Gv� Q.40i�G o i 12� G.00OQ 3.7000 00052 . 0�� 0.0000 e71 oO00Q Temecula CW�MR Hydromad Tool 032515 3/26/2015 1 t�:47:57 A�il P�ge 25 ���s2�� ottonn Length: �7.00 ft. ott�m Width a 3.00 f�. _ ���ri�l thickn��� of fr�t I�y�r: 2 ��eri�l �� � f�r f r�t 1 y re nd ateriai thicknes� �f s�cond layerw 1 aterial typ f�r s ccsn I y ro �f L �vi�teri�i thickne�s �t fi�ird la� ra u at�ri�l typ� fcar third I�y�ro � L lJnd�rdr�in us�d nder r in ia eter (ft�: 0a rifice iarne�er (in): � ��� (ir;e Flow Throu h tJnd�rdr�i� { c-ft}m .01 Tat I - ut��c� (����t�o 7, �rcent Through l�nd�rdrain: 1.16 Di��h�r � �tru�t�r� �s�r �d ht: 02 �t, i�er i�r��t�r: 2 in. rifiice 1 iarr��t�ra ina I�vation:3 f�o I� er�� F�� � ��a �t8�t 1 ut� t � �rF��� �3 [�andscape �ale Hydr���i� �Ta le ia ( } r (� ) I u ( �- ) i � r ( , I fi It( f ) 0.0000 0.0025 Oo0000 0.0000 0.000� 0.0407 a.0025 O.0000 0.0�00 0.000� ` 0.0813 �.0025 0.0001 0.0000 O.00Q� 0.122� 0.0025 0.0001 0.0000 0.000� Q.1626 O.OQ�S O.QOQ2 0.0000 0.0000 0.2Q33 0.0025 O.0002 0.0040 0.0000 0.2440 0.0025 0.0002 0.0000 0.0004 0.2846 0.4025 0.00�3 0.0000 O.Q000 0.3253 0.0025 4.OQ43 �.fl0(�0 0.0000 a.3659 0.0025 0.0404 0.0000 Oa0000 0.4066 0.0025 0.0004 O.00QO 0.0000 0.4�473 0.0025 �.00Ov �.�000 0.0000 �.4879 �.0025 O.QOUS �.Ofl00 0.000� 0.5286 0.0025 0.0405 O.0000 O.00OQ Q.5692 a.0025 0.0006 O.00OO 0.0000 0.6499 0.0025 �.{J006 O.0000 Oo0000 0.65�5 0.0025 Q.0007 O.OQ00 0.0000 C�.6912 0.0025 0.0�4 i 0,0000 Q.0000 0.7319 0.0025 0.0007 0.0�00 Oe00O0 Oo7725 O.flO2� 0.000� 0.0000 0.0000 0.8132 �.0025 0.0008 0.0�00 O.00OO 0.�53� a0025 OA000� Oe0O00 0.0000 0.�945 Ov0025 0.0009 Oe0000 0.0004 0.9�52 0.0025 fl.0010 0.0000 0.0000 v.�75� G.0025 G.OG�t� u.�000 �J.U��a 1.0165 0.0025 0.0010 0.0000 0.0000 1.0571 0.0025 0.0011 O.Q000 Oo0000 1.fl97� O.00�5 0.0011 0.040Q 0.0000 ' 1.13�5 0.4025 0.4012 0.0400 0.0040 1.1791 O°0�25 �.0012 0.0000 0.0000 Temecula CW�MR Hydromod Taol 032515 3/26/2015 10:47:57 An/l Page 27 3.4066 0.0027 0.0042 O.00QO 0.02�7 O.00OO 3.4473 0.0027 .0043 0.0000 0.0292 .0000 3.4�79 0.0027 0.0044 0.0000 0.0296 0.0000 3a�2$6 t�m��2� OoQQ45 04040Q 4mQ301 Qa0Q00 �.���2 0.002 om o� o.� oo vo . aoa 3.�a9� .oa� 0,004� o.a000 o.o �7 a oao �.�505 oe o2 oa o4 .a o . 3� oe a �.���� co�c�� o. ��� 0000�� �.���� �.�000 3m700Q .002 �.0050 0.0000 .0 OA0000 Temecula CW�MR Hydramod Tc�ol 432515 3/26/2015 10:47:57 AM Pag�29 ���,�''�yk��„� ottorn L�ngth: 95.00 ft. ottom Widfh: 3.00 �t. . ; I�I�t�rial thi�knes� �af first ����ra 2 �t��i�i �typ� f�r fer�� I�yer. �nd �teri�l thi�kn��s �f��cand la� r: � ���ri�l typ� for �e� nd I�y re V L �i�fi�ri�i ��ickn��� o�tnird 6ayer: Q �t�rial typ� f�r�hird lay�r� � � lJnderdr�in u��d l�n erdr�in o� �ter �ft}n o rific� ia�ne�er (in): ��t (���a Fl�w Thr�ugh Und�rdr�in (ac-ft): .54 i�t�� �utf�ov� � ��ft)a a7 5 �r�ent Thraugh lJnd�rdrair�a 96.77 Discharge �tr�ctur� �ser H�i hte Q.2 ftm i�er i���ter; 21 �n. rifi�e 1 i�r��t�r: 6 i�o lev�ti�n:3 ft. 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T�tal 8 perv�ou� Ar��: a.745 Fl�w Frequ�r�cy ethad: �n��n� �lov�r �r��uen�y efiur� eriods ft�r red�v�l�ped. � #1 e�ur ri I (cfs) 2 year Om�58277 5 year 1.437486 �0 year 1.42�914 2� year 1.612711 F1ow Frequency Return Periods for Mitigated. POC #1 Return ��rs�d Flow(�f�) 2 year 0.�36442 5 year 0.738054 10 year 4.955297 25 ye�r �.273924 T�mecula GW SMFZ Hydre�mod Tool 032515 3/26/2Q15 10:47:57 AM F'age 35 0.�006 35 15 42 ass 0.�141 33 14 42 P�ss 0.8275 31 14 45 ass 0,8410 3� 12 4� Pa�s �. 545 2 12 2 ��� 0. 6 0 25 11 44 ��s 0. 7 5 23 3 ass �.�95Q �� � 3 �s� 0.908 1 3 ass 0.921 1 4 as� 0. 354 17 47 ��� 0,94�9 17 47 ��� �, � 1 � � �s� 0.9759 15 4� ass �a�� �� � � �� 1.0029 15 5 33 ass 1.4163 12 5 41 ��s� 1 e02 � 11 4 a�� 1.0433 � � 44 �a�s 1.056� 4 44 ass �m(�7�� 7 4 57 ���� �,i��3�s � � �7 ��� 1.Q973 7 7 as� �e71�7 7 4 7 ��� 1.1242 � � 6 ��� 1 s 1377 6 4 6 �s� 1.1512 6 3 5O P�s� 1.1�4� � 3 �0 �'ass 1.1782 6 3 50 Pass �.1917 � 2 �3 Pass 1 a2051 6 2 33 Pass 1.218� 6 2 33 Pass 1.2321 � � 33 F'as� 1.2456 � 2 33 Pass 1.2591 6 1 16 Pass 1.272� 6 1 16 F'��� 1.2861 6 1 1� P�ss 1.2995 6 � 16 Pass 1.3130 6 1 16 P�ass 1 a�265 � 1 16 Pass 1.3400 6 1 16 a�� 1.3535 � 1 1� F'ass 1.3670 5 1 20 Pass 1.3805 5 1 2O F'�ss 1.39�9 5 1 20 ass 1.4074 5 1 2Q F'a�s 1.4209 5 1 20 ass Teme�ul�Ci/V SMR Hydromad Taol 032515 3/26/2015 10:48:26 AeM ��ge 37 k q , w ��/%�.����,'���� �5��������,�� ata for ational ethad is �orrupt. 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S 1 j � � � � .......w......i................................b..........�................................ixr..wnx.�m.r....n...�..rn.n.......iv..........i.................................................i..+...............imm..«irn.mi.......r.......o...........r.......�...............................%............................................i.ri.ih..rv..i.4.�......n..r.....i.m................J...�w......v..i..�mni..........................h..w..r.m...m................i.............� Temecula �W SMR Hydre�mod Tc�al Q32515 3/26/2015 1Q:A�8:26 AM Pag�4�1 y���J~�;;��'ti�g �g�w/°;,;,`,;:;y�i � � � ���. E,...a i w���,n�,..,�4.,/�.� �-.�, �s c 4..� RUN GLOBAL . WWHM4 mo�el ��mulati.c�n �TART 1e9'74 �_0 Owl �I�TD 201:1_ C�9 30 RUN INTERP OUTPUT LEVEZ 3 0 RESUME 0 RUN 1 UNIT SYSTEM l END GLOBAL FZLES �File> <Un#> �--___------F�le Name------------------------------>�r�� �-ID-> ��� WDM 26 Temecula CW SMR Hydromod Tool 032515.wdm MES�U 25 P��Temecula CW SMR �-I�rlromc��1 Tc�o� 03251�oMES 27 PreTemecula CW SMR H�rdromod Tool 032515.L61 28 PreTpmecula CW �MR H�dr�m�d 'I'oc�l 032515aL62 30 POCTemecula CV� SMR Hydramod TooZ 0325151.dat END FILES OPN SEQUENCE INGR P INDE?�T 0 0:15 PERLND 45 TMPLND 6 COPY 501 DISFLY 1 END TNGRP �NL� 0�'N SEQUET�TCE DI�PLY 1.�ISPZ,Y-II�TF01 # - #<----------Ti�.1e----------->***TRAN PIVL DIG1 FILl PYR DIG2 FIL2 YRND 1 DMA 1 MAX 1 2 30 9 END DISPZ,Y-INF01 END DISPLY COPY TTMESERTES # - # NPT NMN *** 1 1 1 501 1 1 END TIMESERIES END COPY GENER OPCODE # # OPCD *** END OPCODE PARM # # K **� END PARM END GENER PERLND GEN-INFO <PLS ><-------Name------->NBLKS Unit-S��tems Printer *** # - # User t-�eries Engl Metr *** in aut *** 45 C/D,Urban,Flat (0-5o) 1 1 1 1 27 0 END GEN-INFO *** Section PWATER*** ACTIVITY <PLS > ************* ACtive SeCtlor]S ***************************** # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PE�T 1�7ITR PHOS TR.AC *** 4 5 0 0 1 0 0 0 0 0 0 0 0 0 END F�CTIVITi' PRINT-TNFO <PL,S > ***************** Print-flag� ***************************** PIVL PYR # - $$ ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* 4 5 0 0 4 0 0 Q 0 0 0 0 0 0 1 9 END PRINT-INFO Temecula C�V�/�MR Hydromod Toal 032515 3/26/2Q15 10:4�:27 AM Page 43 IWAT-PARM2 �PZS > IWATER input infoo Part 2 *** # - # *** ZSUR SLSUR NSUR RET�C 6 100 0.05 0.1 0.1 �ND IW�T-PARM2 IWAT-PARM3 <PLS > ZWATER input infom Part 3 *** # _ # ���PE�M.A� �FTM�N 6 0 0 END I WAT-PP RM3 IWAT-STATEI <PLS > *** Ini�ial condit�onS a� star�. of �imula�iora # - # **�` RETS SIJR� 6 fl Q END I WA'I'-S TATE 1 ENI� IMPLND �C�TEMAT I C <-�ource-> <--Area--> <-Targe�.-> MBLK *** <Name> # �-factor-> cName> # Tbl# *** DMA 1*** PFRL,I�TD 4-5 0.2 3 4 CGPY 5 Q 1 12 F-'C;kt:�,iv i.� %�5 U.2 3 4 CU�''Y' S U 1 1.:� IMPLND 6 0,7'74 �O�Y 501 15 �����*ROut1�.g*��*�� END S C�-IE1��iT I C NETWORK <-Volume-> <-Grp> <-Memb�r-><--Mu�.�-->Tran <-Target vc�l�> <-Grp> �-M��b�r-> *�� <Name> # <Name> # #<-factor-»trg <Name> # # <Name> # # *** COPY 501 OUTPUT MEAN 1 1 48.4 DISPLY 1 INPUT TIMSER 1 <-Volume-> <-Grp> <-Member-><--Mul�-->Tran <-Targe� vols> <-Grp> �-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** END NETWORK R�'HRE� GEN-INFO RCHRES Name Nexit� Unit Systems Printer *** # - #<------------------>�---> User T-series Engl Metr LKFG *** in out *** END GEN-INFO *** Section R.CHRES*** ACTIVITY CPLS a �***��a����r��� ACtive SeC�iol�s ��*��**�**���*�**�*���**����� # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** END ACTIVITY PRINT--INFO �PL�S > ***************** PriTl�—fl�c�'� **************�**** PIVL PYR # — # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PI-�CB PIVL PYR �********* END PRINT-INFO HYDR-PARM1 RCHRES Flags for each HYDR Section *** �$ - # VC�' 7�1 �l2 A3 �T�F'VF'C -Fr�r �'.�C�? *** QD�'',�TFr' f�r �'_?Ch FUi�T�"T' fr,�z- Pa�h FG FG FG FG pos�ible exit *** pa��ible exit possible exit � � * * � � � � � � � �x * * **� END �-IYDR-PARM1 _ _. HYDR-PARM2 # - # FTABNO LEN DEZ,TH STCOR KS DB50 *** G------?<--------?G-------->G--------><--------><--------><---------> �c�c�F T�mecula�V11�MR Hydromad Toal�32515 3/26/2015 10:48:27 AM Page 45 ����ssz�~y�;�r�„„�� � �P"`�� ���/� k k�w�w/n S�s, �,,,.���i G k ..,� RUN GLOBAL WWHM4 model �i.mulation �"��C�1R`I` 19'7 4 �0 01 END 2 011 0 9 3 0 RUN II�ITERP OUTPUT LEVEL 3 0 RESUM� Q RUN 1 UNIT SYSTEM 1 END G�,�B.Z�L, FIZES <F'ile> <U�#> <-----------F�le Name------------------------------}*�� <-ID_> ��� WDM 2 6 Temecul a CW SM1Z �Syclrcamc�� Too1_ 0 3 2 515.wdm ME�SU 25 MitTemecula CW SMR Hydromflc� T�ol 032515.MES 27 MitTem�cula CW �SMR Hydromod Taol 032515.L61 2� MitTem�ct�la CW SanP. H�rdr�mod Tocl 032515.��2 30 POCTemecula CW SMR Hydramod Tool 0325151.da�. END FILES CJPN �SEQUENCE INGRP INDELT 00:15 PERLND 41 IMPLND 6 TNIPLI�D 5 GENER 2 RCHRES 1 RCHRES 2 GENER 4 RCHRES 3 RCHRES 4 GENER 6 RCHRES 5 RCHRES 6 GENER 8 RCHRES 7 RCHRES 8 GENER 10 RCHRES 9 RCHRES 1Q GENER 12 RCHRES 11 RCHRES 12 COPY 1 COPY 501 DISPLY 1 END INGRP END OPN SEQUENCE DI�PL�Y DISPLY-INF01 # - #�----------Title----------->***TRAN PTVL DIG1 FIL1 PYR DIG2 FIL2 YRND l Surface BA-1 MAX 1 2 30 9 END DISPLY-INF01 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 501 1 1 END TIMESERIES END COPY GENER OPC01�E # # OPCD *** 2 24 4 24 6 24 8 24 10 24 Temecula�W SMR Hydromod Tool 032515 3/26/2015 10:�$:27 A�M Pag�47 41 0 0 0.01 0 0.5 0.3 0.01 END PWAT-STATEI END PERLND T MpL�I�TD GEN-TNFO <PLS ><-------Name-------> Unit-�ystems Printer *** # - # User t-series Eng1 Metr *** �n out *** 5 Drivewa�r�,Flat (0--5 0) 1 1 1 27 Q 5 Roaf Area 1 1 1 2'7 0 END GEN-INFO *** Section IWATER*** A�TIVITY <PZ�S > ���*�*��***�� ACtive SeC�1.Oz1S ���***�******�**�°***�**�****°� # - # ATMP .�I�TOW IWAT SLD IWG IQAZ ��� � o o � o a o � o 0 1 0 o a END ACTIVITY PRTNT-INFO �ILS > ******** Print--flags ******** PIVL PYR # - # AT�P SNC?V� 1WA`T �L�L) IV�lC IQ1�L, ********* 6 U U 4 C� U � 1. � s o o � a o o � � �ND P�INT-I�uFC IWAT-r�'RM1 <PLS > IW.ATER variable monthly parameter value flags *** # - # CSNO RTC)P VRS VNN RTLI *** � a o c� o 0 5 Q 0 0 0 0 END IWAT-PARM1 I V�7AT-PARM 2 cPLS > IWATER input info: Part 2 *** # - # *** ��UR SLSUR NSL7R RETS C 6 100 Q.05 0.1 0.1 5 100 0.05 0.1 0.1 END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input infa: Part 3 *** # - # ***PETMAX PETMTN 6 0 0 5 0 0 END IWAT-PARM3 I WAT-S`I'AT E 1 <PLS > *** Tnitial condition� ac �tart of �im-u1a�.ian # - # �`** RETS SURS 6 0 0 5 0 0 END IWAT-�TATE1 END IMPLND SCHEMA`I'I C <-Source-> <--Area--> <-Targe�-> MBLK *** <I�Tame> # �-factor-> <Name> # Tbl# *** D� 1*** PERLND 41 Oe043 RCHRES 11 2 PERLND 41 0.043 RCHRES 11 3 IMPLND 6 0,237 RCHRES 11 5 DMA 2*** PERLND 41 0.0414 RCHRE� 1 2 PERLND 41 0,0414 RCHRES 1 3 TMPLND 6 0,094 RCHRES 1 5 Temecula CW�MR Nydromod Toal 032515 3/26I2015 10:48:27 A(VI Pag�49 2 BA-2 1 1 1 1 2 8 0 1 3 Surface BA-4 3 1 1 1 28 0 1 4 BA-4 1 1 1 1 28 0 1 5 Surf ace BA-6 3 1 1 1 2 8 0 1 6 BA-6 1 1 1 1 28 0 1 7 Surf ace BA-5 3 1 1. 1 ?8 0 1 8 BA-5 1 1 1 1 28 0 1 9 Surface BA-3 3 1 1 1 28 0 1 10 BA-3 1 1 1 1 28 0 1 11 Surface BA-1 3 1 1 1 28 0 1 12 BA-1 1 1 1 1 28 0 1 END GEN-INFO **�* �ection RCI�RES*** ACTT�TT"�'Y <PI�S > ************* ACti�Te SeCti011s *************************�'*** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** l l 0 0 0 0 0 0 d 0 0 2 1 0 0 0 0 0 0 0 Q 0 3 1 0 0 0 0 0 0 0 0 0 4 1 0 0 0 0 0 0 0 0 0 5 1 0 0 0 0 0 0 0 0 0 6 1 0 Q Q 0 0 0 0 0 0 7 1 0 0 0 0 0 0 0 0 0 8 1 0 fl p � 0 0 0 0 0 9 1 U U U {� � 0 0 0 0 10 1 Q 0 0 0 0 0 0 0 0 1 1 1 0 0 0 v U C 0 C v l2 1 0 0 0 0 0 0 0 0 0 END ACT.L VIT�Y PRINT-INFO �P�.�S > '�***��'*��****'��`�� Print-flag� '�**********'******** PTVL PYR # - # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR ********* 1 4 0 0 0 0 0 0 0 Q 0 1 9 2 4 0 0 0 0 0 0 0 0 0 1 9 3 4 0 0 0 0 0 0 0 0 Q 1 9 4 4 0 0 0 0 0 Q 0 0 0 1 9 5 4 0 0 0 0 0 0 0 0 0 1 9 6 4 0 0 0 0 0 0 0 0 0 1 9 7 4 0 0 0 0 0 0 Q 0 0 1 9 8 4 0 0 0 0 0 0 0 0 0 1 9 � 4 a o 0 0 0 0 0 o a 1 � 1 0 4 0 0 0 0 0 0 0 0 0 1 9 1 1 4 0 0 0 0 0 0 Q 0 0 1 9 12 4 0 0 0 0 0 0 0 0 0 1 9 END PRTNT-INFO HYDR-PARM1 RCHRES Flags far each HYDR Sec�ion *** # - # VC A1 A2 A3 ODFVFG far each *** ODGTFG far each FUNCT far each FG FG FG FG pos�ible exi�. *** pa��ible exit possible exi� � * � * * � * � � * * � * * *�� 1 0 1 0 0 4 5 6 0 Q d 1 0 0 0 2 1 2 2 2 2 0 1 0 0 4 0 0 0 Q 0 0 0 0 0 2 2 2 2 2 3 0 1 0 0 4 5 6 0 0 0 1 0 0 0 2 1 2 2 2 4 0 1 0 0 4 0 0 0 0 0 0 0 0 0 2 2 2 2 2 5 Q 1 0 0 4 5 6 0 0 0 1 0 0 0 2 1 2 2 2 6 0 1 0 0 4 0 0 0 0 0 Q 0 0 0 2 2 2 2 2 7 0 1 0 0 4 5 6 Q 0 0 1 o a 0 2 1 2 2 2 8 0 1 Q 0 4 0 0 0 0 0 0 0 0 0 2 2 2 2 2 9 0 1 0 0 4 5 6 0 0 0 1 0 0 0 2 1 2 2 2 1 0 0 1 0 0 4 0 0 0 0 0 0 0 0 0 2 2 2 2 2 1 1 0 1 0 0 4 5 6 0 0 0 1 Q 0 0 2 1 2 2 2 1 2 0 1 0 0 4 0 0 0 0 0 0 0 0 Q 2 2 2 2 2 END HYDR-PARM1 HYDR-PARM2 # - # FTABN� LEN DELTH STCOR KS DB50 *** G---___><-------->G-------->G-------->G-------->G--------><�_-, .�__�3 k�r�k Temecula GW SMR Hydromod Tool 032515 3/26/2015 10:48:27�M Pag�51 *** User-Defined Variable Quantity Lines �** addr ��� <------> *** kwd varnam optyp opn vari s1 s2 s3 tp multiply lc ls ac as agfn *** ���*�> <----a <----> �-> <----><-><-><-><-><--------> <>�-> <>�-> <--> ��� U�TQUA� v�110 RCHRE� 10 VOL 4 UVQUAN v2m10 GLOBAL WORKSP 9 3 UVQUAN vpo10 GLOBAL WORKSP 10 3 UVQUAN Zr��10 GENER 10 K 1 3 *** User-Def�.ned Variable Quan�ity Lines *�* �ddr *�� <------> �** kwd varnam optyp opn vari s1 s2 �3 �.p multaply lc ls ac as agfn **� ���**> <----> <----> �-> <----><-><-><-><-><--------> e>�-> <>�-> <--> ��� UVQTJAN vo112 RCHRES 12 V�L, 4 UVQUAN v2m12 GLOBAL WORKSP 11 3 UVQUAN vpol2 GLC7BAU WORKSP 12 ?, UVQUAN v2d12 GENER 12 k� 1 3 *** Us�r-Defined Target Variable Name� *** addr or addr ar �*� <__----> <------> *** kwd Yrarnam c�. vari sl s2 �3 frac oper varz �1 �2 �3 frac c��er �����> <--_-><-> <---->�-><-><-> <_--_> <__> <___->�->�->�-> <---> <--> UVNAME v2m2 1 WORKSP 1 1,0 QUAN L7VI�AM� vpca2 1 WORK�P 2 1.4 0 QUP�7 UVNI-�IvI� v2a2 � k� � 1 a U t�lT� *** U�er-Defined 'I'arget Variabl� Nam�� �c''�^�^ Q lA�� G L Q.l."�.I.U.L lJ t 9ti'�f'J� �w___.._r� ,��v.���v� *** kwd v�rn�.m c� vari S1 �2 s� frac oper vari �1 s2 �3 frac ope� �**�*> <----><-> <----><-><-><-> <---> <--> <----><-><-><-> <---> <--> UVNAME v2m4 1 WORKSP 3 1.0 QUAN UVNAME ��4_- 1 WC}RKS P 4 1.G QUAN UVNAME v2d4 1 K 1 1.0 QU.AN *** USer-Defined Target Variable Names *** addr ar addr or **� <------> <------> *** kwd varnam ct vari s1 S2 s3 frac aper vari �1 s2 s3 frac oper ��'c�k*�c> <----><—> G----7<—><—><—> G---> G--> <----?<—>C—?<—> �---> <--> UVNAME v2m6 1 WORKSP 5 1.0 QUAN UVNAME vpo6 1 WORKSP 6 1.0 QUAN UVNAME v2d6 1 K 1 1.0 QUAN *** U�er-Defin.ecl Target Variable Names *** addr or addr or �*�r G--—---> G------> *** kwd varnam ct vari s1 s2 s3 frac aper vari �l s2 s3 �rac oper �^k��**> <--—-><—> <---->G—>C—><—> G---> <--> <----><—?G—>G—> G---> G--> UVNAME v2m8 1 WORKSP 7 1.0 QUAN UVNAME vpo8 1 WORKSP 8 1.0 QUAN UVNAME v2d8 1 K 1 1.0 QUAN *** USer-Defined Target Variable Names *** addr ar addr or �*� <------> <------> *** kwd varnam ct vari s1 s2 s3 frac oper vari sl s2 �3 frac oper G��*�r> G----><—> C----><—><—>�—> <---7 <--> <---->G—>G—>S—> <---> <--> UVNAME v2m10 1 WORKSP 9 1.0 QUAN UVNAME vpa10 1 WORKSP 10 1.0 QUAN UVNAME v2d10 1 K 1 1.0 QUAN *** User-Defined Target Variable Names *** addr or addr or *�� <------> <------> *** kwd varnam ct vari s1 s2 s3 frac oper vari s1 s2 s3 frac oper ��**�c> �----�<—� C----74—?C—>C—> �---> G--> <----?G—?`—>G—> G---> <--? UVNAME v2m12 1 WORKSP 11 1,0 QUAN UVNAME vpo12 1 WORKSA 12 1.0 QUAN UVNAME v2d12 1 K 1 1.0 QUAN *** opt faplop dcdts yr mo dy hr mn d t vnam s1 s2 s3 ac quari�ity tc ts rp G�c^',k7F>k><—>C--><>G—>G--> G> <> G> <>G><> G---->G—>6—}G—><—><________} G> G—>G—} GENER 2 v2m2 = 306. *** Compute rem�ining available �orQ space Temecul�CW SMR Hydrt�mod Tool 032515 3/26/2015 1 Q:48:27 Af� Page a3 FTABLE 12 77 4 Depth Area Volume Outflowl Velocity Travel Time*** (�t) (acres) (acre-f�) (cf�) (ft/sec) (Minutes) *** O .00OOQO O,O12�26 Q,000000 Oo0000Q0 oAo��s�a owo����� ouooa�oo on000aaa o. o����s o.oz2�26 0,00040fl a,oaa000 0.118681 Os012626 Oo000599 Oo000000 0.158242 0.012626 O.Q00'7�9 O.00QQ00 Q.197802 0.012626 0.000999 0.000000 0,237363 0.012626 0,001.199 0.000000 0.276923 0,012626 0,001399 0.000000 0.31648� 0.012626 0.001598 0.000000 Q.356044 Oe012626 Oo001798 0.000000 0.395604 O.O12626 0.001998 0.000000 0.435165 0.012626 0.(�02198 O.00OQ00 0.474725 0.012626 0,002398 0.000000 0.514286 Q.012626 O.p0259'7 O, OOQOOQ 0.553846 0.012626 0.00279'7 0.000000 0.593407 Q.012626 0.002997 0.000000 Oa632967 0.012626 0,003197 Oe000000 0.6°7252`7 C7.012626 0.00339'7 0. 000000 0.712088 0.012626 0.003596 0. 000000 0 .751648 OsO12626 Q,003796 0,000000 0,791209 Oo01�626 Go003996 O,OOOOQO v. �s3"v769 O.ui26:�6 G,uu�i96 u,vvuOuG 0.870330 0,012626 Os004396 0.000000 n, 909g9n 0.01262� 0.00459� Oe000000 0, 949451 0.012626 0. 004'795 0.000000 0.989011 Q.012626 0.00�995 O.u�4000 1.0285'71 0.012626 0.005195 0.000000 1. 068132 0.012626 0.005395 0.004430 1,107692 0,012626 0.005594 0. 00484'7 1.147253 0.012626 Oo005794 0.005749 1.186813 0.012626 Ov005994 0.006'746 1.226374 0.012626 0.006194 0. 007840 1.265934 0.012626 0.006394 0. 009034 1.305495 0.012626 0.006593 0.010332 1.345055 0.012626 0.006793 0.011736 1.384615 0.012626 0.006993 0.013248 1.424176 0.012626 0.007193 0. 014872 1.463736 0.012626 0.007393 0.016611 1.503297 0.012626 O,OQ7592 0,01.8466 1.542857 0.012626 0.007`792 Q.020440 1.582418 0.012626 0.007992 0.022536 1.621978 0.012626 0.008192 0.024'756 1.661538 0.012626 0,008392 Oo027102 1,701099 0.012626 0.008591 0.029577 1.740659 0.012626 0.008791 0.032183 1.780220 0.012626 0.008991 0.034922 1.819780 0.012626 0.009191 0.037'79'7 1.859341 O.Q12626 0.009391 0.040809 1.898901 0.012626 0.009590 0.043961 1.938462 0.012626 Q.009790 0.047255 1. 978022 p.012626 0.009Q90 0.050693 2.017582 0.012626 0,010197 0. 054276 2.057143 O°012626 OoQ10405 0.058008 2 .096703 O.Q12626 0.010612 Q.061889 2.136264 0.012626 0.01081� 0.065921 2.175824 0.012626 Q.011026 0.07010'7 2.215385 0.012626 0.011234 0.074449 2.254945 0.012626 0.011441 0.0'78948 2.294505 0.012626 O.Q11648 O.a83605 2.334066 0.012626 0m011856 0. 088423 2.373626 0.012626 0.012063 0.093403 2.41318'7 0.012626 0 ,012270 O°098546 2.452747 0.012626 0.012478 0.103853 2.492308 0,012626 0.012685 0.108385 2.531868 0,012626 0.012�92 0.114952 20571429 0.012626 0.013099 0.11'7804 Temscula GW�(VIR Hydromod Tool Q32515 3/2612015 10:48:27 RIVI P�ge 55 10219780 0.006152 0.003002 0.003797 1.26044Q 0.006152 0.003102 0.004394 1.301099 0.006152 0.003202 0,005044 1.341758 Q,006152 O,OQ3302 Oo005748 . 1e382418 Qe006152 0.003402 O,Q06509 1a423Q77 0,�()61�� OmQ03502 O,QQ7327 1.463736 0.006152 0.003602 0,008'04 1.504396 Q.006152 Q.003702 0.009141 1.545055 0.006152 0.003802 0.010140 1.585714 Oo006152 0.003902 oao2��ai 1a626374 Qo006152 0,004002 Oo01232� 1.667Q33 0.006152 0.0041fl3 0.013518 1.707692 Oa0Q6152 Oo004203 0.014776 1.74�352 0.006152 0.004303 0,016101 1.789011 0.006152 0.004403 Oo017496 1.8296�0 0.006152 0.004503 0.018960 1,870330 0.006152 Oa004603 O.Q20496 14910989 0. 006152 Q,004703 0.022104 1. 951648 0.006152 O.Q04803 0.023785 1. 992308 0.006152 0.004903 0.025541 2.032967 0.006152 0.00�00� O,fl27373 2. 073626 �.006�52 O.OQ5111 0.029281 20114286 0.006152 O.OQ5214 0.031266 2.154945 Oa006152 Om005318 O.Q33331 2,195604 O.OQ6152 OeQ�5�22 Oe0354�5 G.23bGb� �.VVb1�G UvUUS�Gb U.U�Ib�� 2,276923 0.006152 0.005630 0.0400Q5 2a31?5�2 0.006152 O. nn5�3� O.Oa�3�3 2.358242 0.006152 0.005837 0.044865 2.398�G1 0.006152 0.005941 O.Oa7420 2.439560 0.006152 0.006045 0.054059 2.480220 0.006152 0. 006149 0.052783 2.520879 0.006152 Oo00�253 0.055590 2.561538 0.006152 0.006356 0,05�543 2.6d2198 fl.046152 0.006460 0.057543 2.642857 0.006152 0.006564 0.057543 2 .683516 O.Q06152 0.006668 Oo057543 2.724176 0.006152 0.006772 O.Q5�543 2.764835 0.006152 O.Q06875 0.057543 2.805495 0.406152 0.006979 0.057543 2.846154 0.006152 0,007083 0.057543 2.886813 0.006152 0.007187 0.057543 2. 927473 0.006152 0.007291 0.057543 2. 968132 0.406152 0.007395 0.057543 3 .00QOOQ 0.006152 0.015699 0.057543 END FTABLE 2 FTABLE 1 19 6 Depth Area Valume Out�lowl Outflow2 outflow 3 Velocit� Travel Time*** (ft) (acre�) (acre-ft) (cf�) (cfs) (cfs) (ft/sec) (Minute�) *** 0.000000 0.006152 0.000000 O.00OOOQ Q.057543 0.000000 Q.040659 0.006152 0.000250 0.000000 0.058713 0.000000 0.081319 0.006152 0.000500 0.000000 0.059883 0. 000000 0.121978 0.006152 0.000750 0.000000 0.061053 0.000000 0.162637 0,006152 0.001001 0.000000 0.062222 0.000000 0.203297 0.006152 0.001251 0.000307 0.063392 O.00OOQO 0.243956 0.006152 0,001501 Oa014959 0.064562 Oo400000 0.284615 0.006152 0.001751 Oo039952 0.065732 O.00OOOQ 0.325275 0.006152 0.002001 0.0719'71 0.066902 0.000000 0.365934 0.006152 0.002251 0.109715 0.068072 0.000000 Q.�06593 0.006152 0.002502 0.152419 0.069241 O.QQQQ00 0.447253 0. 006152 0.002752 Oo199561 0.070411 O.OQQ000 0.487912 0.006152 0.003002 0.250757 0.071581 0.000000 Oe528571 0.006152 0.003252 0.305'709 0,072751 0.000000 0.569231 0.006152 0,403502 0.364175 0.0'73921 0.000000 0.6D9890 0.006152 0.003752 0.425956 0.075091 O.00OQ00 0,650549 0.006152 0.004002 0.490882 Oo076260 0.000000 0,6912Q9 Q,006152 Oe0Q4253 0�558�08 0.077430 0.000000 Temecula C1�1 SMR Hydr�mad Tao1032515 3126I2015 1Q:48:27 AM Page 57 2.602198 0.005308 0.005573 0.049642 2.642857 0.005308 O,OD5663 0.049642 2.683516 0.005308 0.005752 0.049642 2.724176 0.005308 0.005842 0,049642 2,764835 Oo00530H 0.005931 Qo049642 �0805495 0.005308 Qa006021 0m0�96g2 2.846154 0.005308 Oo006111 Us049642 2.886813 Q,005308 OmQ06200 Q.049642 2 . 927473 �,00530� 06006290 0.049642 2m968132 Oo005308 0.006379 0,0�9642 3 .QOQ000 0.005308 Ov013544 0.049642 END FTABLE 10 FTABLE 9 19 6 Depth Area �alume Outflowl Outflo�2 Qut�lo� 3 Velocity Travel Time*** (ft) (acres} (a�re-��) {cfs) (�f�) {cf�) (ft/�ec) (Minute�) *�* 0. 000000 0.005308 0.000000 0,000000 0,049642 0.000000 0.040659 0.005346 0.000217 0.000000 Om050651 0.000000 0.08�319 0. 005384 Ov000435 0.000000 0.05�660 0.000000 0.121978 0.005422 0.000654 0.000000 0.052669 Oo000QQ0 0.162637 0.005460 Oe000876 O.00QOOQ 04053678 O.00Q000 0,�03297 Oe0Q5498 0.001098 Oa000307 0. 054688 0. 000000 Oo243955 OmOQ5536 Oa001323 4001.4`�5� Oe055697 04000000 G.2846i5 G.0055i4 u4uu1.549 �m039952 0,0�6746 O,t�04000 Oe3252`75 O°005612 O.U017'76 0,0719'71 Oa057715 Oa000000 Oe355934 OvOQ5650 O. CC2005 0. 1C9°71� O.G5o724 O,OGGvGO 0.406593 Oo005688 0.002235 0.152419 0.059734 Om000000 G.447253 0.005'72'7 0. 00246� 0.199561 0.060743 O.00Q000 0.48`7912 0.005'765 Q.002701 0,25075'7 0. 061752 O.00OOOQ 0.528571 0.005803 0.002936 0.3Q5709 0.062761 0.000000 v.569231 v,OQ5841 GaG031i3 0.3&4175 0. 063770 O.00Q�JUO 0.609890 0.005879 O. Q03411 0.425956 0. 064780 0,000000 0.650549 0.005917 0.003651 0.49Q882 0.065789 Q,000000 0.691209 0.005955 Ov003892 0,558808 0.066798 Q. 0�0000 0.700000 O.OQ5963 0.003945 0.629606 0.067016 0.000000 END FTABLE 9 FTABLE 4 '7 5 4 Dep�.h Area Volume Outflowl Velocity Travel Time*** (ft} (acres} (acre-ft) (cfs) (ftjsec) (Minutes) *** o.aoa000 00oo�4oa o. 000000 ooa00000 0.040659 0.004408 0.000074 0.000000 0.081319 Q.004408 0.000149 0.000000 0,121978 0.004408 0.000223 Q.000000 0.162637 0.004408 0.000297 O.00OOOQ 0.20329'7 0.044408 0.000372 O. 00Q000 Oe243956 0.004408 0.000446 0.000000 0.284615 O.OQ4408 0.000521 Q.OQ0000 0.325275 0.004408 0.000595 0.000000 0.365934 0.004408 0.000669 0.000000 0.406593 0.004408 0.000744 0.000000 0.447253 0.004408 0.000818 O.QOQ000 0.487912 0.004408 0. 000892 0.000000 0.528571 Q.004408 0.000967 O.00OOOQ 0.569231 0.004408 0.001041 0.004000 0.609890 0.004408 0. 001116 0.000000 0.650549 0.004408 O.Q01190 0.000000 0,691209 O,Q044d8 0. 001264 O,OOQOOQ Q,'731868 0.004408 O°001339 0.000000 0.7'72527 O.Q04408 0.001413 Q.000000 0.813�87 �:0044t�� 0_001487 0.000404 Q.853846 O.OQ4408 Oa001562 OQ000000 0.894505 0.004408 0. 001636 0.000000 0.935165 0.0044Q8 0.001711 0,000000 0. 975824 0.004408 0.001785 0.000000 1.016484 O,Q04408 0.001859 Q.000000 1.057143 0.004408 0.001934 0,000000 1.097802 O.QQ44C�8 0.0020Q8 O.Q8S156 Temecula �W SIVIR Hydromod Toal 032515 3/2612015 10:48:27 AM Page 59 0.650549 0.005125 0.003101 0.490882 2.682821 0.000000 0.6912Q9 0.005169 0.003310 Oa558808 2.712�Q2 0.000000 0.700000 0.005179 0.003355 0.629606 2.719162 0.000000 END FTABLE 3 �TABLE 8 75 4 Depth Area Volume Outflowl Veloci�y Travel Time*** (f�) (acres) (acre-ft) (cfs) �ftf�ec) (�inutes} *** o.oaooc�o a.r�o2�48 O.00Q000 0.0000ao 0.040659 Ov002548 Oo000041 0,000000 0.081319 0,002548 0.000083 0.000000 0.1219'78 O.d02548 0.000124 0.000000 0.162637 0.00254� 0.000166 Oe000O00 Q,203297 0.002548 Qo000207 0.000000 Q.243956 0.002548 0,000249 0.000000 0.284615 0.002548 0.000290 O.OQ0000 Q.325275 0,002548 O,d00332 O.00QOOQ Om365934 0a002548 Q,000373 Oa000a00 0.406593 0.002548 0.000414 O.OQ0000 0.447253 0.002548 0.000456 0.000000 0.48'7912 Oo002548 0.00049°? 0.000000 Oe528571 Oo002548 0.000539 OoQ00000 Q,569231 0.002548 Oa000580 0.000000 0.609890 0.002548 0,000622 0.000000 Om650549 0.002548 0>OO�J663 Oo000Q00 o e c�ai2u� o.0�2��� o.c.�U���c.�� c�o aoaoo0 0.7�1��8 o.oaa�4� o.000��� ae000000 i./. /�GJ4� l/.OUGJ�CJ lJ.V V U /fJ� O.V Ol/V li V � 0.81318'7 0.00254� O9Q00829 0.000000 0,8538�6 0.t�025�8 0.0008°70 0.000000 0.894505 0.002548 0.000912 0.000000 0. 935165 0.002548 0.000953 O.00OOQO 0, 975824 Q,OG2548 Oa00G995 O.d00000 1.016484 0.002548 0.001036 0.000000 1.Q57143 O.dQ2548 Q.001078 Oe00Q872 1.097802 0.002548 O.Q01119 0.000957 1.138462 0.002548 0.001160 0.001142 1.179121 0.002548 0.001202 0.00134'7 1.21978Q 0.002548 0.001243 0.001573 1.260440 0.002548 0.001285 0.001820 1,301099 0.002548 0.001326 0.002089 1.341758 0.002548 0.001368 0.002381 1.382418 0.002548 0.001409 O.Q02696 1.423077 0.002548 0.001451 0.003035 1.463736 0.002548 0.001492 O.d03398 1.504396 0.002548 Oe001533 0.003786 1.545055 0.002548 0.001575 0.004200 1.585714 Oo002548 0.001616 0.004639 1.626374 0.002548 0.001658 0.005106 1,667033 0.002548 0.001699 0.005599 1.707692 0.002548 0.001741 O.OQ6120 1.748352 Q.002548 0.001"782 0.006569 1.789011 O.OQ2548 0.001824 0.007246 1.829670 O.d02548 d.OQ1865 0.007853 1.870330 0.002548 0.001906 Q.008489 1.910989 0.002548 0.001948 0.009155 1.95164� 0.002548 0.001989 0.009851 1.992308 0.002548 0.002031 0.410579 2.032967 0.002548 0.002074 0.01133'7 2.Q73626 0.002548 O.OQ2117 0.012127 2.114286 Q.002548 Q.002160 0.012950 2.154945 0.002548 0.002203 Q.013805 2�195604 Oo0�J2548 O.�JQ2246 0.014693 2.236264 0.002548 0. 002289 0.015614 2.2'76923 0.002548 0.002332 0.016569 2.317582 0.002548 0.002375 0.017558 2.358242 0.002548 0.002418 0.018582 2.398901 0.002548 0.002461 0.019640 2 .43956Q 0.002548 0.002504 0.020734 2,480220 Q.002548 Q.00254'7 O.Q21862 Temecula CVV SMR Hydromod Taal Q32515 3I26I20�5 1Q:4$:27 AM P�ge 61 1.057143 0.006543 0.002767 0.002238 1. 097802 0.006543 0.002873 0.002455 1.138462 0.006543 0.002979 0.002932 1,179121 0.006543 0.003086 Q.003458 1e2197�0 Oo0Q6543 0.003192 0.004038 �_�26Q44Q Oa0Q6543 Q.003299 0. 004672 1.3U1099 Oo006543 0.003405 0.005364 1a341758 Om006543 0.003511 OeQ06113 1.38241� 0,006543 O°003618 0.006922 1.4230�7 Oe006543 0.003724 0a007792 1.463736 0.006543 O,Q03831 0.008724 1,504396 0 .006543 0.003937 0.009721 1.545055 0.006543 Q.004044 0.010783 1.585714 0.006543 0.004150 0.011912 1.626374 O,Q06543 0.004256 O°013109 1.66�033 0.006543 0.004363 0,014376 10707692 0.006543 0.004469 0,015713 1.748352 Oo006543 O.Q04576 0.017123 1.789011 0.006543 0,004682 0,0186Q5 1. 829670 O°006543 0.004788 0.020163 1. 870330 0.006543 O.Q04895 0.021795 1. 9109�9 Oa006543 Oe0Q50Q1 0a0235Q6 1. 951648 0.006543 0.005108 Oe02S294 1. 99230$ 0.006543 Om005214 Q.027161 2A032967 0,446543 Q.005324 OeQ29109 2.07�b2� O.uu654� U.U05435 U.U3113� 2a114286 Qo006543 0.005545 0, 033250 2 . 1549z5 0,00�5�� O,005656 O.C�544� 2. 195604 0.006543 0.005766 0,037725 2 .236254 Oe006543 0,005876 0.�4Q090 2.276923 0,0�6543 0.005987 Om042543 2.317582 Ov006543 0.006097 0.045082 2.358242 0,006543 0.0062Q8 0.047711 20398901 0.006543 0.006318 0.050428 2e439560 0.006543 0.006428 O.Q53235 2.48022Q 0.006543 0.006539 0,056132 2.520879 0.006543 Q.006649 0.059116 2.561538 0.006543 0.006760 0. 061193 2.602198 O.QQ6543 0.006870 0.061193 2.642857 0.006543 0.006980 0.061193 2.683516 0.006543 0.007091 0.061193 2.724176 0.006543 0.007201 0.061193 2.764835 0.006543 0.007312 0.061193 2. 805495 0.006543 0.007422 Q.061193 2.846154 0.006543 O.Q07532 0.061193 2.886813 0.006543 0.007643 0.061193 2.927473 0.006543 0.007753 0.061193 2.968132 G.046543 0.007864 O.Q61193 3 .000000 Q.Q06543 0.016695 0.061193 END FTABLE 6 FTABLE 5 19 6 Depth Area Volume Outflowl Outflaw2 outflow 3 Velocity Travel Time*** (f t) (acres) (acre-f t) (ef�) (cf s) tcfs) (��/sec) (Minutes} *** 0.000000 0.006543 0,000000 O.00Q000 0.061193 0.000000 0.040659 0.006560 0.000266 0.000000 0.062437 0.000000 Q,081319 O.Q06576 0,000533 O.00Q000 0.063681 O.00Q040 0.�21978 0.006593 0.00�801 0.000000 0.064925 O,OOOQ00 0.162637 0.006610 0.001070 O.OQ0000 Ov066169 0.000000 0.203297 0.006627 0.001339 0,003226 0,067413 0.000000 Oa2�39�6 0:006644 �o0016Q8 0.157065 0.�68657 O.00Q�00 0.284615 Oa006660 0,001879 0.419495 0.069901 0.000000 0.325275 0.0066�7 0 .002150 0.755697 0.071145 O.Q00000 0.365934 0.006694 0.002422 1.152009 0.072390 O.00OOQO 0.406593 0.006�11 0.002694 1.6D0395 0.0�3634 0.000000 0.447253 0.006728 O.OQ2968 2 .095386 O.Q74878 0.000000 0.487�12 0.006744 0.003241 2,632948 0.076122 Q.000000 0.528571 0.006761 O.Q03516 3 .209941 0.077366 0.000000 T�m�cula GW SI�R Nydromod Tool Q32515 3/26/2015 10:48:27�.M P�g�63 MASS—LINK 8 RCHRES OFLOW OVOL 2 RCHRES T�FLOW TVOL END MASS—LTNK 8 MAS�—Lz�K l2 ���RLND P�A��R �UR� OnQ83333 COPY ZNPUT ME�N END MASS—LINK 12 MASS—LINK 13 PERLND PWATER IFWO 040�3333 COPY TNPUT MEAN END MASS—LINK 13 MA�S—LTNK 15 IMPLND IWATER SURO 0.083333 COPY INPLTT MEAN END NIASS—LINK 15 MASS—LINK 16 RCKRE� RO�LfJi�T COP� TNPUT MEAN END MASS—L,INK 16 MASS—LINI� �L7 RCHRES O�'ZOW C7VOL 1 COI�Y INPUT MEAN END MASS—LINK 17 MA��—��NK 18 RCrIR.ES G�^:�,v+�v C�Vv.T� 2 t:C�l'Y 1NL'l1'1' 1�'I:�AN END MASS—LINK l8 �ND MASS—LINI� END RUN Tem�cula GW SIVIR Hydromod Tc�ol Q32515 3/26/2015 1 Q:4$:27 AM Pag�65 €�� ya�s"�� �"';aG;;y �� i ti�h:�� q y������,��"� d��'"�oe� 4'�v%�4�����'�,�,.y k,/i, : G'�.,,f€ 4 ���,,,v�„%e���t,.b k 4'.,,,d ERROR/WARNING ID: 341 6 DATE/TIME: 1978j 1/ 4 21:45 RCHR.ES m 9 The volume of water in thi� reach/mi�ed r��ervoir is grea�er than the value in the "volume" colum� af the las�. raw of RCHTAB() m To rozati�ue the �imulation the table has been extrapolated, baaed on informat�.on con�ained in the la�t two row�. Thi� will usually re�ul�. in �omP 10�� of a�curacy, If depth is being calculated it will al�o cause an error conditian. Relevant dat�. are� NROWS V1 V2 VOL 19 1�.6�.a�E-�0� :��/�.. 8� 17�e 38 _,...... ,.�..,.,,.., �........... . ..... ............ ..........._ _........,.,,.....,.....,.. ,......,.. ERROR/WARNING ID: 341 5 DATE/TTME: 19'78/ 1/ 4 21:45 RCHR.ES: 9 C�ait:ul�tti��i c�i ��ia�ive c�ep�ia, using ivew�on° s me�.ha� c�� succe�sive approxi.maLian�, converged ta an invalid valu.e (no�t in range Om0 to 1.0} , grnl�)�h��r L�.a�-'l Cv :^Ju� £'��.�u�JQ�u."�.�C�. �� �",:n.�.:�c�lv7.O�ciu1C�T"'a Wc`�� �iTic�-��, iav �3.iv��C..-'�'i'io Remedy; extencl ftable. Relevan� data are: A B C RDEP1 RL7EP2 CO�CJNT 0.34848 518.80 -2.213E+03 4.2538 4.2538E+00 3 _.......,. _.... _�....... ................... ................. .......... �................................... _........,.,. ,..._ ....,.... .....,,.._........... ERROR/WARNING ID; 341 6 DATE/TIMEa 19'78/ 1/ 4 22 : 0 RCHRE�: 9 The valume o� water in this reach/mixed reservoir is greater than the value in the "'volume" column of �.he last raw of RCHTAB() . To cantinue the simulation the �.able has been extrapolated, ba�ed an informatian contained in the last �wa row�. ThiS will u�ually result in some lo�s of accuracy. If deptll is being calculated a.� will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 19 1.6954E+02 171.84 180.55 ERROR�WARNING�....,��.,....ti.....���,... ... .,,, ... . .,.. _........ w . �. ..... .... ... ..... 1 5 DATE/TTME: 1978/ 1/ 4 22 : 0 RCHRES: 9 Calculation of relative depth, using Newton' s method af aucce�sive approximations, canverged to an invalid value (not in range �.0 to 1,0) . Probably ftable was extrapolated. If extrapalatian was small, no problem. Remedy; extend f�.ablee Relevanc data area A B C RDEP1 RDEP2 COUNT 0.34848 518.8Q -2.478E+03 407606 4.7606E+00 3 _. ._,,,,,._., _. ,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,, ,,,,,,,,,, �,,, „,..,,,.,,,. ,....,.._.,. ERROR/WARNTNG TD: 341 6 DATE/TIME� 1980j 1/29 3;45 RCHRES: 9 Temecula C1N SMR Hydromod Tool 032515 3/26/2015 10.48:27 AM P�g�67 .,..... ..............„.,,..,,,,. _,,..,,... ,.,.,....,, �.,....... . ........... .,, .,,.,,,.,,,,,... ...,.,,....,,.......,.....,,,.,..,,,,.,..._...,..,.., ,.,,,,.,..,,,_ .,.,,_..,, _.,.. . _.,,,,,.,,.,,. ,, ERROR/WARNING ZD: 341 5 DATE/TIME: 1993f 2/ 8 1:30 RCHRESo 9 Calcula�ion af relativ� depth, u�ing Newton' s m��hod c�f succe��a.ve approximatian�, converged to an inval�d valu� (not ir� rang� 0,0 ta 1.0} . Prabably ftable was extrapolated, If extrapolation was small, no problem. Remedy; e�tend itablee Relevant data are: A B C RDEPI RDEP2 COC7NT 0.34848 518.80 -2 .154E+03 4.1408 4.1408E+00 3 Temecul� CW�IVIR Hydromod Tool 032515 3/26/2015 10:48:27 AM Page 69 ;` � � � CD � s-�. � Water Quality N[anagement P1an(WQMP� Uptown T�mecula Auto 5pa TIVI 3751, Lot 9, PA15-0520,LD 16-066� l ' a . 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'�' � � s� .�-� t� �--� qYg .w t� U va C� '� „�"„� �," fi� �'a � � �a � �., � � � �'y.," � � � � � � � � S'�''" tCS-i C� p � .� �i � 'J� � � :� '-' � ^—� Q � � � � -�+ ,.--, �,' r+ ^� °� "r� S.w "�3 ''"' •�"� :r 4,� � U� � � � O � � � .� ° � � .�; �� .�? ° c� o °' �� � �, o �, o � � a � � ,� � � a � � �, o � � '� � � °.' r� � .� � ° °o a �, � � � a� � � � �, � � �. � � � �.. � � � � �, � � �s a.� � � :� � ,� � � � � '� �°� � �° � o � � �� � o � � ?�, � � ..� ,� � � o ;; ca o "� � >, � � ea Q! � r.�.'i 'p '� � p � Q � p � � � � � � � � v � � 1� � � •,.�-, cn � � � N U '"C7 �i � cC3 "� 4-r �" � Q � N � � � o a o 0 0 0 0 L 0 _ Q g � � � I � � '3 � � N � � � a- � � � � � a� � � � � � � N � a� � aa ca +�+ � � � �" O � .� — .� C� cn ��+ � ��, e�; y-, N „L� N '"� �" � � � +.a &`"w .-a � � 0 � � � � � ci � -� C+3 � �, �' �+ � .� v� m�. ,� � a-, � '� �-' d� � � � � � � � � � � � � da cCdn � "� � �" b�n �J � � � °-,� .� � „��. � � 2� a� � � � � -" ;-' � �g �✓ �r � � � � � � � � � � �-+ � � � a � � � � � � � � �. � � � � � � � � � � � � �'"� o > .� � `� � � � �, � a c� �, � � � a� � � � � � �, � •v�' S�'� � ^ � � � � � � � � � � � N 'C� s-, u � � � 4M "�3 �� � U "� � � � � �, �, rs� c,a r� �' G � � � � � � � � � � �'+ � C/� � � [�1 � ,� .�"—b CyG a—, � � 43 ,'"� � � � O � � J � .� �" bA :., � � �; � � � � � � � � P" � cn � P" � a� bA � � """ .-. '~ r"'^a Q.� ,,�,, � � S»'a � � t� CJ Q� � � C�h «`��+ � N 4 � � �., t� "'C� � 4) ii � O '�—+�' c�i� � � � � � � � •� � _� I � � {!3 � N � � � � d-+ � � � � � � °�°+ f8 � � � C � � L Ga 8. � � � � � O C � O � � � � I � rd �n �� o � � � � 0 v � � � � � � � aa � � +a c ro � � � � � � � � � � � � � � � � � 'v� � � � � � � � � � � � � � (�" �. � o � � /� � � � C� � �. � `�> VVater Quality Man�gement Plan(WQMP) Uptown Temecula Auta Sp� TM 3751,Lot 9, LD 16-1613,PA15-0520 I � . �,�eratian an��lainte�an.�e Pla��n.��r�rcamentatinn caf Fina�ce, l�fainten�n.�e at�d l�e�or�'ing 11�ech�r�lstrrs �5�- ...:.:.__:�.:����� . � O � � �� L8 . .L A 1.6.E ( rop��y wCt�r'� a �) –--. _- ____ —.__ __._--- - -- –__ IL � ��i�����s� �2;�� �� ���e � ��,�� 115&Q �PI�LaA.0�� R0 P��� � �� 1� �ecard�d an �ff��i�l �2��c�rds �P�t��GC���VJCI�r'S �Illtl��l��C°��a� Ca�anty of River�ide pet�r Ald�na LO� �1.VC�ELES, CA 90049 �ss��s�r-�C��ur�ty �I�r°k�-R���r����'{ � 1�� 9 ' �� �� � i ���1 ��� t 1 ���(�Y3: Page D�+ PCOR Misc Long RFD 1s4 Pg Adtl Pg Ger� �� ,, - SIZE NCOR SNi� IVC�IG ��': °� � °�! �'° 8 �„a�o� � ��� � R'�'d.! � � � TI I LTPTOW.t�T TEMECULA A�.J'T(� SPA . .G 4.1..�.�. lJ�'�i�'�'�'R S o1.Y .C'S.V.t�'1V iJ Fi r TL'MFi�U1Jt"i t Ct"S. 7 2�J�V / . l,aL.l' 7 V&' 1 b1CS�.L d'JX'1� lM V. : J !.�1.s b•d� �..7 0 .L'.k'7.i�.P�i e7 ,J W"`t Q ��g@� ......_._._. DOC#2016-03522$7 Page 2 of 15 � r ���� �� I . r ti r� i t � � r t �o �� � w.�xNE KN�AZ r r aili r . ��''���� T�M��t7I�A AU'�c� ��.� 11560 �EL�,AGTQ R�AD, LflS ANGELE�, CA 90049 r je�� r s r � �i . 2�i 11 �II�F���C7� �ir�Nv� �"EME�U��, C1� 92 5 9 0 r j �� r r � ro 92�-�-060��°Oa6�� Thi� perati�c� �nd aintenan�� �gr��m�nt (Agr��m�n#) �� r�ad� �� `Th� �ity �f "�"�t"�tpC°�9� C�°ItV� .y rY1t1w1 C'i �I rsn�ne� fnrs�}pri iy� t�^ra /^a_na'nt rrf ye orce p � ry}n n 6 ---'_:�59�-e- q<d..�Je '.�S" ....«aa�.:.�o.+e Gi�.e,a�s�y aom�+zi3.ase.n eei aaav '4�sase��ec� �a e 9�+me�e��v� �i�GAi6+ bl� ��II�0�9�i�, b�(in��rt r�p�t�� vu��r) �A�N� ��YA.Z ( �!��r),#��� (:n�er#��y� �f�ir���rt r���th ��d y��r) ..� � � � ; , th� w��r �wr�� r��a pr�p�rty (Pr�p�rty) as d���rib�d ir� �xhi�i� ",�„ �r�d d�pi�ted an �xhibit u�", �ach �f which �xhibit is �ttached ��reto and in��rporat�d by reference; �nd has prop4se� fih�� th� Prop�� �e deve!�p�� i� a���rda��e '�.6th g�vernrr�ental approvals issu�d by th� City and c�ther �gen�i�� having j�risdicti�n over the Property; HEREA�, �t the time of initial approval �f#he deve[opmsnt project (��oject) known as (inser� nam� of projec#) UPTOWN TEMECULA AUTO SPA �oit��E th� �ro���#y, t�e uaiy ��c�i�ired �h� �r�j��i �o g�ne�a�� a `vVafer �uaii�}r Management Plan �WQMP). The WQN1P describes how the Project prvpose�t� remov� pollutants and rr�inimize any adverse impacts from the discharge of storm wafier and na�-�t�rm vu�t�r��rtoff g�ner�ted �� � r��ult of the Project, and in�lud�s �tructur�l and .nor�-str�a�tu�al t�e�tnnent devEces, al�o k��wn �� "���t Manag�m�r�t Pract�c��" (�MP�}, that �rill be construcfied, or instailed, vr implem�nt�d f�r this purpose. The precise I�cation(s)of#hese BMPs ar�depicted in th�UV�MF�, an fil�with the City; � , th� wn�r sign�d�nd c�rfiifi�d the 0�/�MP �r�d ����pted th�r�qc�irer��nt t� ro�tin�ly i�sp�ct, c#ean, mainta�n, repair, re�or�struct, a�d replace the iV�F'�as�o�iated with�he Pr�ject in �rd�r to retain their�riginal intent and�ffectiver�ess; H , this �gr�em�nt i� tr�n�ferabl� or�to ��ab�equent �vvn�r�, h�ir�, �xe�u�ars, administrat�r�, r�pr���nt�tive�, �nd �s��gn� tc�!le�tiveiy "�ucce�s�r�"� ��fihis Pr�pe�#y, Pr�jec�, and �II associat�d �MF'�; ,the �uvner and ucc�ss�r� �re�ware that su�h operation and main�en�nce req�irerne�t� are in a�c�rdar��e vvith, and enficar��ab1� tander, fih� �ity's fVl�ni�ipaf �od� �d State and Federal envfr�nment�f laws regul�ting fihe dts�harge of poll�afants in storm wat�r �nd r��n�s#o water r���fif, and ay al�o r�qu�r� complianc� with Local, tafie, �nd Feder�l law� �r�d regu����on� p�rta�nfng to confin�d �pa���r�try �r�d w���� di�p���� m�thod� in�ffect at th�#ime su�h maintenance oc�ur�; _�. �. . Pag�2 - .�._.._ DC)G#2016-0352287 Page 3 of 15 � u , th �wr��r r� u�� ���r� �h l� � �ubj��� �� #h� ���l� in ��� i�i�r��: 1 e T'hi� �gr��r��nt �h�Il be r���rd�� i� th� ��ice �f t�e ���r�er �f i��r�id� ��unfy, ��lif�r�ia, �t the�xp�n���f the wne���d �hall ��ns�itute notice ta th� �r��r��d �II �c�����r� ��tf���itl��� ��id �r�p�rfiy �f the �biig�fii�r�� r�q�ir�d by this Agre�ment. 'This �gr��rr��r�t sh�ll al�a b� ���ampar�i�d by a ��py raf�n `C}peratiar� ar�d �in�en��c� ����I', ir�clud�d in �hibi# °�", pr�v�ding det�il�d ir��tr��fior�s or� how�nd �vhen �ach tr�atm�r�t iUIP propo��d for��n�tr��ti�r�, �r i����li��ia�, �� ir�pi������fi�� rt����b� ir��pe�ted, �I���e�, ��i���i���, r�p�ir�d, r���n�tru�#�d, ��d repi ��d, if n������ry, ���il��t�v�ly u ain��in�d"� ir� �rder t� � r���6�th��r�ri ir��6 ir�t�r�t ar�d � ���iv�����o 2m �vv�er�h�lla a#th�ir��1����t, exp����, ��d ���bs66ty, r��#i�ely r��i�ta��ali �P� i� a rr���n�r �s��rir� p��k perf�rc��n�� �t a!I tim�� vvithout r�q���� or der��nd �r�m the �6ty �r other ag��cy. Ali r�ason�bl� pr� �tio�� �h�f1 be �xer�ised i� fihe removal of ar�y r�at�rial(sj from the �MPs ar�d the ultirn�te disp�sal �f the r��t�rial(�} Bn � rn�n�t�r cc�ra�i����t�ith �I1 r�l��ar�t laws �nd regula�ion� i� �ff��fi �t�e�ii�'i��i i�i�s��,�r�3i�ag c�i�i�i�n��������i. �i���y��r�c��a��t�ca$��ar�i iir��t� �im� b�the �Ity, the �wner�hafl provod�the ity with do�ument�tian idenfiifyin t�� i��p���i���a r��i���r��n�� ���iv��i�sq ►����ri�l��) �r�d q��r��iry(i��) rema��d& and dispesal d��ti�ati��s. 3. Owner hereby pravid�s the�ity c�rr�plete access�t any time�nd �f any d�rati�n d�rin� ���lnA�� �n��r� $� #h� B��P�, th�i� 3t�rtr�?e�4ate ��"►.�?�ity, u�,� ��� imga!!�, acc�ssible areas drair�irag t� th�m up�n r�asonabl� n�tice, �r in case of emergency a�determined by th� Gity enrithau#�dvance notice, �ar th� p�rpo�� �f ir��pecting th� BMPs and/or samp(ing runoff into andlor#rom the Bl1�Ps. The�ity �half maice every effort to minimize interference with the C7wner's us� 4# the Prop�rty during these inspections and sampling activities. �. In the �vent the Qwner fails to accampii�h the necessary operatian �r�d maintenance obligations required by this Agreement, the qwner hereby �uthorize� �t�� �ity t� p�rf�rm ��y m�int��a��� r��ce���ry t� r��t�re th� ��E�s �o their origi�al intent �nd eff�c�iuen�ss. Owner �h�ll r�imburse �II �xp�ns�� �ss�ciated with the City's maintenance activities to the Ci#y, including adminisfirativ� �osts, attorr�ey ��es, and interest thereon at the maximum rate authorized by the Civil C�de. 1'he City may al�o �pt to us�e the proceeds from any se��arities posted f�r fih� proj�ct, �or place � f�en on th� F'ro rty in �uch am���t �s onoill fu9(y r�imburs� th� City, t� p�y for ���h rr�ainten�n�e i� �rd�r to guarantee tl��continued performance ofi the �Nd�s, �. �wner �h�ll n�tify a�y suc�essor to titie �f all or part of the Property �b�ufi the existence of this Agreement and provide such r�otice and a copy �f this Agreement pri�r ta �uch �ucce�s�r �bt�ining an int�r�st wr� ali or p�rt �f th� Property. _.__—___— -- Pag�3 -�----�-�-- _.._.. DOC#2016-0352287 Page 4 of 15 � !� �th� �v��r h�ret��ffi���th�ir�ig��tc�r� ��f th� �t�fir�fi �ar�f��rt� �v�. 1: {If r th � r��- `, r � �,- arr�� ar�t� l � , � �i�n�t�+r� �ign�t�are \ �� � °Tit! 7'otl� A��t�ry��k���vledg�r�ze��6�r�quired f�r re��rd�ti�r�(atfiach�ppr�prEat��ck��vul�dc��rn���). . _. __.�._�.____�_ _ �,ag�� — - DO�#2016-0352287 Page 5 of 15 � � 6�'1�, �i�� A n�tary p�biic 9r�ther offiicer comple#ing tt�is cer�ificate verifies only the identity�f th�indlvidual wh��ig�ed the � doeum�nt�o which�his certificate is attach�d,and n�t�he truthf�lness,accur�cy,ar valfdity�f that document. �tate�f Ca[�e nia ) C�c��an�y�fi �. ���� � Vd! � '6.l i..���YJ(,JG��f V IIl.t—it � �V T� l \ � ` 8 ��t� ^ h'er� r��ert�l�rne� d T"itle of the-� ' er personally appear�d N�me s ..,_---� �hc� �rovec� �� m� c�� the ���i� �f ��ti�f�ct��y e�ic�er�ce �� f�e �h� �er�� w��se r�ame is ��b�cri��d t� t�� �vith�r� ir?str�rr��r�t ar�d �ck��`�+l�d��d �� m� �h�fi h�!s , v��cut�d th� ��m� ir� hi�l 1 ' acathara�ed capacity( �nd�ha�by his "r sigr�atur or�the insfr�ment the persa or�h��nt��y�p�n b�h�lf�#!�vhi�h fih�per�� acted, exe��ted#he in��rurr���to i ce�tify ur�der PENALTY O�PERJllRY under the laws of the�tat�of Calif�rnia that th�foregoing paragraph is true and carrect, VVITNE�� my har n affi�ial�ea(. e oSCAR GC,)N,"LAt�Z C,�1M.#1996091 � tUCe � : � " S glla � �,� Natary�ublic-Cai'�fomia � �ic;n�tta�'P�f N.�t� �lblfc �lvc..�`��� N �y 'ssta��'es tk:t.2�.2fl18 Place Notary�eal Abave ,P7'N�NAL . Though this se�fian is optional, completing fhis inf�rmation can det�r altera#ion of the document or fraudulent reat�achment c�f this form to an unintendec�document, e�cription�f Att��h�d ocu � fi 1 Titl��r Type c�f[��curnen Cp. G � �1 �i � ��Ca i�ocumer�t Date: f� � Number of Pages: �c1 �� 5�gner{s) �ther Than Named Abovea ' �apacity(�es)�laimed b�Signer(s) �igner's Nar��. Sigr�er's�lame: ❑�orparate Officer -- Ti�le(s�: Cl�orporate Officer-- Title(s); ❑ Par#ner — ❑Limated ❑Gen�ral C]Parfiner -- ❑L.imi�ed CJ General L7 lndividual Ll Attorraey in Fact ❑Individua! ❑Attorney in �act ❑Trustee C�t��ardiar�or�ansentator [�Trustee ❑Guardian rar�onsenrator C7 4��hera ❑ Other: �ign�r is R�prese�fiinge Signer I� Repres�nting: Q2Q15 Nationa{Natary Association•www.NatfonalNatary.org a 1-8Q0-US i�OTARY(1-500-876-6827) Item#5907 � DOC�2p16-0352287 Page 6 of 15 l � J � i � °�hIE �!� REF�RRE�T HEREIN �EL 8S SiTl1ATED IN TF9E CI F TE �� , � 11 F lilERSI E,ST TE F CALI� R IA,A IS DES�R9 E AS F LL l�tSa L 1V r°T A T� . 3751, i T�hf��f �i�. 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I.= 9=� .-�.�1..�.����--�- �I�it�"?'�N�T1�� ���/��� sv�rs � TH� ENGIN�ERED SOIL M�DlA �HAII �E C{�MPRIS�D �� �5 PERCENT MIN�RAL COMPOi�ENT AND 15 PERC�NT �RGAhIlC COMPONEN`f, �Y VOLUM�, DRUM MIXEp PRIOR TQ PLACEMENT� 1`FI� MINERAL COMPON�NT SHALL �E A ClAS5 A SANDY LOAM T�PSOIL TFiAT MEETS TNE RANGE SPECIF�ED IN TA�L.� 1 �ELOIN. TNE ORGANIC C��P�N�NT SHAI.L E NITRQGEN STA�ILIZED COMPQST, SUCH THAT NITROGEN pQE� N07 LEACH FROM �NE i�E01A. TA��E 1 e MINEI�A� C4MPQNENT RANGE REQUiREMENT� PERCENT RANGE CqMPONENT 70—$0 SAND 15-20 S1LT 5-1a CLAY TI�E 1P TICKET, �R CERTIFiCATE OF Ct}MP�.IANC�� SHALL �E MAD� AVAILA� TC? 3NE BNSP£CTOR TO PROV� THE ENGINEEftED NIX MEETS THIS SPECEF{GA110Na m � DOG#2016-0352287 �'ag�9 of 15 � ,.;'� a � , c�r�--_-- ,, � "ULTItvtATE" BYPASS F�7UfiES GASKET----'~�" ' STAINLESS STEEL----/ SUPPORT BASKET' �os�il Rock'"'----�.--"`'� ABSORBEIVT POUCFiES !J N ER_..__�..�w____ r SUPPORT ' � BA5{{ET c� � ,�'� � �� � � � �� a i i � ! i i CATGH �A51N I � ( (FIAT GRATE STYLE) .. Y.:�: •�,�:i• � �� ��A�A�PI �„\,�"• EXf+LODED VEVV �lQTES: ." 9. FYoC,ad�tus(irart�rtwunt)high vaPu+�ty catch basin ir�Ts are av�'labta�most saes er�d stytes{aea ep�7'ier cherL shest 2 09`�.ice�sr4o itsa FtoGeru�+PPua(waH rrrount)6r�seri ior :�•. devkaes W fEt non�standmd,ar mrntlnatlua etyle c�ir baslns. 2. Filter Insat shell have bath an"tnttlaP f�tterfng bypaea .'. �d°utimals'hI�flnuv lrypass fseWra. �. F11ter�up{soet fmrtnr�sha11 be vmc�tructed from staink�cs st�l Type 304. , 4. P+Yow a minimum p!2.0 feat,of Cieara�behveen tha bottom ot tfie grate ar�d bp�ouUat PM�o(e)�w iafsri�r tfia FIoC,�sl�Insart for"ehalbva"tnsPaUattons. 5. Nllier medtian ehaN b�F�saP Rac3e".lnstafl�l and FI,��AR�+PLUS�FIL7�Ft m8wm��a i„���,�,u�,�P���. -IIVSTi1LLEQ IiVT�CATCH�ASINV- �. "��ee wpacHy reNeas 8046 ot rnaxlr�m sul'�cls cdl�bn prbr tolmg�dlrrgRkarlr� . U.S.PATENT#8,00,023 8 6,877,U29 7e �'iris�i fla�+r�l�tus�s e satety tactQr af taw. 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J �i '`�''' ��,'�� % � ,�,��i�� �L��;��tn ��;�;�� r ! , intc��Chese are�s rather ��st:�or���r�!r�t���.�d�w?t�rt;;���r � r �� � „ P �?u�li h�alt��i��,s� ``F" � than into ston�n drains. � lns��,cty���ar�y.��em uvery Y �,,,.,����� �>c�s�i�le. � �3 years ar�r������v;�ur� �Ilc>w�na h�rr�lfi�1 l�ac�,�ria �C�rng�r��l:c�r:?���Ich����3 vr�st.�;.�L�on't tank as��ac�ssary ic.very 3 �nd!��atr��rl�s to�ras11 i�tc� �.�-,,�.,.:>.: , �.:_,.,. ,;—Pilter s�trips are areas�of ,,, i��Gf�it i,t t?���tr��t�r s��ee�it into to�y��r�). t.h��stvrs7i�,��t�a�i�' nat�v��;;ass vr pl�nts crc�ated along roadways or �;��������3��,������,���� �� � ev�n�t���ly int,��local streams.They trap the��ollutants seorrnwater � �o��'���_�?�`�����f �7✓ate.b��i�;;�.� picks up a„it flows�across driveways and streets. •C�ver��6�s c��da�ar mulyt���;iro :nouse�c�lc�i�az�r�r�u; �se�ir�I�nclsea�i���r�,g�ctw. ivas��i=�5inks or tc��lefis. „�,�,,����,.� ,�,,,�,�..�, ,�.,,��,,, ,H�„�,�„��,..-�,�„��„� ,,,,,,w,� ,,,,,,,,,,,,,,�,,,,,,n,,,,,n,,,,, ,,,,,,,,,,,,,,,�,,,,,,,�,,,,,,,,n,,,,�,,,,,,,,,,,,,,,,,,,�,n,,,,,,,,,,,,,H,,,,,,,H,,,,,,, ,,,,7 ,���m �, �a ,,,,y,,,� ,,.���S i� �,� '� ,.; ; �"; � I�,�i,�o!..�:n�:ci�bris��ha�c,�llent is�� �Erosion controls that�aren't maintained�can cause ���; �'' �'��`'�� � ;,,;� ' , , �;i�'%'' . � _��� � � p�rki«�;�c�ts ar��~avecz ar�as r�r�'�e�� � % exc.�ssive�amounts�c�f�scdim�nt and�debris�to be �F�,, .���/�� ,;;��"`�' � ,,`,� W3S�tE'�DtlZi7��1�S�C�i'?Tl�F'�y�r S�JS't�171 � Ci�(II�C�II1��'t}1C SLOC�TI�'atL'C S)1SteITI.COIISC.TUCtIOtI %�ij� `�,i� y , '� 5 �- ',fr,�'/'/�'`�/ �/ �� �f� / r � '� '%�i,'t�%�5� �,",p�� �1�G3��n�!zu�(j/','.II�C�C;',;::�� V�hl�:�eS C,an iP��:fUE'�;�1�,c7Il`��OtliUr 11�CI71fli1 f�UIdS €r � � � �i,/r, f ji�f:s s,� l �,� . � � . . �� � !� )� r'^Y . l / fjt/' ��i�/'��� ,,,, .,� �.;, �- �,,,;. w�,?�r�odi�:s: � that can k�e picked�up b��stormwater and 5 �� � ,�� �,�!���,���'�� � ds ositet�into local water�bodies. '' � 'r� ���� �y�,U�r 5 J H=iu/�r l��;�r(;�;�� o�w�ea up litter and c�ebris from p � =%%�' ����/�r�; s rl p i�✓a�i ri.���'' � , 'xi1�- �'�l.H`';r� j/J/Gf` � � ,,., ,,���y,��� s3etev✓aiks,drlve���ys and�aarking lots o Divert stormwater away from disturbed or , ;,,,�%,;� � � � �; ��������� ,��� � ; ��r �� �aw,°s��,$�� � �:s��eia?ly arc�urc�5torm drains. expos��areas of the construetion site. 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