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HomeMy WebLinkAboutTract Map 3552 WQMP �--�, Pr�j�ct Sp�cific 1Nat�r Qua[ity Managem�nt P[an �� ` 5anta Margarita Region of Rr�erside Caunty Project Title: Hope Lutheran�hurch De�elopment Na: Lvt 9.Tft 3552 M�56�63-66 ❑esign Re�iew�Case No: PA 15-�763; PA 7.5-075�; [.D 7.5-4313 �t_.�,. .:t;:: :f•, :�.d 'rs ,'..,YJ��'���. ¢. �,���r y` �, �3�'f�f,.~,^VNx.l�..��`'.�i �. .,,n..r'. .'•" �.V;�♦�• �`v�,..�.`�.^��,':?�: •.�i ! . ' ] ti r .S•'ii�• ', . !.. � � �ii-• . i+i� .i.�.�.:�� ��'w L00 ILR��S+:.. . — .�� .�•�;`_"_��_;.Y,•,..T�;1y. �--:.7.� i.•r�. ��r$ M., i '.�,'. .. . y.q;!ti . =},.°�'�. . �.�.,r:-'[; " .:Z.�i+tM:7A1y.istiw�.�•'R iC�� �� �r.i .:.'.r:Z �,�:.�.. ,;;�,� vE�� 1..... � �:: _�r: . .�t,�"i;t�t ^..�n � :f+y� y. , � ti Y a. ;.�'� •�.. •�N' y s- +.. .r f.....�. "r . .L�;•:�SF;, ��->`, ;. �rk �F� ��,.. �.�rx°a.:. „a ':_'' ? .iii;t' ��� �:iEll(4H �A' ,..d.a - .F�.�. `�� �.'�i�.�s� �. .:��, �i .;' � T l`"`-•^--..ti.;�� ��'v. ��. •-'/�C '� : y. •'�r``'.t,.` y��.. ', '`,. 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'--'.�`'""�-��:. ���i �3h.`-h��.. .. •--+i� .....,..�xi� ��' rr'�.��. 1�.�.. y�� ��� : j ~1 . . . ... • � � '`'�'-�• *�• ��.��:• ,.��„�:���.4;.: �:v.ri�,hdn t . � . S ...� � . . . . ' . ' . . . � ... . { . � • .. . .� . � • � �..�'a•• �... � • . . �� Y' � ::;^• , k . :�J� _ �� „ f,r `� .,'- ���. Contact Information: ❑ Preliminary Prepared for: � Final Hape Lutheran Church �i1Cl SChppl 32819 Temecula Parkway,#B Driginal ❑ate P�epared:July 1.5, 2�15 Temecula, CA 92592 Tele:951.576.6262 Re�isian Date�s�:Decem�er 1, ��15 Prepared by: T�mecula En�ineering Consultants, [nc, Preppred for Comp�iance wrth �9377 Rancho Calif�rnia Raad,Suite 20� Regiona�Baard Order No. R9-Z�1�-DU16 T�m�cula, CA 92597. T�le:g57..676.7.07.8 r"` � � �� Vllater Quality Managemen�Plan[WQMP] Hope Lutheran Church and Schoal � A Brief �ntroduction The Municipal Separate Stormwater Sewer System �M54� Permit�for the 5anta Margarita Region {SMR� requires preparation of a Pro�ect-Specific Wat�r Quaiity Management Plan {VIIQMP} for all De�efopmer�t Projects as defined in section F.1.d.�1} of the P�rmit. This Project-Specific 1NC�MP Temp[ate far De�elopment Projects in the Santa Margarita Region has been prepared to help dvcument campliance and pre�are a WQMP submittal. Below is a flowchart f�r the layout ❑f this Template that will pro�ide the steps required t❑ dacument compliance. 5ectian A Sectivn B Section C •Prajett and 5it�fnforma#ion ; -�-`����.� •Optimixe 5ite Lftilization --''� •Qelineate arainage •]dentification of LID and ' � f Management Areas{QMAsy Hydromadification `._.�`;;� � requirements,if any .....,f a �'! `:`r � •�,� �� Section F Sectian E Sectivn D ■Alternati�e Complianee{LI❑ •`��--•�k �Tec�nieal Feasibility �`�- �: •7echnical Feasi6ility Waiver Prograrr�& i •Implement `r r ■Implement!1D BMPs Hydramodifi�ation} ��!""�`��; Hydramadifieation BMPs '�'i�W.�, ....., �,: f .,� 5ectivn G Section H •SQurce Control 6MPs -'` •Ogeration,Maintenance� � � and Funding ...... r: _.,: � 1 Order Na.R9-2D10-0015,NPDES N�.CA50108756.Waste Discharge Requirements for�ischarges from the M54 araining the Caunty of ` } Riverside,the Incorporated Cities of Riverside County,and Ehe ftiverside County FIoQd Cantro!and Water Canservation❑istrict within the 5an �� Diego Region,Califarnia Regional Water quality Cantral Board, November 7.�,2�7.U. Page � Z 12�1-Z�15 Water Quality Management Flan[WQMP] Hvpe Lutheran�hurch and School � ., QWNER'S CERTIFICATtQN This Project-Specific WQMP has he�n pre�ared fvr Hvpe l.utheran Ch�rch of Temecula by Temecula Engine�ring Cvnsultant5.Inc.for the Hape�utheran Church and 5chaol proje�t. This WRMP is intended ta cvmply with the requirements of City of Temecula,which ir�cludes the requirement for the preparatian and implementation❑�a Proje�t-S�Oeci�c WC�MP. The undersigned.while awning the�roperty�project described in the preceding paragraph,shall be respvnsible far the im�l�mentatian and funding vf this VIIqMP and will en5ure that this INQMP is amend�d as appropriate ta reflect up-to-date condit�ons on the site. In additian, the prvperty awner accepts respansi6ility for int�rim operatiar� and mairitenance ❑f 5tormwater �est Management Practices until such time as this respansi�ility is farmally transferred tv a subsequent awner. This WQMP will be re�iewed with the facility ❑peratar, facility supervisvrs, emplayees, tenants, maintenance and service cantractvrs. ❑r any vtner party �or partiesy ha�ing responsibility for imp�ementing portians of this WC�MP. At least❑ne capy of this WQMP will be maintained at the prvJect site❑r prvject office ir�perpetuity.The undersigned is authvrized tvi certify and to apprave im�lementation af t�is WRMP. The undersigned i5 aware t�at implementatian o'f this WQMP i5 enfvr�eable under City of Temecula Water Quality�rdinance�Municipal Cade Sectian 8.28.5Dn�. °I, the �ndersigried, certify under penalty af law that tY�e pravisions of this VIIQMP Y�ave been reviewed ar�d accepted and that the WR wilf be transferred to future successars in interest." � �- �� 2��� �- .� Owner's �ignatur ❑ate �_� Renate leffersan Hope l.utheran Church Council President Dwner's Printed Name Dwner's Title��osition PREPARER'S CERTIFICATI�N "The sefection,sizing and design of stormwater treatment and ot�er stormwater quality and quantity contro[ Best Management Practices in this plan meet the requirement5 af Regianal Water CZuality Coritrol 6oard Order Na. R9- 2�1.Q-DQ1G. ny subsequent amendmen�s thereto." i , /� � 2� .o � repare�-'s 5' natur,� Date � Stan[ey , Heatan, P.�., Q5�/Q5P Presiden# Preparer' Print�d Name Preparer's Title�Position Preparer's Licensure: R.C.�. Na.43982 ;- r� Page J 3 1.Z-1.-207.5 V`later Quali�y Management Plan�VIIQMP) Hope Luth�ran Church and School � Table af Contents Se�tian A: Project and Site ]nformation........................................................................................................6 A.1 Ma�s and 5ite Plans...............................................................................:........................:...................5 A.2 Identify Recei�ing 111laters...........................................................................................................r.......7 A.3 ❑rainage System Susceptibility to Hydromodifica�ion........................................................................7 A.4 Additianal Permits/Approvals required for th� Project:.....................................................................8 Section B: �ptimize Site �tilization �LID Principles}......................................................................................9 Sectian C: Delineate Drainage Management Areas�DMAs}.......................................................................�1 SectionD: Implement LID BMPs..................................................................................................................�3 D.1 In�iltrati�n A��licability............................................................................... .......7.3 .............................. D.2 Harv�st and Use Assessment......................................................................... ......,14 ............................ ❑.3 Bioretention and Biotreatment Assessment....................................................................................16 D.4�ther Limiting Geotechnical C�nditions...........................................................................................17 D.5 �easibili�y Assessment Summaries...................................................................................................7.7 ❑.6 LID 6MP Sizing...................................................................................................................................17 5ec�i�n E: Impleme�t Hydrolvgic Control BMPs and S�diment Supply BMPs............................................�0 E.1 Onsite Feasibility of Hydrologic C�ntr�l BMPs..................................................................................20 E.2 Meeting the HMP Per�ormance Standard for 5mall Project Sites.....................................................2� ............................................. � E.3 Hydral�gic Contro! BMP Selection ..................... ....,..2�. � ........................... ___ E.4 Hydral�gic Control BMP Sizing........................................................................ .....21 ............................. �.5 Implement Sediment SUpply BMPs...................................................................................................2Z Section F: Alternati�e Campliance..............................................................................................................ZS F.1 Identify Pollutants❑f Concern.............................................................................................. ...,.26 F.2 St�rmwater Credits............................................................................................................................27 F.3 Sizing Criteria.....................................................................................................................................27 F.4 Treatment ContraI BMP 5election.....................................................................................................28 F.5 Hydrolvgic Performance Standard—Aiternati�e Complian�e Appr�ach..........................................28 F.fi 5edim�nt 5upply Performance 5tandard �Alternati�e Compliance..................................................29 SectionG: Saur�e Contr�ol BMPs.................................................................................................................3� Section H: Canstruction Plan Chec�Clist.......................................................................................................32 Section I: �peratian. Mainter�ance and Fund�ng........................................................................................33 Acronyms,Abbre�iations and I]efinitions...................................................................................................34 � , �' Page � 4 �Z-�-���.5 VNater Quality Management Plan[V`IQMP] Hope Lutheran Chur�h and S�haol f ; List af Ta��es Table A.�. ldentification of Recei�ing Waters....................:...........................................................................7 Table A.2 Identification o�5usceptibility to Hydramodificatian...................................................................8 Table A.3 �ther Applica�le Permits..............................................................................................................8 TableC.�. DMA Classifications.....................................................................................................................11 Table C.�Type `A', 5elf-Treating Areas.......................................................................................................11 Table C.3 Type `B',5elf-Retaining Areas......................................................................................................11 Table C.4 Type `C'.Areas that Drain to Self-Retaining Areas......................................................................7.2 Tahle C.5 Type 'D',Areas Draining ta BMPs.........................................................................................:......1Z Table D,1 In�i�tration Feasibility..................................................................................................................�3 . Table D.Z �eotechnical Cancerns for Qnsite Retention Table....................................................................17 Ta�le D.3 LID Prioritizatian Summary Matrix..............................................................................................7.7 Table D.4 DCV Calcuiations for LID BMPs....................................................................................................18 TableD.5 �.ID BMP Sizing.............................................................................................................................18 Table E.1 LID & Hydromodi�ication BMP Location......................................................................................2� TableE.Z Hydrologic C�ntrol BMP 5izing:...................................................................................................22 Table F.1 Patential Pallutants by Land Use Type........................................................................................26 � Tahl� F.Z Starmwa�er Credits......................................................................................................................Z7 � � Table F.3 Treatment Control BMp 5i2ing............................... , ......................................................................�7 ---. Table F.4 Treatmenf Ca�trol BMp Selection........................................:......................................................28 Table F.5 Dffsite Hydrol�gi�Control gMP Sizing.........................................................................................29 Tabfe G.�Structurai and �peratior�al Saurce Control BMP........................................................................3� Table H.1 Cor�structian Plan Cross-reference.............................................................................................32 List of Appendices Appendix 2: Maps and Site Plans......................................................................... .......................................41 Appendix Z: Construc�ian Plans..................................................................................................................42 Appendix3: Soils Information.....................................................................................................................43 Appendix 4: Historical 5ite Conditians........................................................................................................44 Appendix 5: LI❑ Infeasi�i�ity........................................................................................................................45 App�ndix 5: BMP Design ❑etails.................................................................................................................46 Appendix7: Hydramadificatian..................................................................................................................47 Appendix8: Source Contral.........................................................................................................................48 APPendix9: �&M........................................................................................................................................49 � .......................................................................................................... Appendix 1�: Educatianal Materials .50 Pag � � 5 �2-1-20�5 Vllater Quality Management Plan[VVQMP} Hope Lutheran Church and Schaal �� . � ti . . ���t��r� A. Pr���c�k ar�d ��t� �nform����r� �aaa�cr[�vFo�nn�r�oN . . Type af Project: Chur�� and Pre-sc�oal Pianning Area: N/A Community Name: City❑f Temecula De�elopment Name: N/A PR�JECT LQCA`�ION �atitude& Langitude[DM5}:33°28'S�.44"�-117°08'23.72" Prpject Watershed and Suh-Watershed:Santa Margarita� Murrieta Cr�ek APN�s):�zz-��o-oo� Map Boak and Page Nv.:PAGE:978 GR1D:1� PROJECT CMARACTERiSTIC5 . .. . Propased or�vtential lan� use�s} Religiaus assembly and lnstitutiar� Prapvsed vr Potential 5[C Co�e�s� 8551 Ar�a❑f Imper�ious Praject Footprint[SF� 15,ODD sf Tvtal area of qroposed Imper�ious Surfaces within the Praject Limits�SF}�ar Repla�ement 72,6DD st Total Project Area (ac7 2.94ac Does the proj�ct cvnsist ot vffsite rvad impro�ements? ❑Y � N ;r�- Does the prvj�ct�rapose to cvnstruct unpa�ed roads? ❑Y � N �_ � Is the prvject par't of a [arger cammon plan of�e�elopment�phased praJe�t�? ❑Y � N Is t�e�rv�e�t exempt fram HMP Performance Standards? ❑Y � N . . E3C15TIl�G SIT�CHARAC7ER15�'1CS . . .. . . .. . ....... ... .. .. .. .... . .. . . Tvtal area af existin Imperviaus 5urface5 within�he�raject limits�SF� �.Q sf Is the �ra�ect located within any Multi-Species Habitat Conser�ativn Plan �MSHCP Crit�ria ❑Y � N Cell? If s�, identify the Cell number: n/a Are there any natural hydralvgic features❑n the project sit�� ❑Y � N Is a Geotechnical Repart at�ac�ed? �Y ❑ N If no Geatech. Repvrt, list �he Natural ReSourc�s Canser�atian Service �NRCS} soils type�s} BC present on the site(A, B, C and/vr D� What is the Water Quality❑esign Starm Depth for the project? 1..�" A.1 Maps and 5ite Plans When completing your Project-Specific WC�MP, include a map of the Project�icinity and existing site. In addition, in�lude all grading. drainage, landscape�plar�t palette and other pertinent cvr�structior� plans in Ap�endix 2.At a minimum,yaur WQMP 5ite P[an should in�lud�the f�llawing: ■ Drainag� Management Areas�DMAs� ■ Saur�e Control BMPs ■ Proposed 5tructural B�st Management � Buildings, R�af Lines, Downspauts � Practices�BMPs� • Impervious Surfaces � • Drainage Path � 5tar�dard Labeiir�g �� ■ Drainage infrastructure, inlets, o�erflows Page � G 1�-2-Z015 Wa�er�uality Management Plan(V�'QMP] Hape Lutheran Church and Schoal [ ,' Use yaur dis�retion on whether ar nvt yvu may need t� create multiple sheets or can appro�riat�ly accommadate t�tese features ❑n one or two sheets. Keep �n mind that the Copermittee plan re�iewer must be ab[e to easily analyze your Project utilizi�tg this template and its assaciated site plans and maps. A.2 [dentify Recei�i ng VIlaters Llsing Table A.3. below, list in arder of upstream to dawnstream, the Recei�ing Waters tf�at the Project site is tributary ta. Continue to fill each row with the Recei�ing INater's 303�d} l�sted impairments �if any}, designat�d Beneficial Uses, a�d proximity, if any, to a RAR� geneficiaf Use. Include a map ❑t the Recei�ing Waters in Appendix 1. {http:llwtivw.watel•I�oards.ca.go�Isandiegolivater rssuesl�rogrcrmslbasin�lanl} 'Ta�i�A.7.Identificaiion of Receiving Waters Recei�ing Waters USEPA Approved 3a3�d� �esignated Proximity to RARE List Impairm�nts �ene�icia! Uses B�?�1�?ffCE�I US�? Murrieta Cr��k Chlorpyrif�s,Capper, fran, MLIN,AG�,IND.PROC� Nat a RAR�waterbady �HSA�.32� Manganese� Nit�vgen, GWR,RECI,RE��,WA RM.WIL❑ �apprvximatefy�.2 miies phosph�rus,Tox�city from site} 5an�a Margarita Phaspharus,Taxicity ML]N,AGR,IND.REC1., RARE waterbvdy Ri��r Upper�ortian REC�,WARM,CaL�,WIL�,RARE �appraximately�.6 mil�s �HSA 2.22, 2.21) tram site} � Santa Margarita Enterac�ccus, Fe�al MUN,AGR,IND,PR�C, RARE wat�rbvdy Ri�er l.awer partian Califflrm, Phvsphorus, R�CI,REC2,WARM,C �appraximately 15.6 � �HSA 2.�3, 2.12, Total Nitrogen OL�,WILD,RARE miles from the 5i��} �_�� 2.1.1� 5anta Margarita Eutrophic RECZ.R��2.�5T, RAR�water�ody Lagvon �HSA 2.17.} WI�D,RAR�,MAR,MI GR,SPWN �apprvximately 24.6 miles from the site� Pa�ific�c�an Nflt List�d❑n R�gian 9 List iND,NAV�RE�7.,R�C�, RARE wat�rhvdy vf Impairments �OMM,BI�L,WILD,R �approximat�ly 28.5 total ARE,MAR,AQUA,MIG miles fram th�site� R,SPWN,SH�LL A,3 ❑rainage System Susceptibi�ity to Hydrvmodif�cation Using Tab[e A.2 �elow. [ist in arder❑f the point of di5�harge at the praject site dawn ta t�e Santa Margarita Ri�er, each drainage system ar r�cei�ing water that th� �rvject sit� is tributary ta. Cantinue tv fill each r�w with the ma'terial of the drainage system, the stflrm drain 5!l5C��3tII71�i�y using the 5WCT2 �Stormwater & Water Conser�atian Tra�[cing Tool - htt : rivco. ermitrack.cam � ❑r Map 2 of the Hydramadi�ication Suscepti�ility Documentatian Repart and Mapping:Santa Margarita Region �Appendix D❑f the SMR HMP�,and the canditian far exempting the drainage syst�m, if applicable. If the exemptian incfudes recei�ing waters that were n�t e�aluated in Appendix ❑, pra�ide s�pparting dacumentation in Appendix 7 �v demvnstrat�that they classify as Eng�neered, Fully Hardened and Maintained [EFHM� �hannels, �onsistent with the definition pra�ided in Appendix D. Include a map exhibiting each drainage system and the associated su5�eptibility in Appendix 1. �� Page � 7 12-1-���.5 '�Vater Quality.Management P�an[WQMP) T Hope Lutheran Chur�h and School �� � Ta�rie A.�IdEn�ification of 5usceptibil�ty to Fiydr�m�dificatian Drainage 5ystem Orainage System Material �usceptihility of Drainage Hydramndification System Exemption City of 7emecula MS� R�p Nat Susceptibfe EFHM �0.1 Milesy Murrieta Creek Earthen Battom C�annel— Not SuscepEihle NEE P�tentially Exempt {p,2 Mi[esj Garr�tson very fine sandy iaam A.4 Additional Permits�Approvals required for the Project: '�a��e A,3 Oth�r A�plica�l�Permit5 Agency Permi�Re�uire� State ❑epartment❑f Fish and Game, 7.6fl2 5treambed Alteration Agreement ❑Y � N State Water Resources Cantrol Baard, Clean Water Act 5e�tian 401 Water Quality �Y � N Certification U5 Army Cvrps af Engineer5, Clean Water A�t Sectivn 4�4 P�rmit ❑Y � N US Fish and Wildlife, Endangered Species Act Section 7 Biolagica�Dpinian ❑Y � N � � 5�atewide Construction General Permit Co�erage �Y ❑ N Stat�wid� Industrial G�en�ral P�rmit Ca�erage ❑Y � N Western Ri�erside MSHCP Consist�n�y Ap�ro�al�e.g.,JPR� DS�5P� ❑Y � N Other(p�ease list rn the space below as requiredJ �y ❑ N CUP Permit PA 3.5-0764 City af Temecu[a If yes is answered to any of the questiQns abo�e, the Ca-permittee may require pra�f of approWal�co�erage from those agencie� as applicable including documentation af any assaciated requirements that may affect this Project-5pecific 1NQMP. i �� Page J8 1,2-7.-2�15 Water Quality Management Plan(WQMP] � Hape Luthe�•an Church and School �� r ■ ■ ■ �r r r R r � �e�t��r� �: �pt�n��z� S�t� Ut�����t�a� �L�D �r��c���es� Re�iew ❑f t�e informatian callected in Se�tion `A' will aid in identifying the �rincEpal constraints on si�e design and selection vf LID BMPs as well as oppartunities to reduce im�erviousness and incarporate !.[❑ Principles int❑ the site and landscape design. For example, constrain�s might in�lude impermeable soils, high graundwat�r, grour�dwater �ollution or cantaminated soils, steep slopes, geQtechnical instabili�y, high-ir�t�nsity land use, heavy pedestrian or �ehicular traffic, utility locations or �afety concerns. apportunities might inClude existi�g natural areas, I�w ar�as, oddly c�nfigured ❑r otherwise unbuildable parcels, easements and landscape amenities including open space and buffers �which can double as [vcations for LID Bior�tention BMPs�, and di�ferences in e�e�ation �w�ic� can pra�ide hydraulic head}. Pre�are a brief narrati�e f�r each of the site ❑ptimizatian strategies descri�ed below. This r�arrati�e will help you as yvu prviceed with yaur Low �mpact De��[opment �LID} design and ex�lain your design decisions to others. The ��1� SMR M54 Permit further requir�s that LI❑ Retentian BMPs �Infiltration �nly ar Harvest and Use� be used unless it can be shawn that thase BMPs are infeasible. Therefare, it is important that your narrative ider�tify and justi�Fy if there are any canstraints that wauld pre�enf th� use of#hose categories af LID gMPs. 5imilariy,you should also note ❑pportunities that exi$t which will �e utilized during project d�sign, Upon com�letion ❑f identifying Constraints and D��artunities, include these on your WQMP Site plan En Appendix 1.. Site �ptimization ��� �__,' The fallowing questions are �ased upon Se�tion 3.� of th� VVQMP Guidance Document. ReWiew o�the WQMP Guidance Document will help yvu defermine haw best to optimize your site and subsequ�ntly identify opportunities and�or constraints, and do�ument c�mpliance. Did yota identi�Fy and preserve existing drainage patterns? If sa, how? If not,why? The pos�'-cvnstructron drarnage pat�tern maintairrs the exisfing r�ratnpge pat't'ern. The stte rs drvided inro two main sub hcrstns, each of which havrng a c�iscrete c�ischarge potnr. Dischprge frarn the twa porn�t's confluence prror to en�tering a M54. Did yvu identify and protect existing�egetatian? If sa, how? If nat,why? The site rs current�y devoi�of any usab�e vegetativn. There are several t�rees arrd small�o medium shrubs a�ang t'he southwest por�ion a�t�he srte, Iocated near and wrt�hrn Caltrans rtght-of-way. The projec� wifl nvt remove or c�ist�urb t�he nat�rve vegetat�on within �he�oltrans righ�-af-way. There are several t�rees and smal! to medium .shrubs t�o t�he southeast vf property line, foca�ed wrthin the exlsting Nnpe Lutheran facilifres. A few se�ect shrubs which exist near prapert'y �rne mpy be d�stur�ed durrng �the grading o�the srt�e. Any disturbances sha«be restored. Did you identify and preserve natural infiltration capacity? Ef so, hvw? ]f not,why? Six rnfilt�rat�ron �renches wiff be construct�ed on site to rn�rease infiJt�ra�ion capacit�y. 7he extSting candrt�lon has a moderate capacity far infrltratron basec�on sit'e st'eepness. �� ' Did y�u ide�tify and minimize impervious ar�a? If so, haw? lt not, why? r � � � age � 9 12-7.-2�7.5 VVater Quaiity Management Plan[�IVQMP] Hape LuCheran Church and School �' The interrt�o�Hope Lutheran is to �onst'ruct'a minrmaffy sized facrlrty wi�th regard tv curren�congregotiorr size; approxrmateJy 40°0� of �he proposed �evelopment� is landscape. There�'are, the parking �ot� and buildrng }'oofprrn� is srzed accordingly. A �arge pervrous area abuts �he proposed building creating a disconnect� between the imperviaus parkrng area and a large pvrtran af �he impervrous 6uifding hardscape, A11 drive rSles and parkrng space count are desrgned a�the minimum requrred. Did yo� id�ntify and disperse runoff to adjacent perviaus areas? If sa, haw? If nat,why? A«onsl�e runaff is rn�ercepted by in�'r��ration frenches nr biv-swale. The six proposed irrfilt'rpfion trenches are locat�ed in such a� manner as to decentra�ize catchment and provide pervious areas adjacent ta all rmpervious surfaces. Thts allvw��or tHe short�st t�rave�distance�rom any single impervrous sur�ace to the rn�'t�t'ra�t�tan trenches. _�_� �� 1 �_--J ," � � Page � ID 12-1-2�15 Water Quality Management Plan[WQMP] Hope Lutheran Church and Schoal �1 . . . �� Sect�or� �: C����n��t� [�r���age �Il�n�g����t Ar�as �D�As� Utilizing the procedure in 5ect�an 3.3 �f the WQMP Guidance Document which discusses the methods of delineating and mapping your project site into indi�idual DMAs, complete Table C,Z below t❑ appropriately �at�garize the types of classification �e.g.. Type A. Type B, etc.� per DMA for yaur Project � site. Upan completian of this tahle, this infarmation will then be used t❑ populate and ta�Oulate the correspanding tables far their respecti�e �MA classifications. �able C.1❑MA Classifications DMA Name or[dentificativn Se�rface Type(s}1 Area(Sq.Ft.] DMA"Cype A� Undisturbed Natural 7,547 Type A �1 AC Pa�ing 7.4,569 Type ❑ DZ AC Pa�ing 38,48� Typ� D ❑� Raaf. Landscape 2D,454 Typ� ❑ D4 AC Pa�ing 5,942 Type D D5 Roof, Lands�ape 8,81.5 Typ� D D6 Roof, Landscape 13,ZZ3 Type D D7 AC Pa�ing 8,996 Type D D8 AC Pa�ing� L�C1d5C�p�' S,61.5 Type D 'Reference Tdble 2-z in�he W4MP Guidnrrce DncumenC ta papu�ote ihrs carumn _1 f J Table C.2 Type'A'�5elf-Treatir��Areas .` DMA Name or ldenti�icatian Area(Sq. Ft.� 5tabifizativr�Type Irrigation Type{if any} A1. 7,547 Undisturbed Natural None "�able C.�7ype'8',5eff-�tetaining Areas Sel�'-Retaining Area Type'C' []MAs that are draining ta the 5elf-Retaining Area Area Storm �square Depth [�J from TabEe Require� �etentio� Depth DMA feety {ir�ches) C.4= �inches} Past��roject Name�ID surfa�e#y�� �A� ��� IJMA Name�ID ��� ��� p3 Turf�Sad 5,825 1A D6 Turf�Sod 1,21$ 1.0 ,� ;� D = B �Ba [�] [ I [ ] + �A� Page � 11 �z-z-zo�.s Water Quality Management Plan(�IVQMP) . Hope Luthe�•an Church and Schaol �� Tai�le�.4�'yp�`C',Ar�as t�at Drair�ta Seif-Ft�tainin�r�l'G�'a5 �MA Receiving 5elf-Retaining DMA o �=' � a �' `�. � � v o s�..s � •0 �—, � U r�a ¢ � �a.. � � � /1�'���SC�U�I'E � ra ¢ �. o `C Product fee�� Ratio � a N � [AJ [B] [C]=[A]x[B] D] [C]/[D] DMA nam��iD C NQte:(5ee 5ectron 3.3 of W4MP Guidante Document�Fr+sure that par�rally pervious areas drainrng tQ a 5elf-Retainrng area do not exceed the fvllow►ng ratia: 2 � 1 r 1 1 J `Imperviaus Fractionl � �7ributary Area:5elf-Retaining Area� Table C.��ype`�',Areas Drair�ing ta BMPs DMA Name ar IE7 BMP Name❑r�D D1 iT-7. D2 IT-2 D3 IT-3 D4 IT-4 ❑5 IT-S ❑7 IT-7 Note:Mare than one DN1A may drarn tv a single t!a BMP;however, vne DMA may rrot drarn tv more than one BMP. s; J �J Page � 1Z 12-�-2�1.5 Water Quality Management Plan[�IUQMP� Hope Lutheran Church and SchQvl �� �ect��r� D: �m lement L�C� B�li��s � D.1 Infiltration Applicability � An assessme�t �f th� feasibility ❑f utilizing Irtfi[tration BMPs is required for alE projects, except� rn the ,followrng case: ❑ Har�est and lJse BMPs will be implemented t❑ address the Design Capture Volume {$ee the Har�est and lJse Assessment below} far all Drairtage Management Areas AND the project iS exempt from HMP Performance 5tandards�Proceed�o Sectivn D.�andSeGtion F�. ]f the abo�e box r�mains unchecked, per�orm a site-specific e�aluatian of the �easibility of Infiltration 6MPs using each ❑f the applica�[� crit�ria iden�ified in Chapter 3.4.1 of the IN�MP Guidance Documen� and �ample�e the remainder af Sectian D.�.. Is there an infiltratian concern �see discussion in Chapter 2.3.4 of the WQMP Guidance Dacument for further details}? ❑ Y �f N If yes �as �een checked, both Infiitration BMPs and Hydrologic Control BMPs t�at inc�ude an infiltration functionalities may not be feasible far the site. [t is recommended that yau contact yaur Copermitte� to �erify whether❑r nvt infiltra�i�r�within the Project is infeasible. Geutechnical Repor� A Geate�hnical Repart or Phase I �n�ironmental Site Assessment may be required by the Capermitte�to confirm present and past site characteristics that may affect�he use of Intiltratian BMPs. ]n addition,the �`� Copermittee, at their dis�retion, may not require a g�otechnical report f�r smaii projects as described in Chapter 2 of the WCZMP Guidance �o�ument. If a geotechnical report has be�n prepared, include it in Appendix 3. ln additian, if a PFtase I En�iranm�ntal Site Assessment has �een �repared, includ� it i� Ap�endix 4. Is this proje�t classifi�d as a smali praject consistent with the requirements ❑f Chapter Z ❑f the WQMP Guidance Document? � Y ❑ N Infiltration Feasibility Table D.1 �elaw is meant to pro�ide a simple means of assessing which DMAs an your site support Infiltratian BMPs and is discussed in the WCZMP Guidance Documer�t in Chapter 2.3.4. Ch�cic the appropriate box for each ques#i�n ar�d then list aff�cted DMAs as app[icable. ff additianal space is ne�ded, add a r�w belaw t�e corresponding answer. �able�.1€nfiltra#ion Feasi�ility Does the prvject site... Y�5 NO ...have any DMAs with a seasanal high graundwater mark shallower than 10 feet� X If Yes,[ist affected DMAs: ...have any DMAS lacated within 7.��feet afi a water su�ply well? x If Yes,list affected DMAs: ...have any areas identified by the gevteGhnieal report as pasing a public safety risEc where infiltrativn af X stormwater could have a negati�e impa�t? If Yes, list affected DMAs: ...ha�e measured in-situ infiltration rates of I�ss than 3..6 inches�hour? 3( ( ; If Yes,list af�ected DMAs: �J ...have signiti�ant cut and/ar fiill conditions that would preclude in-�itu testing of infiltrativn rates at the final X infiltration surface? Page � 13 12-1-2�15 V`later Quaiiry Management Plan�jIVQMP] Hope Lutheran Church and 5choo� �� 1f Yes,list affected❑MAs: ...have any cantaminated groundwater plume in the�icinity af the site? x If Yes,list affected DMAs: ...ge�technical report identifies other site-5pecific factvrs that wvuld preeiUde effe�tive and safe infiftratian? ?f Describ��ere: If you answered "Yes" to any of the questions abo�e for any DMA, Infiltration BMP�shou�d not be tased far thase DMAs and you shauld proceed t❑th� assessment for Harvest and Use below. C3.2 Har►rest and Use Assessment Please chec[c what appli�s: ❑ Rec�aimed wa'ter will �e used for the non-potable water demands for the Project. ❑Dow�stream water righ�s may �� impacted �y Harvest and Use as appra�ed by the Regional Board �verify with the Cop�rmitfee�. �The Design Capture Valume �D�V} wi[1 be addressed using Infiltration Only BMPs. In such a case, Harvest and Use BMPs are still encouraged, but if would n�t be required if th� DCV will �e infiltrated or e�apotranspired. If any of the abo�e �oxes ha�e been checked, Harvest and Llse BMPs r�eed not �e assessed for the site. If neither ❑f the above criteria applies, �allow the steps �elaw to a�sess the feasibility of irrigation use, toilet use and other non-patable uses��e.g., irtdustria[ use}. �� , Irrigatian Use Feasibility Compl�te the fo�iowing steps �o determine the feasi�ility o� harvesting stormwater runof�for Irrigation lJse gMPs an yo�r site: Step �.: Identify the tatal ar�a �f irrigated landscape ❑n the site, and th�type o�landscaping us�d. To�aJ Area of lrrrgated tandscape: D.B�ac Type o�tandscaprrrg (Conservat�on Design vrAct�ive Turf�; Conser�a�ior� ❑esign Step �: Identify the planned tatal ❑f all impervious areas ❑n the �roposed praject from which run�ff might be feasibly captured and stared for irrigation case. Depending �n the canfig�ratEan af buildir�gs and other impervious areas ❑n the site, y�u may consider the site as a whole, or parts �f the site, to e�aluate reasonable sc�narias for captu�-ing and storing runafF and ' directing the stored r�no�F to the potential use(s� identified in 5tep 1 abo�e. Tota�Arep af lmpervivus Sur�aces: �..G6 ac 5tep 3: Cross reference th� Design Starm depth for the proje�� site �see Exhibit A of the WQMP Guidance Document7 with the [eft column ❑f Tab[e 2-4 in Cha�ter 2 to determine the minimum area af Effecti�e ]rrigated Area per Tributary [mpervious Area �EIATIA}. Ent�er your EIATIA fact�ar: 3.98 5tep 4: Mu[tiply the unit value o�tained from 5t�p 3 by the tatal ❑f imper�ious areas from Step � to � ` de�eiop the minimUm irrigated area that would �e required. �� Nlinrmc�m requrred irrrgated area: 6.6�ac Page � �.4 �.�-1-2015 Water Quality Management Plan[Z+VQMP] � Hope Lutheran Church and Schaol �-� Step 5: Determin� if harvesting stormwater rtanoff for irrigation use is feasible for the project by com�aring the total area ❑f irrigated landscape {Step 1} �❑ the minimum requir�d irrigated a rea �Step 4}. Minimum required irrigated area �Step 4} A�ai[able Ir�igated Landscape �5tep 1� 6.5�ac ❑.SD Tai[et llse Feasib'rlity Comp[ete the fallawing steps to de�ermine �h� feasibility of har�esting stormwater runofF for tailet flushing uses on y�ur site: Step 1: ldentify the projected tatal number of daily t�i[et users dUring the we� seasan, and accaunt for any periadic shut down�or❑ther lapses in occupancy: Projected lllumber o�Darly Tailet Users:50 Project Type:Inst�ttut'ran Step 2: Identify the planned total ❑f all imper�ious areas ❑n the pro�osed Praject from which runoff might be �easibly captured and stored �or t�il�t use. D�pending Qn the canfiguratian of buildings and ❑ther impervious ar�as on the site,yaU may�onsider�he Pro�ect site as a whole, _ ar parts of the site, to e�a[uate reasonable scenarios fvr capturing and storing runaff and ��� dir�cting the st�red runaff to the patential use�s� identified in 5tep �. aba�e. 7ata!Area o�lmpervrnus Sur�'aces:�.65 ac 5tep 3: Enter the Design Storm d�pth �For t�e project site �see Ex�ibit A} into the I�ft �alumn ❑f Table Z-3 in Chapter 2 to determine the minimum number or toilet us�r� per tributary impervivus acre �TLITIA}. � Fnter your TUTlA factor:43 St�p 4: Multip[y the unit �alue ��tained fram Step 3 by tt�e total of imper�ious areas from Step 2 to de�elop tFte minimum number of toilet users that w�uld be required. lVlinimum number of tailet users: 7� Step 5: Determine if har�esting stormwate�- run�ff f�r tailet flushing use is feasible far tf�e Project by ��mparing the Num�er of Daily Tailet Users �5tep 1} to the minimum required num�er ❑f toil�t users �Step 4�. Minimum required Toilet Users�5tep 4j Projected nUmber of toiiet users�5tep 1� 7�. 5� Other Non-Potable llse Feasihility Are there othe�- non-pata�le uses for stormwater runoff on the site �e.g, industrial use�? 5ee Cha�ter Z � ❑f the�uidance for further infarmation. If yes, describe �elow. If no,writ� N�A. N/A Page � 15 1Z-1-2�25 � Water Quality Managem�nt Plan[VNQMP) Hope Lutheran Church and S�hoal � Step 7.: Identify the projected a�erage daily non-pota�le demand, in ga�[ons per day, dUring the Wet �� 1 \ Season and accou�ting for any periodic shut downs❑r❑t�er lapses in ��cupancy�r operation. Average Darly Demand:N/A Ste� 2: Identify the planned total of a�l impervious areas on the �roposed Proje�t fram which runoff might be feasibfy captured and stor�d for the id�ntified non-potable u$e. �epending an the �o�figuration of buildings and other impervious areas on the site, yau may cor�sider the Praject site as a w�tole, or parts of the site, t❑ e�aluate reasonab[e scenarios far capturing and storing runofF and directing the stored runoff�❑t�e �o�e�tial use�s} identified in Step 1 abo�e. Total Area of lmpervious 5ur�aces:n/a Ste� 3: E�ter the Design 5tarm Depth for the Project site �see �xhibit A} into the left column of Table 2-5 in Chapter 2 to determine the minimum demand for non-p�tabl� uses ❑� st�rmwater runaff per trib�tary imperviaus acre. Enter the factar from Table 2-3:n/a 5tep 4: Multiply tl�e unit Walue ohtained from Step 4 �y the tota� of imper�i�us ar�as fr�m St�p 3 to de�elop the minimum gpd of nan-potabi� us�tf�at would be required. Nlinimum requirec�use: n/a Ste� 5: Determine if harvesting stormwater rUnvff far other nvn-pota�le use is feasible far the Project by com�aring the Number of Dai[y Tailet Users {Step 7.) to the mi�imum required number of t�ilet users{5tep 4�. L � Minimum required non-potable use {5tep 4� Projected a�erage daily use (5tep �] n�a n�a �� Irrigation, Toiiet and �ther �se feasibility anticipated demands are [ess than the-applicable minimtam �altaes, Harvest and LJse BMPs are not required and yau shotald praceed to utilize L!D Bioretention and Biotreatment BMPs, unless a site-specific analysis has �een com�[eted that dem�nstrates technical infeasibility as noted in D.3 belaw. D.3 Bivretention and Biotreatment Assessment Other L1D Bioretention and Biotreatment BMP$ as descri�ed in C�apter 2.3 0� the WQMP Guidance Document are feasible on nearly all development sites with sufFicient ad�ance planning. Select one o��he fo�lowtng: � LID Bivre�ention�6iotreatment BMPs will be used for some or all DMAs of the Project as noted belaw in Section D.4 ❑ A site-specific analysis demonstrating the technical infeasibility o� all LID BMPs has be�n performed and is incfuded in Appendix 5. If you plan to su�mit an analysis demor�strating the te�hr�ical infeasibility �f L!D BMPs, r�quest a pre-submittai meeting with the Copermittee with jurisdiction o�er the. Project site to discuss this option. Praceed to Section E ta dvcument your �� al�ernati�e cam�liartce measures, � � � � � is 12-1-Z07.5 jlVater Quality Management Plan[ZNQMP] Hope Lutheran Church and Schaal ��`' D.4 �ther Lim�ting Geotechnical Conditrons �nsite ret�ntian may not �e feasible due ta specific geotechnical cancerns identified in t�e Geotechnical Report. If ar�y, describe below. If na, write N�A: N�A '�abt�D.Z GeoreGhnical Ca��erns far�r�site Retentian Table ....,.:.....::: ;,:.. .:.:�..::::.::...:..,�..,::,:::....:.-.;......:.. .. ....:..:..:....:..::..;. .:. .:.. .. . . . . . .... . . . .. T `�;af Geotechn�cal:Earicern • �:DNiAs F.eas�E�l� B :Name vr ID; : ::'DN[As ln�easi�l� �B .Name or 10�<' ..YP . ...... . . . . ... . � Y 3 �.Y �. Collapsib[e Sail Expansi�e Svil 5lopes Liquefactivn �ther D.5 Feasibility Assessment Summaries From the Ir��iltratian, Ha�vest and Llse, 6i�reter�tion and Bi�treatment Sections aho�e, comple�e Table D.3 below t❑ summarize which LID BMPs are techni�ally feasible, and which are not, based �pon the establis�ed hierarcf�y. '�able[3.3 l.ID Priaritixation S�mmary Ma�rix LID BMP Hierarchy No I.ID L�MA _ {Alternative � I�ame�lo 1. �nfiltratian 2. Ffarvest and use 3. Biaretentiar� 4. Biatreatment Camplian�e} A�. � ❑ � � ❑ ❑� � ❑ � � ❑ oz � ❑ � � ❑ �3 � ❑ � � ❑ D4 � ❑ � � ❑ D5 � ❑ � � ❑ D6 � ❑ � � ❑ D7 � ❑ � � ❑ For those DMAs where LI� BMPs are not feasible, pro�ide a brief narrati�e belaw summarizing why they are not feasible, include your technical infeasibi[ity �riteria in Appendix 5, and proceed to Section E �elaw to d�cument A�ternative Campliance measures for those DMAs. Recall that each proposed DMA must pass through the LID BMP hierarchy �efare alternati�e compliance measures may be �onsid�red, There are no DMA's where LID BMP's are not feasible. D.5 LID BMP 5izing Eac� LID BMP must be designed t❑ ensure that the DCV will be addressed �ay the sele�t�d BMPs. First, calcu[ate the DCV for �ach LID BMP using the V$MP worksheet in Appendix F of the LID BMp Design , Handbook. Secand, design the L�D BMP t❑ meet the �equired VBMP using a method ap�roved by the � Capermittee wEth jurisdiction over�he Project site. lJtilize the worksheets faund in the �ID BM� Design Handbook or ��nsult with the ��permittee to assist you in correctEy sizing yaur L.fD BMPs. Complete �° a g e � �.7 �Z-1-�Q15 �IVater Qualiry Management Plan[WQMP� Hape Lutheran Church and Schoal ��� Tabl� D.4 belaw t� dacument the DCV and the Propased Vol�me for each LID gMP. Provide the � Completed design procedure she�ts for�a�h LI� BMP in Appendix 6. Yau may add additianal rows to the table helaw as needed. T'able D.�❑�V�alc��atior�s fcr I.1D SMPs � DMA ❑MA Post-Prv�ect Ef�Fective ❑�q Areas x DZ,fl2,�.�,a4�D5,fl7—�n�ltr'ation Trench DMA �sq��re S�rface Imper�ia�s Runoff Runnff ❑s-Bio-Retentian 5wale Typef t❑ fe�t� Type Fraciian,If Factor Facfiar fA] [�} C�l CAl� [�l A� 7,547 undisturbed 0..�5 0.07 5�8 Natural D1 14,570 AC P��ing �.8 D.S� ZZ,947 DZ 38,487. AC Pa�ing �.9 4.8� 3.�,554 D3 2a,454 Roof, �9 4.3� 5,545 Landscape D4 5,942 AC Pa�ing d.9 4.54 3,503 � 05 8,8Z6 Rovf, �.9 �.7� 6,348 Propased Landscape ❑esign Volume D6 13,7.22 �°°f' 4.9 0.55 7,2Z7 Storm orr Plans Landscape Depth DCV,Vg�yp (cubic D7 8,996 AC Pa�in� �.9 �.73 6,567 (�n) {cubrc�eet) feet� D8 ����5 AC Pa�ing, n 9 p,54 3,572 .� Landscape � � AT = E=78,481 [D]x[E] �CA� C�� l.fl[E] [F] = 12 CG] [8],[C]is abtained as descr9bed in 5ection 2.5 af t�e WqMP Guidance Document [�] i5 obtained frvm Exhi�ifi A in the WQMP Guidan�e Document [G]is abtained from a design prveedure st�eet�such as in LID 6MP Design Hand�aaak and placed in Appendix 5 Each LID BMP must be designed to en$ure that the Design Capture Volume �DCV}w�lE be addressed �y the selected BMPs. First, calculate the Design Capture Volume for each LI❑ BMP usi�g the rVgMp� warksheet in Appendix �of the LID BMP ❑esign Handbook.5econd, design the LID BMP to meet the r�quired VgMP using a method appra�ed by the Copermittee. Lltiliz�the worksheefs found ir� the LID BMP Design Handb�ok or cansult with yaur Capermittee. Complete Table D.5 belaw ta document the Design Ca�ture Vo[Ume and the Proposed Volume f�r each LID BMP. You can add rows ta th�table as needed. Alternati�ely,the Santa Margarita Hydrology Model �SMRHM� can be used t❑size LI❑ BMPs ta address the DCV and� if applicable,to si2e Hydrologic Control BMPs to meet the Hydrologic Performance Standard af the SMR HMP,as ider�titied in Secti�n E. �'ak�l�D.5 LID 8MP 5izing . . . . . . . .. ...,:.:, .. >,.;; . . .. . .. ;:;. � , . . : ..: :: :: .. �. �:... .. ..;,,,;, .: ,. � :�,,. . ._., : .-.::. : -.., . <.. .,. .; ,;; ,; ; , , , , ,;,:.; .. .; . 6MP Name . ;DMR.Na. . ::. . :.B:MP T. e�.:�:l�escrr�.tion.. :::. ::Desi n.Ca t.ure�...,. Prv osed:Vo.lume� � YP � ;� p,. g. p P . . �: � ;'-°: . . . :. .. `Val',.:me . , . ., `f D: u ft: ft : . IT-1 D1 Infiltratian Trench 743 1,577 4.3'W x 3.3'D x 1�3'L IT-2 DZ Infi[tration Tren�h Z,182 5,465 9'W x 3,3'❑x 184'l. � �' IT-3 ❑3 Infiltration Trench 4Q9 1,�85 �� 5'Wx3.3'Dx55'L Page � 18 12-1-20�.5 Wa�er Quali�y Managemen�Plan�tIVQMP] Hope Lu�heran Church and School fl ,' IT-4 D$ fnfiltration Trench 224 576 4'Wx3'Dx48'L IT-5 D5 ]nfi[tration Trench 353 93� 5'Wx3'Dx62'L IT-7 D7 Ir�filtration Trench 396 1,05Q 5'Wx3'Dx7�'� BS-1 ❑6 Bia-Retention Swale 4Q3 636 6'Wx2'DxS3'L � �� � � Page � 19 1�-�-2��5 Vtilater�uality Management Plan[VIl�MP] Hnpe Lutheran Church and 5chaal � r w ���t��n �: I�p����r�t Hyd ra[a��� ��ntro� ���� �r�d Sed����t �upp�y BMPs If a campleted Table A.2 demonstrates that the �roject is exempt from HMP Performance S�andards, specify N�A af proceed ta Sectian F. if ap�licable,and Sectian G. E.1 �nsite Feasib�lity of Hydrvlogic Controi BMPs An assessment ot the feasibility of imp[ementing onsite Hydrvlogic Contral BMPs is required for all �rojects. Select�ane vf the fo�lowrng: �Yes—The im��emenfation of Hydrologic Control BMPs is feasible onsite. (Proceed�o St�ep E.3 and 5fep F.4� � - Qr - ❑ No--The �roject site i� larger than one acre and the implem�ntation❑f Hydrologic Cantrol BMPs is n�t feasihle on�ite. (Praceed t�o S�ep F.5 and Step F for Af�ernatrve Compliance upon approval of the Technrca�Feastbr�rt'y Assessmen�by the Copermrt�t�ee� ❑ No -� The project site is smaller than one acre and the implementation of Hydr�lagic Cor�tral BMPs is not feasible onsite. (Proceed to S�ep F.�] �_� �f th� r�asons for inf�asi�ilit are different from those fisted in Section D.1, d�scribe the te�hnical or Y spatial reasans that �recl�ade fhe impfementation❑f onsite Hydrologic Cantrol BMPs. If non�, write NJA: N/A Appro�al af the condition for infeasibi�ity, if any, is r�quired by the Co�ermittee. Has the �anditian for infeasibility be�n a�pra�ed by the Copermittee? ❑Y ❑ N � N�A E.2, Meeting the HMP Performance Standard far Small Prvject Sites 5e�ect one of the�ollowrng: ❑YQs—The �roject site is equai to �r IargQr thart one acre. (Proceed to Step E.3, 5tep F.4, and Sfep E.5} - 4r - . . ❑ Nv—The project site is less than ❑ne acr�. [Fo�low t�he rernarnder vf 5tep E.2� ;� � anly a Simplified TeGhnical �easi�aility 5tudy is requir�d �rom the applicant. Camplete the Simplified Techr�ical Feasibility Study in Appendix 7, w��cn must include, at a minimum, the sail canditions at the Page � ZO a.z-a.-zoa.� tNater Quality Management Plan(�IVQMP] Hope Lutheran Church and 5chaol ��� P�P, a demanstration of the IacEc o�available space for�nsite Hydrologic Con�rol BMPs, an �x�lanation of prohibitive casts t❑ implemenf Hydro[agic Contrvl BMPs, and a wri�t�n ❑pinian fram a Registered Geotechnical Engineer identitying the infeasibility due to geatechnical concerns. 5e�ecf vne of t'he fallowing: ❑ Yes—�nsite Hydr�logic Control BMPs are feasible. (Prnceed to 5tep E., 5t�ep E.4, and St�ep E.5] r �r ^ . ❑ No — ❑nsite Hydrologic Contro[ BMPs are not feasible per the 5implified Techni�al Feas�bility 5tudy. �Proceed to Sect'�vn E.5 for 5ediment Supply Performarrce St'andard and 5ectron F fvr Alternat�rve Cornp�ianceJ E.3 Hydr�logic Control BMP Selection Captcare ❑f the DCV and achie�ement of the Hydrolagic Perfarmance Standard may be met hy�omhined . and/or s�parate structural BMPs. Similarly, compliance with the twa identified requirem�rtts may he fuliy�r partially achie�ed ansite. For each ❑MA, identify in Table E.1 if the DCV is fully or partially �aptured ons�te, if the Hydrologic �---� Per�ormance Standard is fully or partially met onsite (by using the SMRHM identiti�d �n Step E.4}, and if ( � structUral BMPs for complianc� wi�h the LI❑ requirement and th� Hydrol�gic Performance Standard are �.�� combined. Table�.��.ID&Hyd�vmadification SMP Locatian DMA E.1D BMP Hydrol�gic Control Combined gMP type ar�d ID BMP BMP For each DMA pravide a narrati�e describing if t�e DCV and the Hydrologic Per-f�rman��Standard are to be fully managed onsi�e. I� not, the narrati�e should detaif how and where offsi�e structural 6MPs will achieve management of the DCV and the Hydrologic Per�ormance Star�dard. E.4 Hydralogic Contral BMP Siiing Each Hydrologic Controi BMP must �e designed to er�sure that the �law duration cur�e of the post- de��l�pme�t ❑MA will not exceed that of t�� pre-existing, naturally o��urring, DMA �y more than ten percent o�er a ❑ne-y�ar periad. Using SMRHM, th� applicant sI�all demon$trate that the performance of each designed Hydralogic Control BMP cam�lies with the Hydro[ogic Perfarma�ce Standard. Complete Ta�le E.2 below and identify, for each DMA, the type o� Hydrolvgi� Control BMP, if the SMRHM mvdel canfirmed �he management �Identified as "passed" in SMRHM�, the total valume capacity of the Hydra�ogic Control BMP, #he Hydrvlogic Contro[ BMP footprint at top floar ele�ation, and the drawdown � time of t�te Hydrolvgic Contr�l BMP. SMRHM summary re�orts should be documented �n Appendix 7. Pa � e � Z1 �2-1-�0�5 Vllater Quality Management Plan [WQMP� H�pe Lutheran Church and 5chool � �� Refer to the SMRHM Guidance Document �or additianal inf�rmation on SMRHM. You can add rows t❑ the table as needed. Table E.2 Hydrolagfc CnntraE 8MP 5ixing : . ,.::� .... .... ; ..,.... . ;........ .:...... ,.. ... ,.. ...,.. . ...... .: .. p :::; Q :., ri'' r ;,. .. M=:' : V �. . B'iVIP : ' '' ' �D'i-aw aw `: BM P ;: . .. .. ;•�M,A. . . :B.M Type�,...esc pt an �:.SM.RH , BM P alume. -::-.� ::....:,.�d... ,,n. . a:,. : �Name�ID.::;'No :� ' .F'a��sed �ac=ftl Fvvtp;ririt ta�}.� �im���;hr�: ❑ ❑ ❑ ❑ E.5 �mp[ement Sedim�nt Supply BMPs Th� applicant may refer to Section z.3 af the SMR HMP for a compreh�nsi�� descriptian af the methadology ta meet the 5ediment Supply Per�armance Standard. �omplete the following steps to d�termine compliar�ce witf�the 5edim�nt Supply P�rfarmanc�Standard: 5tep 1.: [dentify if the site is a 5ignificant Source of Bed Sediment Supply to the receiving channel ❑ 5tep �..A—Is�he ged Sediment❑f onsite streams similar to that of receiving str�ams? 1 � �--' Rate the similarity: ❑ High ❑ Medium � Low � Results fram�h�geo�echnical and sie�e analy�i$t❑ �� �erformed both onsite ar�d in the recei�ing channel should be d�cumented in Appendix 7. ❑f parti�ular ir�terest,the results of the sie�e analysis,the soil eradibility factor, a description af the topagraphic relief of the proje�t area,and the lithology❑f ansite sails shauld be reparted in Appe�tdix 7. , ❑ Step 1.B—Are ❑nsite streams capable of delivering Bed Sedim�r�t 5upply fram the site, if any, t❑ the recei�ing channe�? Rate the potential: ❑ High ❑ Medium � �aw R�sults from the analyses af the sediment deli�ery pvtential tv the recei�ing channel should be documented in Appendix 7 and identify, at a minimum, the Sedimer�t Source, �he distance t❑ the r�cei�ing channel, the ❑r�site channel density, the project watershed area, the slope, length, land use, and rainfall intensity. 4, /J �J P � gE J �2 �.Z-3.-2�15 V�later Quality Management Plan(WQMP} Hope LuCheran Church and 5choal �� ❑ Step 1.0—Will the receivir�g channel ad�ersely respond to a c�ang� in Bed Sediment Lvad? •� Rate the need for bed sediment supply: ❑ Higl� ❑ Medi�m � Low Results fram the ir�-stream analysis t� be performed bath vnsit� should be documented in Appendix 7. The analysis should, at a mir�imum, quantify the bar�k stability ar�d t�e degree ❑f incisian, �ra�ide a gradation ❑f the Bed 5edimenfi witnin the recei�ir�g channel, and identify if the channel is sedimen# supply-limited. ❑ Ste� �..❑—Summary of S�ep 1 Summarize in Table E.� the findings of Sfep 1 and associate a score {in parenthesis} to each ste�. The sum �f �he three indi�idual scores determines if a stream is a significant contribcatar to th� re�ei�ing stream. • Sum is equal t❑ ❑r greater than eight - 5ite is a significant source of sediment bed material —all ❑n-site streams mtast Eae preser�ed or by-passed within the site plan. T�e applicant s�all prace�d to Ste� 2�ar all onsite streams. • 5Um is greater than fi�e but lower than eight. Site is a sourc� of sedimer�t bed material— ��, some af the ❑n-site streams must b� preserved {with identified streams noted}. The �Y� a licant shali roceed to Ste 2 for the iden�ified streams onl . pp p p Y * 5um is equal to �r lower than fi�e. Site is nvt a significant source of sediment bed material.The applicant may ad�ance ta 5ection F. �aEa�e E,3 Triad ASsessment 5ummary Step Rating Total 5core 1.A ❑ High�3} ❑ Medium ��} � Low{1� 1 1.6 ❑ High{3� ❑ Medium �2} � Law�1� 1 1.0 ❑ High�3� ❑ Medium �2} � Low�1� 1 5igniticant Source Rating of Bed Sediment to th� receiving channel�s} 3 St�p 2: Preser�ation of Identitied �r►site Channels ��site streams identified as a Signi�icant Source ❑f Bed Sediment shou[d be a�oided in the site design. Check one o�'t�he followtng: � The site design does a�oid all onsit� channels identified as a 5igr�ificar�t Source of Bed Sediment (The applicanr mpy disregard subsequent steps of Sectron E.5 and drrectly advance directly tv 5ect'!on F.� i�J - Qr - Page � �3 a.�-�.-zo�� Water Quality Management Plan[WQMP) Hope Lutheran Church and Schaol � ❑ The site design does N�T ar►oid all �nsite channe[s identified as a 5igni�icant S�ur�e of Bed Sediment •, (The app�rcant may proceed with �he subSequent��t�eps v�Sect�ron F.5j. Pro�ide in Appendix 7 a site map that identifies all on$ite ci�annels and highlig�ts those ❑nsite c�anne[s that were identified as a Significant Saurce of Bed Sediment. The site map shall demonstrate, if feasib[e, that the site design a�aids those onsite �hannels id�ntified as a 5ignificant Source ot Bed Sedim�nt. ln addition, the applicant shall describe the �haracteristics ❑f each vnsite �hannel identified as a Signifi�ant Source of Bed S�diment. If the design plan cannot a�oid ti�e onsite channeis, please pro�ide a ratianale for each channel indi�idually. Identified Channel#1-The site is exempt from hydramadifiGation Identitied C�annel#Z -The site is exempt from hydramadification Identified Channel#3 -Th�si�� is exempt from hydromodification Step 3: By-Pass of Upstream Drainage�s} �❑ Preserve the discharge of 6ed Sediment Supply to the recei�ing channel�s� 4nsi�e �hannels ident�fied as a Significant Source ❑� Bed Sediment Su��ly should be �y-�assed the discharge❑f Bed Sediment Sup�ly to the recei�ing channel�s�. Check one of the fo«awing: �.. � The site design daes a�oid and�or bypass all ❑nsite channe�s identified as a source of Bed S�diment Supply(The appflcant may drrectly ac�vance�to Section F.� - Or - ❑ The site design dves NDT avoid or by-pass all onsite channels identified as a source of B�d Sediment Su�ply [7he applrcan�may proceed to an A�terna�ive Approach, as defined rn 5ection F�. � Pro�ide in Appendix 7 a site map that iden�ifies all �nsite channeis and highiights those ❑nsite channels that w�r� identified as a Significant Saurce ot Bed Sediment Supply. The sit� map shall demons�rate, if feasible, that the site design a�oids or by-passes those onsite channels of significant B�d 5ediment Supply to t�� re�eiving cl�ar�nel{s}. In addition, the applicant shall describe the characteristi�s of each �nsite channel identified as a Significant S�urc� of Bed 5edim�nt Supply. If the design plar� car�not a�oid or by-pass the ❑nsite channel$, pleas� pro�ide a rationale for each channe[ indi�idually. Identified Chann�l#1-The site is exempt fram hydramadification Identified ChanneE#Z-The si�e is exempt from hydromodificatian Identified Channel #3-The site is ex�mpt fram �ydromodification ,� � Page � 24 1Z-1-2.Q15 Water Quality Managemen�Plan[WQMP) Hape Lutheran Church and Schoal � . . . Se�t�on �a A�ternatM►�e ��m�[��n�� �[D BMPs and Hydrolvgic Cantral BMP�are expec�ed to �e feasible❑n�irtually all prajects. Where LID BMPs and/or Hydrvlogic Contra[ BMPs ha�e been demonstrated t❑ be infeasible as documented in Section ❑ and�or Sectian E, respectivefy, ❑ther Treatment Cantral BMPs or afternati�e com�liance a�proac�es must be used �su�ject LID wai�er and/or HMP a�ternati�e campliar�ce appro�al hy the Copermittee�. I� addition, if supporting dacumentation demanstrates the infeasibility to implement 5ediment 5upply BMPs ansite �See Section E.5},the applicant may refer to Section F.5. Check❑ne of the following�oxes: �LI❑ Principles, L�D BMps, Hydrolvgic Cort�rol BMPs,and Sedimenf Sup�fy BMP�ha�e been incarparated into the site design t❑fully address all Drair�age Management Areas. No alternative compliance measures are req�ired f�r�his praject and thus�his Se�t�on is no� reqcaired to be cam pleted. - 4r - ❑ I.ID Principles and L1D BMPs ha�e N�T been incor�orated int❑t�e site des�g� to fully address the LID r�qcairements for al� Drair�age Management Areas AND HMP Performan�e Standards are nat fully addressed in the following Drainag� Management Areas. o The following Drainage Management Areas are �r�able t� be addressed using �.ID BMPs. � A site sp��ific analysis demonstrating technical infeasibility of L�D BMPs has been �_�' a ro�ed b t�e Co ermittee and included in A endix 5.The fa�lowin alternati�� pp Y p pp g compliance m�asures on the following �ages are being implemented to ensure that any pollutant Ioads expected t❑ be discharged by r�at incor�arating LID BMPs, are fully mitigated.The applicant shauld complete Section F.1..Section F.Z, and Section F.3. as applicahle. o A site specific analysis demonstrating te�hnical inf�a5ibility❑f Hydr�i�gic Contro[ 6MPs and 5ediment Supply BMPs has been appro�ed by the Copermittee and inc[uded in Ap�endix 7. Projects less�har� one acre ha�e completed the Sim�fified Technical Feasibifity Study.The applicant shauld camplete Section F.5 ar�d�or Sectian F.6, as applicable. List DMAs Here. - �r - ❑ L1D Prir�ciples and LI� BMPs ha�e been incorporated into the site d�sign to fully address the DCV �or al] Drainage Management Areas. Howe�er, HMP Performance Standards are not fully addressed in the foil�wing Drainag� Management Areas.A si�e specific ana�ysis demonstrating technical infeasibility vf Hydrologic�vntrol BMPs and Sediment 5upply BMPs has heen appro�ed by th� Copermittee and included in Appendix 7. Projects less thar�one acre ha�Q com�l�ted the Simplified Technical Feasibility.The appli�ant s�ou[d comple�e Section F.5 and/or Sectian F.S, as applicable. � List DMAs Here. ' � � � � � z5 �.2-�.�zo�s Water Quality Management Plan�'WQMP] Hope Lutheran Church and 5chool � F.1 Identify Pollutants of �oncern Utilizing Ta�le A.1 from Section A a�o�e which noted your project's R�c�i�ing Water$ and �heir associated USEPA ap�ro�ed 3�3�d) listed impairments, cross re�erence this informatian with tFtat af yaur selected Priarity De�elapm�r�t Pr�ject Category in Table F.1 below. If tf�e ident�fied Genera[ Pollutant Categaries are t�e same as thase listed �or yaur Recei�ing Wat�rs, then these will �e your Pollutants of CvnGern and the appropria#e bax a�-boxes will be ch�cfced an the last raw. The purpose ❑f this is to d�cument compliance and to hel� you a�propriately plar� for mitigating yaur Pollutants ❑f Con�ern in lieu of im�lementing I.ID gMPs. Ta t�[e�.�.Pvtentia l Poll�ta nt��iy�.a r�d iJse Type Privri�y Devefapment Ger�eral Pa�lutant Categories Project Categaries andlor Toxi� � ProjeCt �eatuCes �chec�C thase Bacterial ��tals Hutrienfs P@StECE[I@5 4rgar�ic Sedimsnts Trash & Dil & that a�pf Y� Ind��ators Compour�ds aebris Grease Detache� R�sidential � Develapment P N P P N P P P � Attached Residential P N P P N P P P{zf Deve[opment � CpmmerciaVlndustrial Pta� P P[�] P[�� p[57 Pt'y P P De�elapment � Autamative Repair N P N N P����� N P P f�� Shvps �___� � Restaur-a Zts P N N N N N P P ��5,fl�a ft } Hillside Development P N P P N P P P � ��5,���ft2} Parking Lvts P�s� P p(�f Pt�y Pt4f P{�� P P � (�5,d40 ft�} ❑ Retail Gasaline�uflets N P N N P N P P Project Priority Pollutan#�s� � � � � � � � � of Concern P=Pof�ntia! N=Not Pvtenfial �'}A pafenf�al Pollutanf if non-nafive landscaping exists or is proposed arrsrfe;afherwise rraf expected {��R poferrfral Pollutant if fh�prvject includes uncvvered parkrng areas;atherwise nat expectec� {3}A pofentia!Pallufant rs land use trrvQlving anima!waste . {4}Specrfrcally pe#roleum hydrvcarbons {�}SpecifJcally solvenfs {s}Bacterial rndreafors are roufinely detecfed rn pavement runoff �� Page [ Z6 1�-�.-207.5 1Nater Quality Management Plan[tNQMP) Hope Lu�heran Church and Schaol �' F.2 5tvrmwat�r Credits Praj�cts that ca�nat implemer�t !.[D BMP$ �ut ne�ertheless im�lem�nt Smart Growth PrEnciples are patentially eligible for Stormwater Credits. Utilize Ta�le 3-7 within �he WqMP Guidance Document t❑ identify your Project Category and its associated Water Quality Credit. I�not applicable, write N/A. Tat��e�.�5torrrawat�r Credits L��aalifying Project Categaries Credit Percer�tageZ In-�ill de�elo�ment 3.0% Totat Credrt Pereenfage� 1Cannat Exteed 5�� ��htain tarresponding dr+ta from 7abte 3-7 in[he WQMp Guiclan�e Doeument F.3 Siiing Criteria Atter you appropriateiy c�nsidered S�armwater Credits far your Project. utilize Ta�le F.3 below to apprapriately size�hem to the DCV, or Design Flow Rate, as appli�able. Pleas� reference Chapter 3.5.5 of the WQMP GUidance Document for�urther informatian. 'Table�.3 Treatment��r�tral 8M P Sir_ing Effective Imper�iv ��� OMA us DMA aMA x DMA [square Pvst-Prva�c# Fractivn, Runoff Ru�v#f Typej[D feetf 5urface Type If Factor Factvr DT,D2,D3,a4,o5,07 In��tratro►� Trench D6- Bio-Retent�an 5wa1e �A] [B� [C] [A]x [C] A1 7,547 L]ndisturb�d �.15 D.07 528 Natural �1 14,570 AC Pa�ing Q.8 0.8� 1�.,947 D2 35,481 AC Paving �.9 0.82 3�.,554 Praposed � 0.9 0.32 6,545 Volume D3 2Q.454 Rvvf, Toral Starm or Flow Lands�ape Des�gn Nlrnrmum DCV Water on Plans D� �,942 AC Pa�ing �.9 0.64 3,503 Starm or Design Flaw Credit I �cubrc D5 8,81fi Rvof, 0.9 0.72 5,348 Depth Rate �cubrc Reductron �'eez ❑r Landscape �rn) feet or c�'s� cfs� D6 13,122 RQvf, 0.9 p.55 7,2�7 Landscape D7 8,995 AC Pa�ing �.9 D.73 fi,5fi7 ❑8 6,615 AC Paving, �.9 0.54 3,572 Landsca�e AT E� LD� CE� [F] � �D�x��� �F] X (1- `�� E[A� [G] [H]} [B],[C]i5 obtained as described in 5ection Z.5 fram the WQMP GUidance Dacument [E]is abtained from�xhibit A in the WqMP Guidance I]ocument �� [G]is for Flow-Based TreaCment Cantro!BMPs[G]=43�55��for V�lume-Based Cantrol Treatment BMPs,[G]=12 [H]is fram Ehe Tataf 5tormwater Credit Percentage aS Calculated from Table E.2 above [I]as obtained from a design procedure sh�et from th�BMP manufacturer and should be included in Appendix 6 Page � �7 1,2-�-2015 tlVater�uality Managemen�Plan[�NQMP} Hope Lutheran Church and School � Treatment Controf BMP Selection Treatment Cantrol BMPs typicafly pro�ide pr-opri�tary treatment mec�anisms t❑ treat �atential Pollutants in runaff, bUt do not sustain significant �io[ogical processes. Treatment Control BMPs must haWe a remo�al efficiency of a medium ❑r high e�fec�i�eness as quantified be[ow: • High: equaE t❑ or greater than 80% remo�al effi�iency • Medium: b�tween 4�%and S�% remo�al efficiency 5uch remo�al effi�iency docum�ntation {e.g., studies, reports, etc.} as furth�r discussed in Chapter 3.5.Z ❑f the 1NQMP Guidance Do�ument, must be included in Appendix 6. [n addition, ensure that proposed Treatment Contral BMPs are properly id�ntified on the VIIQMP 5it� Plan in Appendix 7.. �'a61��.4�'rea�r►�ent Cantral 6M P 5e�ectiar� 5elected Treatm�nt Control BMP Priarity Pollutartt�s}of Removal E�ficiency Name or ID; Concern ta Mitigate� P�rcentage� �Treatrr�ent Controt BMPs must nat be car+srrurCed wrChin Recerving worers. rr►addition,a prap�sed Treptmer+t�Contr��8MP may �e lisred mnre thnn ance rf chey passess mvre than one qunrifyrng polluranr remnval effrrrency. r Cross liefererrce 7'a61e E.1 dbvve ta pQpulate tnis column. � 3 As dvrumer+ted rrr a Copermrttee Approved 5tudy dnd prnvided in Ap�endix 6. �__-� . F.4 Hydrologic Perfvrmance Standard -- Alternati�e Cam�[iance Approach Alternati�e�ompiiance options are onEy aWaila�le if the go�erning Cop�rmittee has ac[cnowledged the infeasibility of onsite Hydrol�gic Contral BMPs and appr��ed an alterr�ati�e com�[iance approach. Attach t❑Appendix 7 the Technical Feasibility 5tudy�Projects�qual or greater than ane acre} ❑r 5implified Technical Feasibility Study�Projects less than ❑ne acre} along with a written appra�al fr�m the�apermittee.The app[icant may refer to Sectivn 2.2.iv vf the SMR HMP for extensi�e guidelines on the a[ternati�e complia�ce approach. Se�ect�t�he pursued alternatrve and describe the speci�res o�the alternative: ❑ Qff�ite Hydrolog�c Can�ro! Management within the same channel system 5ite is exempt fram hydromodif cation ❑ �n-Str�am Restoratian Pra��ct Insert narrativ�d�s�riptio�l l�ere For Offsite Hvdrolo�ic Control BMP�ptian �` Each Hydrologic Controi BMP must be d�sign�d to �nsure fhat fhe flaw duration curve of the post- � deve�opment DMA will not�xceed that af the pre-existing, naturally❑ccurring, DMA by mo�e than ten per�ent o�er a ❑ne-year period. Using SMRHM,the applicant shall demonstrate that the per-farmance of Page � �8 1.2-1.-��1.5 �Nater Quality Management Plan[�IVQMP] Hope Lu�heran Church and 5chaal '� each d�signed Hydrologi�Control BMP is equivaf�nt with the Hydrol�gic Perfarmartce Standard far , + onsite conditions. Compl�te Table �.4 below and identify, for each Hydrologic Cantrol BMP, the �qui�alent DMA the Hydro[ogic Contro[ BMP mitigates.that the SMRHM model passed,the total�alume capacity of the BMP,the BMP footprint at t�p flaor ele�ation, and the drawdawn time af the 6MP. SMRHM summary repvrts for the alt�rnative apprvach shauld be documented in Appendix 7. Refer to t�te SMRHM Guidance Doc�me�t for additianal infarmation on SMRHM, You can add rows to the fable as needed. �'able�.5 Dffsite Hydrolagic Contr�l BMP 5izir�g ...::;,. -�::.... ...:.....:..:.:......... .. : ,..:..:::... :,.:.::::..;.:.. ..,...,.::. ::;::..; .:.::....:.;..,.:....:.... ....... :.-.-.�..::;:. .. : ....,.:.... :.......,:;.:..::: . ... ,: ... :...,... ..., ,..:::. • ...-:. BMP:Name�Type , ':,Equivalent;, •: SMRHM • BMR:llolurri�. gMP Drawdawn . �:�nMA a' �P �'s 'ed` ,: : ��t -foot rint; a� �time hr c a s 'a'� ... . . .. . . . ; . . ;: . . : .. .. . . . . : ..,...�.. . . . .. . . . . ❑ ❑ ❑ ❑ Far Instream Restvration �pti�n Attach to Ap�endix 7 the t�chnical repvrt detailing the conditivn af the recei�ing�hannel subje�t ta the propased hydralogic and sediment regimes. Pra�ide the�ull design plans for the in-stream restoration project that ha�e be�n a�pra�ed by the Ca�ermittee. �� F.5 Sediment Supply Performance 5tandard � Alternati�e Campliance The alternati�e compliance ❑ption to tE�e 5ediment Supply PerFormance Standard is only a�ailable if the g��erning�vpermittee has appro�ed the in�estigation of alternati�e Bed Sedim�nt Supply options. Attach t❑Ap�endix 7 the Technical �easibility Study, alang with the madeling analysis,the long-term monitaring program, and the potential correcti�e actians, that demonstrate the performance vf the ❑�erall alt�rnative complianc� program.The appli�ant may refer to Section 2.3.ii❑f the SMR HMP far extens��e guidelines on the alternati�e campliance approach. Pro�ide a narra�i�e describing the al�ernati�e Bed 5ediment Supply approach, including the [ong-term monitvring program and the�indings ❑f t�e n�americal madeling, lnsert narrati�e description here +; �� Page � �9 12-1-ZQ25 Water Quality Management Plan�VIIQMP) Hope Lutheran Church and School ��� ` . � Sect��r� �. Sv�r�� ��r�tr�[ �N�P� 5ourc� Cantr�I BMPs incl�de perman�nt, structural features�hat may �� required ir� your Proj�ct plans — such as roafs o�er and berms around trash and recycling ar�as — and �pera#�vnal BMPs, such as regular sweeping and "housekeeping", that must be implemented by the site's ❑ccupant or User. The Maximum Extent Practicable �MEP� standard �ypically requires bo�h ty�es of BMPs. In general, �peratianal BMPs cannot �e su�stituted for a feasi�le and �ff�cti�e structural BMP. Using the Pvllutant Sour�es�5ource Control Checklist in Appendix 8, re�iew the following procedure to spe�ify S�urc� Cantral BMPs far your site: �. ldentrfy Pollutarrt Saurces: Re�iew Calumn 1 in the Pallutant So�rces�Source Control Checkfist. Check off the potentia[sources of Pollutants that apply t�your site. �. Note Lvcations on Project�-Specrfr� WQlVlP Fxhr,bi�: Not� the correspanding requirements listed in Calumn 2 of the Pol�utant Sources�Source Control Chec�fist, Show the location of �ach Pallutan� source ar�d each p�rman�nt 5ource Contral BMP in yvur Project-Sp�ci�Fi� 1NQMP Exhi�i� located in Appendix 1. 3. Prepare a Tahle and Narrati�e: Check off the corresponding requiremer�ts listed in Column 3 ir� the Pa]Iutant Saurces�5ource Cvntrol Chec[tli�t. �n the left columr� of Table G.1'belaw, list each potential �our�e of Pollutants on your site �fr�m t�ose that you checked in the Pollutant Sources�Source Control Checiclist�. In the middle column, list the correspanding permar�ent, Structural 5ource �� Control BMPs �from Columns Z and 3 of the Paflutant 5ources/5ource Control Checklist� used to ___ pre�ent Pallutants from enteri�g runoff. Add additinnal narrati�e in this column that explains any special features, materials or methads ot constructian that wi[I be used t❑ implemer�t these permanent, Stru�tural 5our�e C�ntrol BMPs. 4. ldentrfy�pera�ional Source Coni�ro!B!VlPs:To camplete your table, r�fer once agair�to the Pollutant Sour�es�Sour�e Cantrol Checklist. LiSt in fhe right column of your table the ❑pera�iona! BMP$ that sha�aid be implemented as long as the anticipated acti�ities continue at the site. Copermittee stormwater ardinances r�quire that appli�ahle Source Control BMPs be implemented; �he same BMPs.may a�so be required as a condition ❑f a us� p�rmit or other revacable Discretianary Appro�al for use❑f th�site. "!'abl�G.].Struc�ural ar�d Dperatianal 5oc�rce Cantrol BMP Fvtenfial Saurces a�Runvff Operatiana!Saur��Cvntr�l BMPS Pvllutan�s Structural S��rce�ontrol BMPs Qn-5ite 5torm Drain Tnlets Mark all inle�s with the words"4nly pro�id�stormwater pollution pre�en�ion Rain Down the Storm I]rain"or information to new site awners, lessees or similar. Cat�h Basin M�rkers m�y be��ail3ble from the �p�i�f��S. Ri�crside Counly Flood Control�nd Water Conser�a�ian❑istrict,ca119S 1.9SS,i zaa t� verif Landscapel�utdoar ' P�'�serve existing nati�e tr��s, • Maintain fandscaping using minimum ar no Pesticid�CTse shrubs and ground co�er to the p25t1C1C��5. maximum extent possihle. • See ap�[ica�le❑perational BMPs in "What • Design landscaping tv minimize yau shvu[d know fvr...Landscape and � /' . irrigation�nd runaff, to promote Gardenir�g" `f ht[n:11Fv►vw.rcIIond.nrs�Jstorm►vatex•J surface intiltr�tion wh�re DownlaadslLandscapeGardenSrochure.�,dF � � g � I �� zz-�.-zo�s 11Va�er Quality Management Plan['WQMP] Hope Lutheran Church and 5chaol ���� appropriate and to minimize the use of fertifizers and pesticides that can contrib�rte ta stormwat�r pollution. • Wher�landscaped areas are used to retain or detain stormwater, specify plants that are talerant of saturated soil conditions(see Landscape Plan) • Consider tising pest-rEsistant p�ants,especially adjacent to hardscape. ■ To insure success�ul estnblishment, select plants appropriat� to site soils,slapes, clim�te,sun,wind, rain,land use,air mo�e�nent, ecological consistency nnd plant intera�tion. Reftise Are�s ■ 5how wh�r� site refuse and • Pro�ide adequate number o�re�eptacl�s. recycled materials wiIi be handled and stored far pickup. See local ' �nspe�t re�eptacles regul�rly mun�cipal rec�uirements for sizes • R�pair or replace leaky receptacles and��her details of refus��reas. • Keep receptacl�s�a�ered. ■ If dumpsters or other receptacles ��� are outdoors, shaw how the � d�signated area will be co�er�d, graded, and paWed t❑ pre�ent run- vn and show lo�ations of berms to � pre�ent runo�f trom the area. • Any drains from dumpsters, compactors and tallow �in ar��s shall be conne�ted to a grease rcmo�al de�ice befare discharge to sanitary sewer. + Swecp piazas,sidewalks and parking lats Plazas, sidewalks and regularly to pr���nt accumulatian af litter parking lots and debris. ■ Collect debris fram pressur�washing to pre�ent entzy into the storm drain system. • Collect w�shwatcr containing any �leaning agent or degreascr and discharge to the sanita sewer not a storm drain. r � ��� Fage � 3l �2-1-2025 jlVa�er Quality Management Plan[`IVQMP} Hope Lutheran Church and Schoal ��� r • ■ �. � Sect��n H: ��nstruct�vr� P�an ����klrs�t Populate Table H.1 below ta assist the p�an c�ecker in an expeditious �-e�iew of your praject. The first two columns will contain information f�at was prepared in pre�ious steps, whil� the last column will b� p�pulated with the corresponding �fan sheets. This table is to be completed with the submittal of your final Project-5pecific 1NQMP. � Table H,1 Car�struGtic�n Plan Crass-ref�ren�e 6MP No.or I❑ BMP Identifier and Description Correspor�ding Plan Sheet�s� D-�. fnfiltration Trench--4.3' W x 3.3' ❑x 7.33' L 7. D-2 fnfiltration Trench–9' W x 3.3' D x 184' L 1 D-3 Infiltration Trench–6' W x 3,3' D x 55' L � D-4 Ir�filtration Trench--4' W x 3' D x 48' L �. D-5 Infiltration Trench–5' IN x 3' D x 62' L 1 D-� Bio-Retentian Swale--�'1N x 2' D x 53' L 1 D�7 [nfiltratian Trench–5'1N x 3' ❑x 7Q' L 1 -_ Note that the updated table — or Canstruction P�an WQMP ChecEclist — is only a reference tool to �� fa�ilitate an easy compari$on of the construction plans to yaur Project-5pecific WQMP. The Copermittee with jurisdi�tion o�er the Pro�ect site can ad�ise you r�garding the process required t❑ �r��ose changes to the approved Project�Specific WQMP. �. � Page [ 3Z 12-1-2fl15 , Water Quality Management Plan[V�IQMP] Hape Lutheran Church and 5chaol �� ■ ! R N �� Se�fi�r�r� �: �p�r�t���, �1a��te�an�� ar�d �ur�d�n� The Copermit�ee with jurisdiction o�er the Project site will periadically�erify that BMPs on your Project are maintained and cantinUe to operate as designed.To make this possible, the Copermittee will require that yaU include in A�pendix 9 af�his Projec�-Specific WQMP: 1. A means t❑ finance and implement maintenance of SMPs in perp�fuity, including replacement cost. z. Acceptance of responsibi�ity for maintenance fram the time the BMPs are canstructed Until responsibility far aperation� and maintenar�ce is legally tra�sferred. A warranty covering a period following canstruction may also b� required. 3. Ar� outline af general maintenance requirements far the Stormwater BMPs you have select�d. 4. Figures delin�ating and designating per�ious and impervi�us ar�as, location, and type af Stormwater BMP, and tab[es af pervious and imperviaus areas served by each facili�y. Geo- locat�ng the BMPs using a coordinate system of [atitude and longitude is recommended to hel�facilitate a future statewide database system. 5. A s�parate list and lacation of self-r�taining areas ar areas addressed by LID principles that do not require specialized ❑pera�ions ar�d Maintenance vr inspectivns but wi11 require typical lands�ape maintenance as noted in Cha�ter 5, in the WQMP Guidance. Enclude a brief des�ription ❑f typical landscape main�enanc�for th�se areas. � � The Copermittee with jurisdiction o�er the Pr�je�t site will als� require that you prepare and su�mit a '�___J d�tailed BMP � eration and Maintenance Plan that sets forth a maint�nance schedul� for each of the P BMPs built ❑n your site. An agreement assigning responsibility for maintenan�e and pro�iding for inspections and certification may also he required. Details of these requirements and instructions for preparing a BMP aperation ar�d Maintenance Plan are in Chapter 5❑f the WQMP Guidance Document. Maintenan�e Mechanism: See Appendix 9--Qperation and Maintenance Agreement Wilf the proposed BMPs �e maintained by a Homeawner�' Associafion �H�A} or Property 4wners Association �PDA}? � Y � N Include your nperation and Maintenanc� Plan and Main�enance Mechanism in Appendix 5. Additianally, include al� pertinent forms ❑f educational mat�r�als f�r those personnel that will �e maintaining the propos�d 6MPs within th�s Project-Specific WQMP in A��endix 1.�. � Page � 33 1�-1-���.5 Water Quality Managemen�Plan[WQMP] Hape Lu�h�ran Church and Schoal �� ► • r e �: � A�ron��r�.�, Abbr��i�.�iar�s ar�c� I]�fir�i�l�r�s ZQ'I D SN�R iV1S4 ���er No. R9-2010-�0�5,an NPDES Permit issued by t�ze San D�ego Permit Regional�ITater(�uality Control Board. Applicant Publi� oz p���ate entity se�king t��� discx�tionary approval af new or replaced impa�ovem�nts ��ram the Cope�zxu��ee with jurisdichon over the praje�t site. T11e Applicant has ��erall respo��sibzlzty �or the implementatian and t11e appraval af a. Prioriiy De�re�opment Praject. The WQMP uses�onsisten�Iy the term"user" �� refer to fhe applicant such as developer ar project prapon�nt. The �VC�MP employs a�so the designatian "user" �to ide�itify �he Regzstered Professional Civil Engineer respansible for submi�ting �he Pzo'ec�-S ecific�N(�MP, and desi the re uired BMPs. Best Nlanagement Defined in 40 CFR 1�2.2 as schedules of activities, prohibitions af Practice ��3N1P� p�acfiices, maintenance pro�edures, and other managemen� prachces to prevent o� redu�e the pollution of waters of the Unifed Sta�es. BMPs also inc�ude treatmen� requirements, o�erating pxacedux�s and p�achces ta conh ol plant site runoff, spillage or leaks, sludge or waste d�sposal, or draznage from raw materia� sto�age. �n �he �ase af municipal storm water permits, BMPs are ica11 used in �ace of numeri�effluen�limits. ���� BMP Fact Sheets BMP Fact Sheets are a�ailable in the LID BMP Des�gn Handbook. Individual BMP Fact Shee�s includ� sittin cons��ierations and � g . design and sizing guidelines f�r se�en types of s�iucturai BMPs �infiltration basi.n, i.nfil�iation t�:en�h, permeable pavement,haxvest- and-use,bioretentian,extended detention basin,and sand fil��x}. CaIifvrnia Publisher of t�1e Caii�o�nia Stormwater Bes� Management Prachces Starmwater C�uality Handboaks,a�ailab�e a� Association [CASQA� Www.�abm�handbooks.com. Con�entianal A type of BMP that provides �ieatment of st�rmwater runof�. Treatmen� Contro[ �on�enhonal fi�ea�.nent �on�iol FMPs, while designed tfl t-rea� g�P panc�ular Pallutants, typically do not pro�ide the same ie�e� of volume reduction as LID BMPs, and commonly require maxe specialized maintenan�e than LID BMPs. As su�1z, �he 2��� SMR M54 Permi�and this�ITQMP requu e the use of LID BMPs whe�ever feasible,before Canventional Treatment BMPs can be conside�ed or im Iemented. Copermittees The Z�1� SMR MS4 Permit identifies the �ities of Murrieta, � Temecula, and VITildomar, the County, and the Dis�i ic�, as Co exmi.ttees for �he SMR. Cou nty The abbz e�xation z efers ta �he Cow.lty of Riverszde in tlus document, CEQA �alifornia En�ironmen�al Quality Act-a s�atute �hat requi�es sfate �� and Iacal agencies ta identify the significant en�uanmental impac�s of tlzeir actions and to a�oid or mi.ti ate i�lose im a�ts,if feaszble. � age ' 34 1.2-7.-Zn7.S V`later Quality Management Plan�VN�MP] • Hop�Lutheran Chur�h and School �] ����s California lrr�gation Management Inf ormahon Sys�em-an in�egrated ne�wark of�78 autamated ach�e weat�l�r s�ations all over California managed by the California Depar�men�of VVatez Resources. , CVIrA �1�an�Vater Act-is the primary federal law govezni.ng watez pallutian. Passed in 1972,the C�ITA establish�d �he goais of elimi.uzating releases af high�mounts of toxic subs�ances into water, elimu�ating additional water pollution by�985, and exYsuzing that surface�nraters wauld meet standar�.s ne�essary for humaz�spoxts and recreati�n by 1983. �jNA 5ectian 4�2�p} is the federal statute requiring NPDES pezma�fs �'az dzschar es fzom M54s. C1NA See#ion 3�3[d) �mpaued wat��u�which wa�er quality daes not meefi app�zcable Waterbvdy water quality standards and�ar is no�expected ta meet water qual.ify standards, even after the appli�ahon of te�lznology based pollution controls requi�ed by the CWA. The dis�ha�ge of urban runo���o �.Zese wa�er bod�es by�he�apermittees is significant beGause �hese discharges can cause oz cani�ibu�e to vialatians o� a �icable water uali standards. Design Sform The 2Q�.0 SMR M54 Permi�has established the 8�th percentile,24- hour s�ozm evenf as th� "Design Storm". The applicant may refer to Exhibi�A ta zdenti�y the applicabxe Deszgn S�orm Dept11 (D85� ta 1 �h� ro'ecf. �_J DCV Des�gn Cap�ure Volume (DCV} rs the volume of runoff p�oduced �xom�he Deszgn Staxm ho be mifi�ga�ed�fhrough LID Retenhan BMPs,Othex LZD BMPs and Volume Sased Convenhonal Treaimen�BMPs, as a �o xia�e. Des�gn Flow Rate The design flaw ra�e represents �11e minimum flow rate capacity that flow--based convenhona�t�eat�ment control SMPs should�i eat �o fhe MEP,when considered. DCIA Directly Connected Imperviaus Areas-thase imper�ious areas that are 1��draulically conne�ted ta the M54 (i.e. st�eet curbs,catch basans,sform c�rains, e�c.} and thence to the structural BMP without flowin aver e�vious areas. Diseretivnary A decision i.n whi�h a Copermittee uses its judgment in deciding Qpprv►va[ �'"1���7ei and haw to carry aut or approv� a p�roject. District Riverside County Flood Cont�ol and Water Conser�atiail Dish�ct. DMA A Drainage Managemen�Area-a delineated portion af a project site t11at is lzydraulically�onnec�ed ta a�ommon st�uctural BMP o� con�eyance poinf. The Applicant may refer �o Se�tion 3.3 for further idelanes on l�ow to delineate DMAs. t� � Pa ge � 35 ��-1-�015 �IVater Quality Management Plan[VNQMP] Hape Lutheran Church and School �� Drawdown Time Re�ers to the amoun�o.�time the c�esign vo�ume �akes�o pass �hx augl�the BMP. The speci�i.ed ox incoxpoz ated dx awdown times axe �o ensure tha�adequate con�ac�or detenhon time has occurred �ox �reatment,whzxe not creating�ec�ox oz other nuzsance issues. It �s�mportan�ta aUid�by�he dzawdown t�me xequuements stafed in �he�act sheet for each s ecific BMP. Effecti►►e Area Area whiclz 1} is suitable for a BMP �for example,if infi�hahon is potential�y feasible for the site based on infeasib�Ii�y cri�eria, infilhation must Ue a�Iowed aver �his area� and�} receives xunoff �from im erv�ous areas. ESA An En�ironmental 5ensitive Area �ESA} designates an area "in whieh plants a�animals Iife or �heir habitats are either rare or especially valuable because of their special nature or role in�z ecosystem and whxch would be easi�y di.siurbed oa� degrac�ed Uy human acti�zties anci de�e�apments". �Re�erence: California Public Resources Coc�e �341Q7.5}. ET Evapotranspiration(ET} zs �he Ioss o�wa�ex �o �h�a�mosphexe by �he combined processes of e�aporation ��ram soil and plant sur�aces} and fi�anspiration (from plant tissues}. Zt is also an indicator o.�how much wafer cr�ps, Iawn, garden, and t�ees need f�r healfh •owth and r�ductivi FAR The Floor Area Ra�zo (FAR} is the to�al.square�ee�of a building �� divzded b �he to�al s uare feet of the lot�he buildin is Iaca�ed an. `� Flow-Based Bi�IIP Flow-based BMPs are can�en�ional heafi.nenf conf�o�BMPs fiha�are sized fo treat the desz flaw x a�e. Fppp Facility Pollution Prevention Plan HC�C Hydrologic Condii�on o� Concern - Exzs�s when the alterat�on of a site's hydrologic regi.me �aused by development would cause signifi�ant impa�ts �n dawns�ieam channels and aquahc habita�s, alone or in�on'unctian wi�h im a�ts of o�her ro'ects. H�p Hydxomodification Management Plan-� Plan defining Performance 5�andaxds fax PDPs to manage increases in runoff discharge rates and duxations. Hydralogi� Control BMP to m�hgate the increases in runoff dischaxge xates and gMp durations and mee� the Pe�formance 5tandards se� for�h in �he HMP. HSG Hycia�o�ogi.c Soz� Groups -- soil classification to indicate �he mTnimum rate a�' i�z��It�ation ol��ained fox bare sorl after pro�onged we�ting. The HSGs are A ��ez y low runo�� pofential�high infiitrat�on rate�, B, C, and D �high runoff po�entia�/very law infilt�atian rate Hydromodification The 2a1� 5MR M54 Pe�mit identifies that increased �olume, velocity, �requency and discharge duratian o.� sform water runoff fram cieveloped areas has �he po�ential fo gzeatZy accelerate ,�' downsh eam erosion, impair sn eam habitat in natural draulages, �J and ne ativel im act beneficial uses. Page � 36 12-�-2015 V`later Qualiry Management Plan tVNQMP] Hape Lutheran Church and Schaal �' J RM P A separate Jurisdi�hoYza� Runoff Managemenf Plan �JRMP} has been de�eloped by each Copermittee anc� identifies the local programs and acti�ities that the Copermittee is impl.ement-ix�g �a meet the 2�Ia SMR MS4 Pe3mit re uiremenfs. L I D Low Zmpac�Deve�opment�LZD} is a sz�e design strategy with a goal o� main�ai.n�ing ox rep�ica�i.x�g �he px e�development hyc�rologic x egzme th�ough�he use o�deszgx���chnzques. LZD si�e c�eszgn BMPs heZp pz esez�e an�. resfore �he natura� hydxo�ogic cycl� a�' �.he si�e, all.awing�'o� �il ti ation anc� iz�il.ix ation which can gxea�l.y xeduce the vo�ume, p�ak flow rate, �eloci.ty, anci pollu�ant ].oads a�' storm wafer runof�. L I D BM P A fype of sto�rmwa�ex BMP �ha� zs based upon Low Impa�f Deve�opment concep�s. LZD BMPs no�oni�r provide highly effective �ieatment af s�armwater runoff, but also yi�Ic� potentially signifi�ant redu�hons in runoff volume - 11elping to mimic fhe pa��-- projec� hydrologic regime, and als❑ require Iess ong�ing maintenance than T�eatment Contro� BMPs. The applicant may refer�o Cha ter 2. L[D B MP Des[g n The LID BMP Design Handbook was developed by the Handbaok ��perm�ttees to pro�ide guidance far the plaYuzing, design and main�enance of LID BMPs which may be used to mii�gate the water uali im acts o�PDPs within�he Coun . ��� L1� 6roreten�tion BII�1P LID Bioretention FMPs are bioretentian a�eas are �egetated �i.e., ��---- Iandscaped} shallow depressians that provide storage, infiltration, and evapo�ianspiration, anc� provic�e �or pollutan� removal (e.g., �ilt�a�ian, adsorption, nufirient uptake� by fil�er�ng stormwater through �he vege�ation and soils. In biore�ention areas, pore spa�es anc� orgaYuc ma�erial in fhe soils help �o �e�ain wafex in �he form of soil moisture and to pramo�e the adsorpnon of pollutan�s (e.g., dissal�ed metals and pe�ioleum hydracarbons} into the s�i1 ma�iix. Plants use soil m�isture and pramote the dryi.ng of t��e sail through t�anspi.ration. The ��2� SMR M54 Permit defines "re�ain" as to keep or ha�d in a particular place, �ondition, or posinan without discharge to sua��ace waters. LI D Biotreatment $MPs fhat reduce sformwafer pollu�anf discharges by in�ercepting gMp rauzfall on vegeta�ive canopy, and through incidenfal infil�iatifln and�o� evapo�ranspiration, and fil�i ation, and ❑�her biologica� and chemi�al pracesses. As stormwater passes down �hrough �Ze planting soi1, pallutan�s are fil�e�ed, adsorbed, biodegrader�, an� seques�ered by �he s�i1 and plants, and collec�ed through an unc�ez d�ain. LID Harr►est and BMPs used to facilitate capt�uring Stormwater I�unoff for la�er use Reuse BII�IP wY��aut negati�ely impac�ing dawitisheam water rights ❑r ather Feneficial Uses. �_� Page � 37 1�-1-Z015 Vllater Quality ManagemenC Plan[VI��,MP] Hope Lutheran Church and Schoal �� L[D �nfiltration BMP $MPs to reduce s�ormwater runaff by capturirig and infiltratuzg�lze - runoff into in-si�u soil.s or amended onsite soils. Typical LID Tnfilt�ation BMPs include �nfiltration basins, infiltrahon �ienches and erviaus avemenfs. L[D Retentron 6MP BMPs to �nsure full o�tis�te retention without runoff of the DCV such as i.nfi�t�anon basins, bioretenhon, chambers, tren�lies, ermeable avement and avers,harves�and reuse. L10 Principles Szte design concepts that pre�ent or mYnimize the causes �oz dri�ers} of posf-�ons�iuction impacts, and help mirruc th� pre� de�ela menf h drolo 'c re ime. 1111 E P Maximum Exten� Pz acticab�� - s�andaz d es�ab�xshec� by �he 1987 amendmen�s ta the �WA �ox �he xeduchon of Pol.lu�ant c�ischaz ges fxam MS4s. Re�er fo Attachmen�C of�he 2�1� SMR MS4 Permi��or a complete c�e.f�nition of MEP. �F Mul.ti-�'ami�y - zoning classi�ication for parcels ha�u�.g 2 or moxe �ivin residential uni�s. ��4 Muxucipal. Sepaxate Storm Sewe� Sys��m (MS4} is a con�eyance ar system o� conveyances �inciuding roads wi�.1 drainage systems, municipal s�i�ets, catch Uasins, curbs, gutters, ditclzes, man-made channels, or storm drains}: (i} �wned or operated by a State, �ity, town, borough, county, parish, dishict, assaciation, or other public �~� body �created by ar pursuan� ta 5ta�e Iaw} ha�ing juxisdicti.on over -- disposal of sewage, i.ndus�xial was�es, stoxm wa�e�r, ox othex wastes, �ncluding special d�stxicfs undex 5ta�e law such as a sewer dzstr�ct, .�l.00d con�xol dzstrzc� ar drainag� disix�ct, ar simiiar entity, or an Ind�an �rzbe ox an authorized Indian �iibal organizahan, or designated and approved management ageYlcy unc�er section 2�8 0� the C�A that discharges to waters of the United Stat�s; (i.z} Designatec� or used far collectv.lg �r conveyi.ng st�rm water; (iu} �Vhich is not a combined sewer; �iv} �Nhich is nof part of the Publicly Owned Treatinent V1Torks (P�T�V} as defined at 4� CFR 122.26. New Derrelopment Defined by the 2�1a MS4 permit as 'Priority Development Projecfs' Project if the proj�c�, or a componen� of t�1e projec� mee�s the categox�es and�l.0 esho�ds described in Se�tion 1.1.1. N PDES Nafiianal Pollution Discharge Eliminahon System -- Federal program for issuing, modi.fying, revokang and reissuing, termi.natuzg, m�nitoring and enfarcing perrruts, and imposing and enfor�ing p�efiea�ment requirements, under Sections 307, 318, 4��, an�.4�5 of�he C�IIA. N RCS Natural Resources Conse��ation 5e��i.ce ppp Priority Development Proje�t - Includes New Developmen� and Rede�e�apmen�proje�t categories listec�in Se�tion F.Z.d�2} of�xde�r � No. R9--��09���D2. Page � 38 7.2-1-ZQ15 Water Qualiry Management Plan[W�MP) � Hope Lutheran Church and School �� Priority Pollu�ants af PoZ�u�ants exp�ctec�to be present on the project si�e and for which a Concern ��wns�eam wa�er body is also 1is�ed as Impaired unc�er the C�A Sect-ion 3�3�d} list ar b a TMDL. Project�-Specific A plan specifying and docum�nting permanent LTD Pxi.nc�ples and �Q�p Stormwa�er BMPs ta conh ol. posf-constYuctian Pollutants and stormwa�e� runoff fox fihe �i�e o� the PDP, and the plans �or ❑ eratzon and main�enance o��hose BMPs�o��he life o��he xo'ect. Recei�ing VNaters �aters of�he Uruted Stafes. Rede►►elopment The creatian, a�.dition, and or replacement af �mpervious surfa�e P roj eet �n an already de�eloped site. Examples include t�1e expansi�n of a builduzg foatpru�t, road widening, the addition to or replacement af a structure, and creation or addihon of impervious surfaces. Replacement of imper�ious su�faces includes any achvity �ha� is na� par� of a rouhne main�enance ach�ity where impervious ma�erial�s} are remo��d, expasing underlyi.u�g soil during constru�ti�n. Redevelapment does Y�ot include �i enching and resurfacing assaciated with utility work; resurfacing existing roa�.ways; new sidewalk �onst�uction, pedes�iian ramps, or bike Iane on existuzg roads; and rautine replacement of damaged pa�ement,such as pothole repair. Pro'ect�hat mee�s the cri�eria c�escribed�n Section 1. ��� Runoff Fund Runoff Funds have not been estab�ished by the Copermittees and are no�avarlable to�l�e Applrcant. �f established, a Runaff Fund will develop regianal mitigation projects where PI]Ps will be able ho buy miti.gation c�redi.�s i.f it is de�ermi.ned�hat im lementin onsi�e controls zs i_n�easzb�e. San Diego Regivnal San Diego I�egional �Vater Quality Control Board - The term Bvard �'Reg�onal Foard", as defined in �ITater Code sechon 13�5�(b}, is intended �o refer �o the California �egional Wa�er Quality Cont�ol Boaxd.�oz �he San Di.ego Region as specified in i�Va�er Code S�ction 1320�. S�a�e agency xesponsible for managi.ng and regulating wa�er uali. u��h�SMR. SCCWRR Soutllern Ca�ifarnia Coastal�Vater Research Praject Site Design B11�1P Site design BMPs pxeven� aa� minimiz2 ��ie Cau5�5 (or drivexs} o� pos�-const�uctian impac�s, and he�p muiuc fhe pre-d��eiopment h dralo ic re 'me. gF Par�els wit�1 a zoning classifi�atian for a single residential uni�. SMC Sou�hern California S�o�mwafier Monzta�ing Coalitian SMR The 5anta Maxgaa�ita Region �SMR} represents t��e porhon o.f t��e 5anta Margarita �Natershed �hat is included wit�zin the County �f Ri.vea�side. �� Pa � � � 39 �.�-1-2D15 VVa�er Quality Managemen�Plan(tIVQMP] Hape Lutheran Church and 5chool �� Source Cantrol B11�1P Souxce Canf�ol BMPs land use ar si�e plaz�uz.ing practices, or sf�u�tu�aX oz nonshucfural. measu�es �hat aim �o pre�ent runoff palXution by zeducing �he potential for contam.iriahon af �he source o.� pol.Iuhon. Souxce conhol BMPs muumi.ze �he con�act between Pollutants and a�unof.�. Stormwater Credit Stormwater Credit can be claimed by an Applicant if certain deve�opment prachces hhat pravide braad-scale environrnental benefits �o cammunifiies are incorpora�ed inta �he project design. I�efer ta 5echon 3.5.4 fax ac�dihonal infarmahon on Stormwa�er Credits. Struc�ural BMP St�uctixres designed �o remo�e pollutants from s�ormwater runoff and miti ate h dromodification im acts. g�►ppp Storm�ITater Pollution Pre�enti�n Plan Ten#ati�e Tract Map Tentati�e Tract Maps are required �oz aIl subdivzs�on cx�at-ix�g five �5} or more parce�s, fi�� (5} o� more condominiums as defined in Se�tion 7$3 of the Calif�r�zia Ci�ril Code, a ��mmunity apartment project cantaining five (5} or ma�e parceis, or far �h� coizversion nf a dwelling �a a s�ock cooperative containulg fi�e �5} or mare dwellin uni�s. TMDL Tota1 Maximum Daily Load - the maximum amaunt of a P�Ilutant that can be discharged inta a waterbady from aII saurces �pouzt and non-poin�} and still maintain �Ifater [�uality Standards. Under ��� CWA Section 303�d}, TMDLs must Ue developed for all -� wate�bodzes �hat do no� me�t Water Quality 5�andazds af�er a lication of technolo -bas�d contiols. USEPA uni�ed Sfates Envzronmenfal Profiection Agency Volurne-Based B11AP Volume-Based BMPs applies to BMPs where fhe primary mode o.� pollutan� removal depends upon the volumet�ic �apa�ity such as deteYztion,retenti�n, and infiltratian s stems. y�'QM p Vl�a�er Quality Managemen�P�an 1Net Season The 2�1D SMR MS4 Permit defines �he wet season from �c�ober 1 throu h A ri�30. , r �� Page � 4� 1Z-�-�Q15 Water Quaiity Managemen�Plan[`IVQMP] Hope Lutheran Church and Schaol �� ' ' App�ndEx 1: Maps a�d S�te Plans Locatran Map, WQMP Site Plcrn and Recerving Wat�ers Map � �� , , Pa � e � 41 1Z-1-Z015 ���� � r � r a ��r .f 8i1;" -� -�t�s -- �.,. �, 1 , , �; _.�... r�anum �- � ��: �f !°�"� � f ' ' ' yx - +�; r...,._ tr.cr��.� '3•• .� ��'p .� r�' � {� ���,� a 3ey=..�:�,: . �, ��ndmi��^ �� �,._�..�r�,���_� _ ,. 1 ' �, �'' ■'`` ,�.`' ,1� e si ^.. 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S�TE PLAN LEGAL DESCR�PTIflN L�t 9,TR 3552,RECaRQEU IN MAP 6ppK 58.PA6ES 30` 15'7.5' A' 30' 87 9p' � A�� r� SCALE:9��=30�-0�� 63�6,RECOROS OF RiVER51bE CdVNTY,CAfJFORNIA � A.P.N. 9�2-�74-0�3 �L�,•=���- P�N,� Water Quaiity Management Plan[VtiIQMP] Hope Lutheran Church and Schofll L� ' ' Append�x Z; C�nstru�tion Plans Gradrng and flrainage Plans �� �� Page � 4Z 7.2-7.-2�15 �ITY �F TEME �ULA � PA15—�"7�3—H�PE LUTHERAN CHURCH � .Y_- _____ GENERAL CDNDITI4NS TM355�—L�T 9 �� { ���, _ � CENERAL CONTRACTDR SyALL NOTE 7HAT ALL WORK 70 8E OONE SUCH A5 � PRECISE GRADE PLAN l 5��' E1(CAVATION5,TRENCHES.CAi5510N5,WALLS,ETC.,AS iNDICATED Ov QRAW:NGS, � IS SHOWN NATHDUT 4(H�WLEQGE OF LINQERGROUN�UTILITIE5.E](CEPT AS SHQIYN, � aN THIS PARTICULAR 51TE.Ti-IE ARCHITECT,ENGIFtEER Alr'p p'nrtvER AS5Uu�NO � RESPpN51811.ITY FOR QETE�ViNING THEIR LOCATiON,51ZE.OEPTH,OR HA2ARD. ti Y� �, . � SITE AREA: APN: �� . � 2.93 ACRES GRO55(127,631 SF] 922-170^�3 ` f9l� ` �r / t �'FJ 2.93 ACRES NET (i77,63i SF} � ���9rs J'~j TOTAL UISNRHEO ACRERGE z.a9 nc�s APPLTCANT & OWNER: � oJ r� •.r• �• 3-IOP�LUTHERAN CHLIRCH A1�SCH�L LEGAL DESCRIPTI�N: ' r�'�� y � �u 32919 TEMECULA PAftKY�AY 8�8 � �, Ji 1..-H •�;J.��.� TEuECULn, CR 92592 n l �, LDT 9,TR 3552,RECOROEO iN MAP 800K 5fi/PACES 63-6fi,RECaR05 OF —!_ 'r � • r �' � �! � -��= ! � 1 PHONE:[95i)675-6282 FA%:{951)694-3457 � �' 1� RI�RStDE COl1N1Y,CALIFORNIA. ' I ' � ` , � �������� ` - s� y + . �— ��'='���� =' ��;:�; + BENCHMARK: + � � ���`•'1f;����l '4� + �� �r' RSVERS[OE CIXJNfY fi00-6-81 RESET SDURCE AND DATE OF TOP�GRAPHY: ' - t � r}-��--��--��--�____________________ ^���————������ ELEVAT[�N 99fi.B09 VICIN�TY MAP. �' f I � rr�sca�e AERIAL PHpTOGRAPHY OAiE�APRR 29,2013,RFiO FIELQ OB5ERVATIONS ' ' 1 � �+r ��-'-����� �j�` ���� �� �� -„'______________ __„_"`_ M1`_A `� t CI�IL ENGINEER� ON JUNE 24 ANp 25.2014,BY.3liSTIN QANKEL,LS 8526. �' ' J � �' � �-�� f • .� 7 ��� � `-�----���_ y 4 4 + y'I 1 TEfJECl1lA ENGINEER1hG CONSL1LTANTS, iNC. ' �52��25�� f :� f 29377 RANCHo CALIFCRNIA RO., STE. 202 ESTIMATED ' ' - ��.,�� ---_��8_,8� 1� ~�~� � � � TEFlEGl1lA. �a s2s9, �-� _` - � �-�-�L. � � � ATTFaVT[ON: MR. STAh'LEY a. HEAT�N, P.E. CONSTRLICTION NDTES: UANTITIES: ,' � '� ,r1 .� - - - _ �_ — — � � , + f ?rONE:(451) 67fi-1�18 FAx;{95�}fi76-2294 r ���--' �� i' �' -.-r----.��_ r � f O ST�ANDARpTNO.0 A-D P.C.C.Cl1RB PER CITYS 3,33fl L.F. ' ,�� '� `� r� � - -- �8 ,� i ' S�ILS ENG�NEER: � CON57RUC7 6'CONCRETE CIJRB AND GllT7FR PER 71a L,F, � ' �r r�r'�l �J r � �� t �� � � � GEOC�fJ YfEST, INC. CITYS SiO.N0.2a0 • r� - - /r r �``""� n: 3O CONSTRUCT 4"THICK P.C.C.SIOE1VALK PER CITY'S 1Q.672 5.F. j � [� _ � � n : � ' 41571 CORNING PLACE. SUITE 101 STANDARO N0.A00. I ' �'i++! ',•?�� +� +l��;' ,-.___ � ~'�z.��^ � ~�` x, � uURR1ETA, CA 92562-7C65 OCONS7RUCT pR11/�YlRY FPPRpACH PER CITY ST�. 1,605 S.F. I 1� ,1�J��f � +�� �� / 1` r M1 �� I� j + � ! P�taE:[951) 304-23�0 FAX:{g51] 3Q4-2392 207A REFEREH�E STREET PLAKS � � r � .;r '�'-'� �r f��� ,L 1 ��� � i. � CdhiSTRUCT 12 wlpE CONCRETE 57EPOl1T 500 S.F. _ � �'g�� - C.� � � r � 1 f � - J � � ` 6 CflNSTRUCT 4"A,C. PAVEMENT 6VER 4"CRUSHE❑ A.C.396 TpN/A.p.2D5 C.Y, � L � r'� ;�+�� � 7' `��` � I I ACCRECATE BASE. -�� 1 r ++�� I r C r � J � r R i � � � i, r�.. �7 CONSTRUCT TaASH ENCL�SURE PEft DETAIL 2 1 EA 7 '-�� � �f 11� � . HOP f �� � SHEET c RMD RRCH1TECTS SITE PLAN (•�' r � �r' � r'�J � I i i � r r�.-` =•-- �$ lNSTAlL HANDICAP SIGNACE PER A.�.A.A.G. 3 fA � LL �. ��� e�-� �� ���1�I ' � LIJTHERA�N I� I � � 1 I � r., ��r�r+ . - ^ REOUIREMENTS. S=E aETAILS CN SHEET 4 � r ��1 i � '-.r.�; _- �-���::� ����� O C 6�1 5TR l 1 CT 4"A.C.PAVEFAENT O�R 5"CRUSHEO h.C.683 TON/A.D. 440 C.7. �� � � � �� --_� i i I ^' r �r , ~ CHIJRCH' � � � :' � ..�� 1 r,�'��r' - _,' :.. AGGREGA7E BASE. � „j ;, �+/r 1�? � � 1 F F=7�2 4.9 Q � � i• I C O N S T F i I J C T a"T H�C K P.C.C.TR AP E 2 01 6A L � p r 1� � i r'�� 1� ' 1 r � R � r --, P A a=1 0 2 3.9� � r I i � .,�,��1 L�,. l 1:1�; � „��.Y. �± �� ,' ` l f i � ��� � � CHANMEL PER"DETAIL E"ON SHEET 4 � � 1 � J� � ' f f i 11 NOT USEO i '+ z � r�r� r � , � �z INS'fALL SW1NC CATE VYITN KNO](LOCK , EA � •=' ,!, �;�1� � � �7 � � + � � � ° � LEGENI� & ABBREVIATI�NS: ��S REMOVE 3-RAIL wHITE�NCE 22D L.F. ' `f. �7 ir� � i i ' f�� f r � � � � I ' ' +r�f 11�1 -��+ � `� j � � � I i' � L�1 � MH !.lAIV HOLE 14 INSTALL 6"PERFORA7EQ PVC ORA1N PIPE 77a L.F. � 7 � r i l+ L'�f �� 1 ' � i ` R�W RiGHT OF WAY � 'F�+ � ~�' � ~ 1 � � I � 4 TC TOP OF CURB 15 INSTALL 5T[]RFR ORAIN CLEAN�UT z5 EA � �-• rl''�r�;f+`1 1=t� � '{` �- � , � r _ �,�'��� � I ,, BCR BEGIN CURB RE7llRN lfi E]L�ST ld"PVC SEWEFi MAIH PER E�IW6 St]-84, � 1��; 1 �JJ+" = r 1 4 ` ti � � SNT.3 OF 9 : rr++f�� �+ ��r { � f�i ��� f� � I � I ECR EN�CUR6 RETLIRN � 17 EKIST.12"CAsI&C EFF FM PER EUt'T SO^175fi r � 'rlr�j�+ � + r S 1 _ � `� J I i I � � � PVI P�]NT dF VERTiCAL INiERSECT 18 C4NSTRUCT 3G'W:OE C�NCRET�V-OIYCH PER d05 L.F. � � 11 j�� �� �� ' r__ � - ' + �f I � 6C BEGIH CLIRVE OETAIL l SHEET 4 f rr�1��,; � - �'- r� - i f�� - � � � EC ENp CURYf 19 CONSiRl1CT INFIL'fRA710N 7RENCH SIZE PER PLAN R07 C.Y. If 1 f � j i ��i�i r �• - ' � V.C. VERTICAL CIJRVE IENGTH] CONSTRUCT B[0-SWALE 512E PER PLAN 24 C.Y. ' i rr r'1r ', +` ,� j f�� _ � � ~ _`4�ri �� I ' 1 � � - — C.B. CATCH BASIH � 21 INSTAG�6"Ao5 INLIN�ORAIF!W/dOME CRATE(dR g Ep �r I I� �__ 7 �� � -� � � �� .,-i�ti �f� r � SFH Sl1PER FIRE HY6WUJT � �i :j J� 1 ,_ ��z�; r_�_�'�_'_;_I I F.P. FlNI5FiE0 PAVEMENT E Q�A� ^� i '���+ ��-- r• l I -y � � � � EP EDCE OF PAVEMEt�T 22 CONSTRUCT p"CURB F'ACE PER�ETAIL 8 SHEET 4 116 L.F. ' 4�+ � � _,`4 z � -• ��,y;�� � r 1 -' SA. STOR�1 ORNN , ��� r I[� , _,I .-• r _ �, , , � 2�3 CDN57RLlCT P.C.C.CUTTER PER OETAIL 10 SHEET 4 556 S.F, `'� '�I� ++ � � ' i I i I f r. 1 `'`- ETYI EOGE OF TRAVEL WAY ++ tr^�+'!,��� • •, �' '�' � � � � -�f� '�I�i-"�: �'�-r';�-�;' FF FINi5FE0 FLOOR EIEVATIIXJ 24 CONSTRUCT 2'CUR9 OPENiNG�'ER OETnIL 11 SNEET 81 EA r � i�' --- � ' i � " + �" '�'" " ��' PA4 PA�ELEVATI�N q - - � � � r.1�.,-; FT HIGH POINT 2�5 C�NSTRUCT ACCE55 RRMP PER REFERENCEO aETA4 5 EA 1 -^� - ' ' ' - , I T �'��'' `�'�� �' �' LP LaW PO1NT AS NOTEO 1 h!5a'11'19" E 461.33' , I r�r.--• r r 2�6 PROAaSED LAtJDSCAPINC PER LANpSCAPE ' �� � � r i � I r r;�I r:r\ I!'I,] GB GRAOE EiREAK ARCHITFCT�S PLANS j�r � � �: ' �: �'� + I I 3 FL FLbW L1NE � �.: � • � FS F[NiSFiFA Sl1RFACE Q iNSTALL 1VHEEL STDP{TYpICAL] 2 EA +� } i , ' FG FlNlSHEQ GRApE ;� + , ,�.r:�.,�: ::,`.�ti-.���,_•�-�-� � , i �2$ PAiNT A"IVIDE WH1TE STft�PiNC 1,5fifi L.F. �1� i � • T H' T O P d F W A L 4 E7fISTING P61VER PpLE Tp 6E REMOVE{7 ANp P01NER � Ep 1�,1' ; � �•, �� _ :�.�_;,_ i � TF TaP aF F�4TfNG LIHE TO DE INSTALLEO 11N0ERC2QUND + i EG E7CISTfA1G GROLJNf} � I�ISTAL�DETECTA6LE WARNING SIJRFACE 3fi"IAIN PER 22G$.F. �1 � �; �I � � 1 � _. l:`i�j _.j,� ��,�-;I � � � I � � CENTERLIhE � � ■ ` i%•.I� , f�_ _ i I � k. PROPERTY LiNE CAL�AC fAANUAL(TRUNCATEp�DA1E5) �+ � i ooc O�t1B4E pE7ECTOR CNECK 31 I45TAL�SpOL9 MA7L GRROEO RpC1C RIP-RAP PER 5 C.Y. � r� � I pE7AIL 68 6N SHEET A r�� ■� i � I FDC F1RE dEPARTMENT CaNNECT1dN 32 I�15TAL�FACING CLA55 RpCK ftIP--RAP-1U�7(S�X2'0 &C.Y. 1 1 1' � i PIV POST INpICRTOR VALVE PER❑ETAIL 6B ON SHEET 4 1 �1 � � SLOFE (AS N�7Ed 33 IVSTAL��DA COI�IPLIANi HAN�RAIL PER ARCHI7ECT'S PLAN 1H L.F. r 7 � i Z'� } 36 GRAOE SWALE TO ORAIN l�M�N CRnOE a:7 FAA%SIOE 135 L.F. � ++�' � � � , -{=a50)--- ExISTING CONTflLiR S�OPES —145�— PROP85��E�EVAT]OY 35 145TAL�6"PVC/ABS 6RhIN PIPE,�x M[N GRApE 418 L.F. i �--�---� dAYL[GHT LIhE 35 INSTALL 8"PVC/ABS�RRIN PIPE,11G MIN GRADE 152 L.F. 44 CONSTRl1CT CNECK BERu[2&4C5 H�CN] 3s�, ESTIMATED EARTHWORK []ANTITIES � GRAVEL 6AG CHECIC BERlA PER CE,uFORNA STDRACWATER Bs�P SE-fi 41 CANSTiiVCT SILT FENCE FER CAl1FpRNIA �aso GF, PR�JECT 5I2E: 2.582 AGRES --x-x STLT FENCE 4�2 STAEiUZED CDNSTRUCTION ACCE55 PER pETA�L HEREON. 1 EA. CUT{CY} FILL(cy) •*���+•= ApA PATFi 43 C�NSTRl1C1 FIBER ROLL 740 LF. EFRTHkpRlt IiA1Y YOLf,�1� 2,531 2,423 �,�:F►� �.,�� ---- a�7 A 01'ERE1fCAVATIGV{PhO) 3 FEET 2,116 2,115 SECTI�N LE77ER dl(-Af�A 19.839[S0.Fi.] � SHEET N�JMBER r �IH{�'� 5� � 257 � DETAIL LETTER TF�J�k Swe�.ES 61& � SHEET Nunr6ER VrptD�9 33C375425 TOi?�LS: 5,2$3 5��� SHEET INDEx: ,1 r� RISI(LEVELq t 450/450 14F0�C43982 BALANCE a C.Y. �T 1 ..... T I TLE SHEET __ �1�-`t 3 I�?_ SHEET 2 ..... NO7E5 BVlL4l�v Al�p SM1FETY 707AL [MPERV[�LlS AF2EA: 72.7�3 S.F. SHEET 3 ..... PLRN V�EW REV IEwE�FOR CpPI I�W I TH SNEET k .....SECT10N5 RND pETxILS 'fiTiE 2a OISApLEti ROCESSI8ILITY[�LY SHEET 5 .....EROSION ANd CONTRGL NQ'fE5 � AF'PROVEO BY; SiEYE LR1JSENRU DAiE j��{'{ � �� DATE BY- �u REVlSf07V5 ---- ACC�D S�L' Desrgned By �rawn 8y Cheekcd 8y SHEET N0. SCALE o�,' RECOar�fENDED BY.• CA'fE: ���{ �� cr ry oF rE��cv�a aEPARTI�fENT pF A�JBi.rC WORKS L J _- 4���5�'Y SF! TEC, INC. 5H }-�v-�y �y�-�v DIAE. TaLL FREE r!u7ra��a `'� N�ans Yrepn•ea�nenr s�perv+s�-n,7r € JL'4b�7��b�1�2S1 � � 1-8�4-227-2600 ,as sNown�- ;� No.a3982�� ACCEP'fED BY.• OATE: ��� (��.�'�T��°I�°�"PIl"�,��Tc�. PRECISE GRADXNG PLAN 1 A r r�a�+w s w c n,�4 c� T M 3 5 5 2 — �.�T 9, P A l.S—0 7 8 3 1 v AT LEAST TWO OAYS Y"'f1CQ' * * SrRN�EY(J.HFATON �ote: p�RECiQ+�aF PUBZiC w0�7K5/C�iY ENG!+vFEi+ �qNp PI.AN�iING, CN[L EHGINEERING, CQN5T12UCTION CON5i1LTANTS ° H�PE LUTHERAN CHURCH 1 BEFORE YOU aIC - � ��"�`'� a 3 8 8 2 R,C.E.Na. 4 8 z�g ?�TELEP 0 E�951��67�&N10i86�� �� F C51M�LE 951�fi7fiA2294�* '�« OF 5 SHTS .1 11NDERGROt1N�SERVICE ALERT OF SOUTfIERH CALIFORNIA `f -- �-"-----f` "�A °'�G°'-5 R.�.�. "°. TITLE SHEET ' P 1T ECL10W'c11075•SItiW GIG k401NG�1�7 f A.�ch�GWW1 H�PUN dwg.5 HEET_1.7173f7016 3 77 73 PM.O WG To PO F pc3 GENERAL N�TES: PAVTNG NOTES: ER�SI4N AND SEDIMENT C�NTROL N4TE5: 1. STANQARpS. RtL WORK SHALL C�NFpRM Ta THE REQ�IRENENTS�F 7HE C�RRENT EDITfON QF TNE CITY'S IM?R6VEMcNi 1. STANQAR�S. ALL WaRK Ah0 AIATER3A�5 (I.C., ASPkRLT CONCRETE (AC) PAVEMEN7, PORTLAND Ca1�'CFETE CEIAENT (PCC). BASE 1• FILTEREO Rl�+f�rF: ALL RUNOFF$NALL BE FILTEREO PRIOR Ta p15CHARGING FR0�1 A 5ITE OR T�AnY TYPE�F PRIVATF aR Pl1BLIC STORM WATER CONVcYAIVCE STANQARO Od2R'NINGS FaR FUBLIC WORKS C4NSTRLICTfON (RNb SUBSEOUE�17 A1,dEi�MtN75), TFIE C1TY5 ENGINEERING ANp COlJRSE, ETC.]SHALL CaNFpW.1 Tp TF{_STANRAR6 SPECIFICATlONS FOR P1F3LIC WpR�SS CAN57RlJCTfON (I.E., GREENBOOK} LATE57 SYSTEM {NATIl�AI.WA7ERC�URSES, STREETS, GUTTERS, CONCRETE-LINEp V-p[TCHES, 5TORM 6RA[N5, FL4W-Lf1�5, IhLETS. IXITLETS, ETC.]. A�� C�NSTRIJCTTUN MANURt. C[TY CflpES Rhp REffllIRE1AEN1'S. E61T10Pl, 7HE Eh'GINEERII+IG A1'�COfVSTRVCTIDY�APVAL, CITY ANp ENGIN=ERING STANOARdS Ah0 REQuI�1+�7JT5. N�H-PERh�]TTtR OISCHARGE$ARE PRdHI6ITE�FR�U ENTER[NG ANY$TORfd WATER CONVEYAntCE SYSTEIl.YEAR-RpIAVp. 2. EIJERGENCY TELEPHph'E i�lJaiEERS. (0.NSWERING MACHINE 15 NOT ACCEPTAELE}: 2, p'cRM1T REQl1IREA'ENTS. A GRA6ING�-r.'E[JCRflAC1i11ENT PERI�IT(5} SHA�L H�OBTAfNEp PRIDR Tp PAV[NG. BEFORE OBTAINING AN Z• BEST hAANAC£sA=N7 PRACTICES l6FRP'S}: YERR�ROl1N0. POLLVTION PREVENTIO.\NEASURES, ALS�KhflWN AS 6EST MANAGEFA�NT PRACTICES (BldPS}, h�U57 BE N=IL NEVILLES N�PE LU7HERA�i CMJRCH (909} 645-5819, ENCROACHNENT PERASIT, A CERTIFICATE OF 1NSLIRRNCE AN�TFE REpIJIREO 9�N�ING (FOR PUELIC IAiPRovE�+�NTS) Sw�LL 6E IhiSTALLE6 PRIOFt TO ANY F]ELO ACT1V1T1E5. BA�HANOBOOKS CAIJ 6E DOY�'IVLOADEO AT WVh'W.CABMPHANOBO�KS.CflAI. ADDITiONAL FROSION PREVENZIIXJ AN� PROVIDED TO T�E C1TY Ei�GIti=ER. A CALTRANS EhCRQACHMEiJT PERIAI7 hSAY 9E R�QL11RE0. SEf}IMcNT Cd��lTROL (ESC} {��ASLIRES MU57 6E 1NSTAL�EO AN6 FAAINTAInEO FRI�R TO AI�L?TFROLIGHOLIT EACIi RA1NY SERSIXJ. TI$6EVEL�PER/GONTRACTO� TS � (RESPOrJSIBLE PERSON�DEvELDPER) (COh1PaNY} {24-HR PHdhE NUFA��R) ` RESPpNSI6lE FOR ESC 61EASURES THROUGHOUT TFIE OIJRAT[�N OF THE FRQ�ECT FOR ALL C�EARING, ❑[SKfNG, GFinbING. EXCAVATING Ahp STOCKP�L1hIG JACi(LANPHERE L&5 ARCHIx�C75, ]NC. (909) 229-0125 3. SDIL STERfLIZER. AN APPRflVEO SQ1�STERILI2'cR SHALL BE VSE�0�f ALL BASE GRA�E SURFACES PRIOR TO PAVING. ACTIVITIES, ANp ON ALL EILPdSEO SLOPE5 ANE3 INACTIVE PA05 THR�l1q-'sIX1T THE ENTIFi�c S1TE. TH�OEV�LOPER�CONTRACTpR TS ALS�RESP�NS3BLE F0�ANY (RESPpYSIBLE PERSOfV�CONTRACTOR7 �COMPANY} {�f-HR PHORE NUABER} O15CHARGES FRpM SVBC�NTRACT�RS. ¢. PRIME COAT. FR1A1E CDAT 1S RE4lJIREQ ON SLF3GRA�E OR BASE 141-1=N THE BRSE i5 Sl1f3JECT�p Tfl SUBSTAh1TIAL C�NSTRUC7ION a. STpCKP[LS�rG OF BM?S. ApDITIONA!ESC AIATERlkLS SHALL B�STpCKPILEp AT VARi0U5 LOCATIONS THRWGHOVT THE SITE F�R IMME6IATE USE W[THIN 3. LICENSEIPER�SIT REQU1REtilENT. TRAFF2C (aR WHEN L�t�G TI�.0 PERIOOS ELAPS=BEFORE AC I5 PLACEp), AS OE7ERtl1NE0 DY THE Sfl[LS ENGINEER APA APFR6VEd SEVEN QAYS PR10R TO ANY FORECAST RA1N. Oh!EtiIERGENCY SITUATIONS, TH�p�VELOPEftICONTRACrOR SHALL IFAMEdIATELY MAKE EOUIPMENT ANp ❑. PR10R TO START OF ANY WORK, A B�SINESS LICENSE SHALL BE 08TA1Pf_p FR��t THE C1TY. 9Y TNE CiTY E�GINEER. wGRHERS AVAILABLE TO PROTECT TFE 5[TE. b. A GRA�ING PERMIT SHRL4 BE 067AIh�0, PRIOR 70 ANY H'ORK OIJ PR]VATE DEVELOPF,1�t�!'r. 'fHE PEfiA1It A1�A1V APPRflVEO SET 5. 7YP� I SLLIRRY. PRIOR ZO PROJEC7 FINAL C�1L�LETIDN RN6 ACCEPTANCE Or STREETS INT�THE C[TYS FAAINTAINED SYSTE�I, 3. ERO51onf An[�SEdIMENT CfiNTR�S: ALt ESC F�EASURES 51-lALL EiE INSPECZEd, RESTOREO, REPATREO aR Ai6D1F1ER YEAR-R{]UNp TFROlJGH0U7 7HE SITE Tp pF I�RpvE�nENT PLANS A�115T BE PRESENT AT THE JOBSITE OURIhG CONSFRUCTIDN. TYPE I SLllRRY SHALL SE PLACEo OVER THE AS.�HAL7 CONCRETE Pau'c�PRBJECi'STREE7(S}, RS OfFcECTE�BY THE CITY PR6T�GT PERIM;T�RS, AOJRCEN'f PRaPERTIES, ENVIRONMENTALLY SENSiZIVE AREA5 ANO ALL PR[VRTE�Fl16L1C ST�RM WATER CONVEYANCE SY$T�MS. 1F Atdl' 4. ERR�RS�0�1ISSSONS. APPR�VkL OF TNESE PLRNS BY TNE C1TY OoES�uoT RELIEvE THE APPLICANT ahip EnG1ttiEER OF �NGINEER. TNE E�iTIRE RaA�WAY WIDTH SkALL 9E 5WEPT aT LEAST 3 TiF�S�R AS�IRECFED BY THE CITY ENGlNEER. EROSdO�t OR 5EDIMENT CONTR�LS FAiL[HJRI�uG ANY RAIN EVENT, M�RE EFFECTIVE ONES W1LL BE REQII[RED IN THEIR PLACE. RECORO FROM THE RESPONSIBI4ITY FOR THE CORREC7S�N pF ERRORS OR OMISSIONS QISCOVER�O OLIR1�iG COPISTRLICTION. o. ERfl5I0iJ C9NTR�LS. ERa$1�N C�NTR�LS SFU+LL lNCLU�E, SUT ARE N�T LIiA1TE0 T❑APPLYING ANp ESTA8LISHING: VEGETATiVE COVER, W�p Ml1LCH. 5. Ih'ORKIN�HOlIRS. CI7Y ORL7INAhCE N0. 94^25 STATES THAT Na pER50N SHALL ENGAGE IN Of2 CAhXA1CT CIXVST}�VCT1U�i S, �OG SERL. FGR PRIVA7�pEVELOPM�N7, A$PkALT1C EMLILSICFi{F�G SEAL] SHALL 6=APPLIE�NOT LE55 T}�3AN l4 pAYS 57AALE0 CR P1NNE0 6lANKETS {STRAW, C�C�'L3T QR OTHER], PLA57IC SHEETING�MINIMIJM iQ-F�IL}, PpLYPRaPYLENE lAA75, SPRAY-ON CON�ROLS T� ACTIVITY, wr�rf TNE CflNSTRUCT[�N SITE 15 wTTNfH ONE-DUhRTER OF a MILE OF AN OCCUPfE�RESIOENCE, �TwEEN THE FOLLO'IfiNG PLACEtiIENT aF TFIE AS�]ALT SiJRFACING AN�SHaLL BE APPLIE�AT A RATE OF�.05 GALLONS PER 54. Y6. THE ALL❑fSTL'R6Ea ARERS OR OTHER h�aSURES APPROVEf}BY 7HE CITY ENGINEER. JUTE NETTING SHALL NO7 BE LrSE�AS A STAND-ALONE EROSI4N CaNTR�L. HOl.1R5 OF 6:3p P�1 A1vD 5:3p AM, MONpAY T]i40LIGH FR[DAY ANO SHALL ONLY ENGAGE IN OR CONIXIGT C�NSTRLICTIOP!ACTIViTY ASPHALT EtAUL510N SHALL CON��RA�1 T❑SEC71��15 37, 38 Ahp 9A OF THE STATE 5TAN�ARO SPECIFICATIU�iS. FCR$LflPE$GREAFER THAN f:1, PRDVIDE F1BER ROLLS ANp EITHER A BONOEO FIEER MATRI](PRD��CT APPLIEO Ta R RATE OF 3504 LBIACR�OR A �TWEEN TFE HOL1R5 ffF 7:0�AM RND 6:34 P}.1 IXJ SATl1RDAY. NO CONSTRUCTION ACTIVITY SW�LL 6E UNOERTAKEN ON SVfVOAY A�4 NATION�ILLY RECa(�YJI2E0 i-!Ql[DAYS. 7. 7ACK COAT. A TACK COAT SHALL RF APPLIE�Td E}f1S7ING PAVEM�hl7 ANd VERTICA�JQfNTS, CGh°CRE7E SURFACES Ahl7 ASPHALT STASIL[2EQ F18ER hfATR17C PRpp41CT APPLIEQ TO A RATE{3F' 1p GAL�ACRE. TFE CITY F_NGINEER MAY APAROVE❑1�FEREN7 RP1'LICATION RATES FDR 6. REGULATORY AGENCY CI.EARAh'CES. 7HE i55VANCE DF A PERAIIT BY THE CITY pQES NOT f�1PLY OR PROVI�E ANY CLEARANCES SLGPES LE55 TFG1N 4;1, FRfl1d 5TATE OR FEOERAL AGEh'CfE5 REGIJLATING TH�PROVISfONS OF STATE OR FE�ERAL ENORNGERE�SP�CIE5 ACTS OR WATER �DNCR�T��ASE COURSE, 1F IT NAS BE�N E7fP05Ed T�VENICULAR�QA05. THE TACK[QAT SHALL BE SLQw SETTING ANIONIE b, �p[A¢NT CpNTR�LS. SEDif�ENT CO�iTROLS SkitiLL 1NCLL10E. BVT ARE NOT L1F�1TEp T0: �ESIL7ING 9ASIN5, GftAbEO BERMS, FI9ER ROLtS, SILT FEh'CES, OVALfTY REGULATiOhlS. TFiE APPRflPRIATE CLEARANCES FROM"f3-IESE RG£NC1ES SHALL SE O6TAfr�EO PRIDR TQ A�uv SITE FMl1L5iF[EO hSPNALT TYPE 'SS-iN'CONFpRMiNG TO THE GREENBODK. GRAVEL BAG CHEYRpNS{FlLLE�W1TF{Atl�IIAM.t 3:'GRAVEL}, CHECK DAlAS. ORAINAGE INLFT PROTEGTIfl1J, ETC. FI6ER ROLLS SNRLL 8E !hlSTALLE� lN Q15TURBANCE 03 GRApING. 8. CERTIFiCATIOr��TESTIf�G. ALL SUBGRAaE ANO 9ASE GRApE SHALL BE CERTIFIEO BY A LTCENSEO LA1�Su'3i VEYOR. BASr ANp AC �5-FO�T [NCREAENTS!lEASIJREd ALONG THE FACE OF THE SLOPE. S1LT FENCE SHALL BE 1NSTALIE�ALONG INTERIOR STREETS AK�Cah19INE0 YfSTy 7. GON$TRUCTION CHANGE. ANY C�NSTHi]CT]ON CHANGE aSl15T EiE F[RST$U��ISTTE�70 TI-!E CITY AS A REp�ItJE REYISION FOR GRAVEL-BAG OR SILT FENC�CFIEVROtJ5 1NSl�E THE SI�EWALK RIGHT-OF-WAY Oft BACK 0�CURBS. REVIEW ANa APPR�VAL PRIOR Td I�1-�EA�ENTING TI-�CHAh�GE [N 7NE F[E1.4. REfFR T�T3-I�CITYS ENG2[JEERIHG ANO lAATERIALS 5HALL EE 7ES7E0 IN ACCORpANCE WI7H THE CITYS 4lJA�ITY A55LIRANCE PROGRAA! [OAPJ At���OR AS�IRECTED Br TFiE COhfSTRLlGTION hAANUAL. CITY ENGIt+F`ER. q. STATE COtJSTR[JCTIf]N GENERAL PERFA[T: IF THE PRO.1�C7 dISTlJRBS, E7cPfl5F5�R ST�CKPILES ONE ACRE dR t10RE OF 50[L, TFE SIT£kUST 6E COVEREE} 8. PRE-CONS7RUCTION�1EETING. A PRE-CONSTRUCTION A1=ETING SHALL BE SCI�CWL�6 TWO WORK OAY$PRIOR TO THE START OF lJtJOER THE STATE CONSTRUC7ION GENERRt PERF�IT. A WASTE 415CHARGE [(]EH7IFICA7Ia!! (W[YIO}NUI+SBER, A R15K LEVEL aETERfA1NATIGN NLIAIBER ANn TH'c CONSTRllC7IaN. OURING C�NSTR[JCTIQ�l, A DEPENdA9LE Ahp RESP6N51VE CANTRAC70R5 REPRESENTATIVE SHALL 8E AT Tl-E ,lOB9' PRVIn1G�AATERIALS. pU�L3FIEp "STpRI�WATER POLLUTiON AREVENTIDN PLAN" (SwPPP}AEV�LCP�R �QSp) SHALL HE PROVI�E�8Y THE CITY PR10Z T� 155UANCE�F A GRAE?ING S I TE AT ALL T I MES. ❑. AC 1�ATER1 ALS. PE�SM FT. A SWPPP SHALL EiE I I�IPLEFlEN7ED THROUGHOUT i'NE RtJRAT IflN LF TWE PROJECT ANp SHALL 8E�'cfAAILY AVA I LABLE ZD TFE C[TY RNE1 SFATE 8. IJTIL1T1E5. APPRpVAL pF THESE PLANS BY THE CITY��ES hl�T CONSTTTVTE A R'cPRESENTAT1pN RS TO THE ACCURACY 6R �• AC t�ATERIALS SHALL CAhFORM TQ SECTiflN 203-6�F TNE GREENBOOK ANa CITr STANQAROS. [hiSPECTaRS AIJ�IJPpATED TO REFLECT CURREhtT S1TE C�NDITIQNS E]sJRING CON57RL1C7IDN. 7HE CONSTRUCT[dN AER�AIT CAN 6E�WNLOADEP ATr COMPLETEPfE55 OF THE LOCATION, NOR THE E7fISTENCE OR NON-E5Cf5TE1JCE OF ANY LN�ERGROUN�LITILITIES WITHIN THE i. TYPE C2 PG7�-10 FOR FINISH A1VD OYERLAY CflURSES. TH15 C�IJRSE SHALL BE A M[N1�1UM flF O.S2 FDDT (1'/.1�l.".HES] yy�yyy.yyATERBaARDS.CA.GOV�YfATERI55UES�PR�GRAM5IST�RIAWATER�CONSTRl1CTI0A1. PROJECT Ll�i[T5. ANY UTILITY dR�AGEd L7URING 7HE PERFORASAh�CE�F THE WORK 5HALL 6E REPA[RED dR REPLACEd T�Ti-E THSCK I\'CLLIDING GR1N�ANO DVERLAY 1PlSTALLA71�N5. SA7ISFACTION OF THE GOVERNING AGENCY 8Y 7FiE CONTRhCTDR, AT H15 ERPENSE. ii. TYF'E 8 PG70-10 FOR BASE Cal1RSE. THTS DOURSE SHALI.Ca.UTAIN 7HE[3AtNJCE dF THE RE4llIREQ ASPHAL7 COHCRETE g, pERih�cFER_P_B4TEC7�PERIh1ETER PROTECT1pN M115T 8E [NSTAI.LED PR[OR 70 RNY CLEARTNG ACTIVITfES. CLEARING SHALL BE Li1�li7E� TO AREAS 1'HAT 1a. SURVEY. IT SFIALL BE TNE RESPOIJSI6ILITY OF 7HE CONTRACTOR TO NOTIFY THE ENG1P1`ER 6F REGOR�NW TO IIJSTALL TN[CKNE55. THE MTN1A1J11 AC L[FT FOR 6ASE COURSE IS❑.21 FOOr{Zi51NJ-IES). W1LL BE 1FMA�OIR7ELY GRAdEO DR 0[57iJR8E�. A COMBINRT[01�OF ESC 1JEASURES SNALL BE 1�1PLEIl.ENTEf] IN AREAS THAT NAVE BEEN CI.EAREb. ALL STREET CENTERLINE 1�aN�1MEN75. AS REpIJlREO 8Y R[VERSI�E COUNTY oRdINANCE NQ. 491. CENTERLinE T[ES SH1+LL BE 2• TH�FAINIAI��1 AC'fH[CKNESS IS 0.33 F0�7 �A INCHES). Q15TUR6E6 AREAS�F AN INACTIVE SiTE. A$dESCRIBEd [N THE ENGIt�EER[HG ANp C�NSTRUCTION MANIJAL, 5W+l.L F�LS�8E PROTECTEa. PRpV[pED 70 THE CiTY EHGIhEER, IJPQN C�MPLET[�h7�F THE PRp.1ECT ANp 9EFpRE ACCEPTANCE IS GRANTEp. ALt E7CSSTIN"v 3. TFC�.wX1ti1UU nC LfFT IS 0.33 F�UT (a �NCHES)• r�ONLI1dENTATIOM (6lSTLiREED CR pESTROYE�I3uR1NG C�NSTRUCTIDNJ SHALL 6E REPLACE6 TO CITY 57�4h�ARAS IN ACCQRI]ANCE 6. COIVSTRUCU OW ACCE55��17�: COkSTftUCTION ACCE55 PD1NT5 SHALL 8E STABILI2E�W17H A CalABINATI�h OF R�CK ANp SNAKER PLA7ES YEAR-ROUNa 7� WFTH 7HE LANp SURVEYORS ACT Ahp THE S7REETS ANp HIGHWAY C�DE, A�vO AS APPR�VEO BY T1-�Ci7r EHGINEER. UPa?! N�TE' "SHOVING"1S A TYFE OF AC PAVEIdENF FAILV�E THHT MAY 6E CAUSE�BY AS?HALT�l[7[ES THRT ARE 70Q RICN IN ASPNA!T, PREVENT TRACK-0117. INTERIOR ACCE55 POINTS {ALL PR[7POSE0 OR[VEWAYS. �SATEftIAL STIXiAGE ANO STAGIM1G A�EA ENTRAN,�.-cS�EXITS, E7G.) SHhLL ALSD 6E REql�S7, 5L�F2YEY CVTS SHEET5 SHALL BE PRaV1pEp TO TNE GITY ENGINEER. THAT FiAvE COl1R5E�FTNE RGGREGATE TrIaT TS t��Rpu1�pE�, ETC. TYPICALLY, SHOv[�G RESULTS AT HILLS, CURVES OR PROTECTEa WITH ROCK TD PREVENT ZRRCK-OUT flNTO INTERIOR STREETS. ROUTINE 5TREET SWEEP[NG SNALL 6E PERFQRI�E6 U�t ALL PAVFfl STREETS wHERE • 1i. O�ST C�NTRDL. OVST SHALL BE C�NTROLLE�8Y WATER[NG OR OTHER METH60S, A5 APPROVEO BY T�CITY ENGINEER.WD fN7ER5ECT30�1S, Cn115E6 6Y BRnK1NG�R ACCELERATING VEH[CULhR FGRCES. TO PR'cVENT�R�1[HIlA[ZE SHOV]P1G, TI-IE C1TY 7RACKING ]5 OBSERVEO. VRCLA16t SwEfFERS SHALL BE U5�0 WHEN 57REET SWEEPING 9ECDuES INEFFECTIVE. C�PiTROLLED STREET WAS!-IIIvG SHALL ONLY BE SHALL CaMPLY W1TFf SQVTH CQR5T ASR pVAL1TY hSkNAGEN.ENT DISTRICTS [SCRQMo} RULE 403. R'cSERVES THE R[G�-IT TO RE4UIRE A MODIFIEO AC I�i7c OESiGN WSTH PROPERTIES THAT PR�ulOE N1GH STASILITY (I.E.. ABILI7Y ALLO'�VEO PRI�R Tp TFiE APPLICATIOH aF ASPHALT SEAL C�ATS, RfVp Ci�LY YRiEN ALL PERTII�NT 4RAIIVAGE 1NLET5 ARE?RflTECTE�. 12. COPlSTRUCTION FENCING. A SS}f FDOT CFIAIN LINK FENCE IS REQUIRED ON ALL IN�USTRIRL A!�'!]COItFLERCfAL PRa.JECTS UN7IL TO RESIS7 SHOVtNG ANp RUT7IwG, ANG[JL.AR AGGREGATE PaRTICLES ri1TN A RIXJGH SIJRF'hCE TE7fTURE, ETC,) IN C�AIPLIANCE WITN RODF SrSTEl�S ARE C�I�PLETE6 DR aS OEEMcf}NECESSARY SY THE CITY ENGIiVEER FOR PUBLiC SAFETY. TFE uAiNTENat�E�F THE GREENB��K AhD�DR CI�LTRANS SPECIFTCRTIDNS. 7. DESILTING BASINS: �ESIL7ING BASINS SFlALL 8`OESZGNED ACCOR�ING 70 THE GUIOANCE PRpV1pEf} fN CASQR'S CONSTRUCTIflN EMP HANDB�OK. [1J+'OIJNDEO THE FEN[� i5 THE SOL�RESPOt�i519IL1TY OF THE Cd.YTRAC7flR. • WATER SHALL 6E SECLIR"c�FROh1 THE PU�LIC. SIGNAGE [HO[CAT]NG "POhOE�WATER-D�hlaT ENTFR,"OR Ak E4lJIVA�ENT WARN]MG NOT[CF, SHALL 8E 13. INSPECTIONS. ALL WflRK PERFORAEI]IYI7FIpVT PROPER INSPECTION FROM THE CITY MAY 6E SU6JECT T4 RE.I�CTIbfV, p. BASE FARTERIRLS. POSTE�. 1a. pTHER CG�15TRl1CT[ON NpTES. REFER Tp SEPARnTE MQT'c5 FUR 'GRA6ING,"'£R�SIdN ANO SEDf�iENT C�NTROL,"'PAVING"Ar7p �, BASE MATER[ALS SW+LL CflAF�i�I TO PROV]SIONS CF 7FE GREEN64�K A1+1p CLIRREN7 C[TY STANpARd$. 'TRAFFIC"REOLf]REMENTS, IF APPL[CABLE. 2. F�R STREET SECTI�NS, BASE CO�RSE MATERiAL 5�lALL BE CRUSI-�0 AGGREGATE BASE (CAB)OR CRVSHEd hsISCELLANE��S BASE 8• ��1�TERIAL STORA[�� I,{ATERIAL STORAGE ANp STRGING AREAS SHA�L EE ESTABL�SHED. FL1�L 7A1JK5. P09�TA9LE T�ILETS. L10U16S, GGLS, ?OW�ERS, GRADING N�TES� LC�B} PER SECT1oN5 20d-2.2 AIVti 202-2.4 �F THE GREENB�OIL. PRI�ICIPAL RHO IRBAN ARTERIhL ROA65 REOLIIRE CAB. LANOSCAPE MATERIALS ANp 570GKPI4E5 OF S�IL 5HALL BE STOREL]AWAY FROM ALL PRIVATE/Pll6LSC STORt�WATER CaNVEYANCE SYSTEA[5, SIpEWALKS, RIGHT-OF-WAYS A1�FL4W-L[�1E5 AND SHALL HAVE SECIX+bARY CONTA[NlENT. S�'ACTIVE STOCKP1l.E5 4F S�1L SFfALL BE CQVEREO AT ALL TIMES. ACT[VE C. PORTLAn�p C�NCRETE CE�ENT. ALL PCC LiSE�SHALL 8E I�f CONFORMANCE Ta THE GREEh76QQli. STOCKPILES SHALL 8E COVERED PRIOR T�A F�RECA57 RA1N. l. STAlapARpS. ALt C4NSTRl1CTI�N AfJO GRAO[NG RELATEO ACTTV[TIES(I.E., STaCKP1LTNG, LANO CLEARIN6, ER�SI�N& 4. C�NSTRIJCTI�N WASTE� C4NSTRLlCTION WASTE ANd MISCELLAN=�US DEBRIS 51-IALL$E ALACED IN WATER-TIGFIT 61N5. WIR�M�SH RECEPTACLES SHALL NOT BE SE01l�ENT CONTROL, ETC.} SHAL�BE PERFORI,IED IN ACCORQAPlCE W1TH CHAPT�R 1a OF Tk=C1TY OF TEhIECL1LA 1ALINICIPAL ��• I�IX�ESiGNS. TEN 1V�RK[riG OarS PRIOR TO PAVIHG, THE PROPO$EO M1)C DESIGH[S] FRGl�S THE SIJPPLYING ASPHAL7 OR CQhCRETE ALLOWED. WASH-IX1T STATIGHS SHALL 6E PR�VI�EO FQR CO`1CRETE, PAINTS, 57UCC0 ANp OTH=R LIOU[❑WASFE, RND S1iALL BE LINEp WITH PLASTIC AND COOE, THE ENGIN=ERIkG Ah�COIVSTRUCT[flM I,IANUAL, RL4 APPLICRE3I.E STANaARRS, TFE LATEST EDITIOIY OF 7HE PLRNT SNALt B�SU6F�ITTEQ TO THE CITY F�REVIEW ANa APFRDYAL. THE IAI7f OESIGN(5}SHAL�CLERRLY SH�'�Y THAT TFIE LOCA7Ed AWAY FRll1d Pl1�LTC RIGHT-OF-WAYS, FLOYf LI�£S, ETC. PR[OR T�ANY FflRECAST RA1N, BINS M![1 WASH-OUTS SkA�L BE COYERED YII7H LIfYS�R CALIFORNIA BVILdIh'G COpE (APF'ENDI7f J} ANp, iF APPLICABLE, THE STATE WATER RESflLlRCES CONTROL BOARO (51YRCB} DESIGN MEETS ALL CITY ANa GREEfVB00K REQVIREl�ENTS. PLRSTIC TARPS. NATI4HAL P��L11T10N RiSCHARGE ELI�IINATI�N SYSTEM (NPpES) GENERA�PER�t1T FpR C��i5TRl1CTIflN RCTIVITIES. ��, STREET SECT10N5. STREET STRUCTURAL SECTIG'+i5 SHqWN ON PLANS ARE ZENTATiVE (1.E., THEYRE lJSED FOR BONDING 2. PERFA l T RE�[ll REti�chtTS. A GRAp1NG PER1.I l T S!1ALL BE 067A 1 NEO PR 1�R TO COId�1cNCEF�MT�F nNY W�RK ON THE S I TE. 10. SLOPE 3BOTECIIOMt_STORM WAl'Ef2 RUN�FF SHALL NOT BE D I RECTEa OVER SLOPES Wl THpUT PERMANENT DOri'N�RAlI+tS f NSTALLEO. ESC HEti5l1RE5 ARE REW 1 R'cp PLIRPOSES}. TH�F I NAI.STRl1CTLlRA�SECT I ON REqV 1REA1EHT5 SHALL 8E DETERM I1�p 6Y AflQ]T I ONAL 5�I L TE5T5, AFTER RQUG1i 3. NOT1FfCr+TIONS. PUBl1C w0i?�SS Si-inLL BE NaTIFTEd VtA THE PU6L1C wpRKS INSPECTIGY�1NE RT (951) 308-fi345 hT ON ALL E](POSEO SLOPES LfNT[L 5UFFIC[ENTIPERldANENT L.A4�SCAPE [5 ESTABL[SHEd. THERE SHALL BE 146%SIOPE PRC�TECTI�N I�t P4ACE PRIDR TO � GRApiNG. TFi�STRUCTLIRRL SECTIDAI DESIGH SHALL 6E REVIE'flE�ANp APPR04E0[3Y THE C1TY ENGINEER. SA[0 DESIGN SHALL PR LEA57,24 HOUR$ I�f AOVMlCE OF BEGINJING ANY C�NSTRIJCTION�GRApING OPERATIOHS. 15511ANCE OF CERTIFICATE OF QCCUPANCY. 4. SO1L5. ALt C�NSTRlJCT1DNIGRap1NG nCT1V1T1ES SHaLL 8E�NE IH C�NFORlMNCE ri1TH REC�MMEJ+ronTibNS OF THE ROHERE T❑THE IAETNOQOLOGY SEi FflR7H IM CHAPTER 6D0�F CALTRANS HIGHIYAY 4ES1GN I.UiNUAL ANQ SHALL 11TILIZE THE 'R' PRELIFAINARY SOILS 1NVESTIGATID�1$Y N T T 1 1 . SA1Q REP�RT SHRtL 8E C�NSIAEREp A VAL.UE I�THO�(].E., R'VALUE T�S75 SHALL BE CONOLICTE6 1H ACGORpANCE W17Ft CALIFORN[R TEST Na. 3a1 ANp 5l�IALL CE �l. P�RTA9LE M1](ER�• ALL PCRTABLE IAf]fER5 SHALL HAVE PLASTIC LINERS UI+�ERhEATN THEM W1TH GRAVEL-6AG5 PLACEO ON THE�DiYI�-H1LL SIAE 6F THE PART OF THIS GRADING PLAhi. CERTlF1E4 BY A REGISTEREO CIV1L ENGINEER]. THE NClAIBER AFA LflCAT[��4F TI-�SE TESTS SHALL 8E SIIBJECT TO RPPRbVAL �,INERS TO CON7AIN❑15CHARGES. 5. Cl1T�FILL. BY THE CITY ENGINEER. a. AIN7CildlJM GUT Al+p FILL Sl�PES Sk/�LL EE 2:1, 11NLE55 OTF€RW15E APPR�VEO BY THc C1TY ENGINEER; hND SHALL 12, Ca�ACT1G+i. PRIDR T8 PLACEh�E�lT OF 8a5E�1ATER1nL hN0 AC, Cal'PACTfON REP�RTS BY A S�ILS EN.a1NEER, GERTIFY[NG 95� ��' �AAINTENANCE: ALL ON5T7�ANd OFFSfTE FLDYf�[NES (i.E., V-ANO BROW-QTi[�ES. TERRACc QRAih'S, RIBBON GIJTTERS, CURB GUTTERS, ETC.}, ST�RlA CONFLY WITH THE RECAhlAENQATIDNS OF ThE SOILS R�P�RT. F1L�SLOPES SHALL N6T HAVE LE55 THAN 90�RELATIVE � YIA7ER CONVEYANCE SYSYEAtS, CHECK Qi�1A5, CHEVRONS, SfLT FENCES ANO dE5TL7TNG BASINS SHALL BF FREE OF SEDiI$NT, GONSTRUCTION MRTERIIH.5, CO}lPACTIO�u OUT Tp THE FirJ[SH SURFACE. Cbti�ACTI��t�F SIJB-GRAOE hNp BASE 1�A7ERIAL. SHALL BE Su6MTTTEp T�THE CITY ENGfNEER. COM.ACTIOtd 7ES7 OBSERVAT[IXJ wASTE. MISCELLAhEaUS OEBR[S ANo OETERIORA7ED ESC�EASURES rEAR-RflUN7. b. FILL 11ATERIAL SHRLL N�T BE ALACER ON E7([STING GRDUvp UNTIL 7HE GROUNp FWS BEEht CLEARED OF 11EED5, �EBRIS. OF SU3-GRA�E AND 8ASE GRA�E 1JATERiALS SHALL 6E COORE]INATED'f0 1NC�l]DE TFL 50[LS ENGINEER ANp THE Pl1BLIC WOR1t5 • TOPSfliL. VEGETATION A1�QTHER OELETERIIXJS�1A7ERIAL. 1F'7HE 540P�RA7Ia ExCEEdS 5:1 AN� I5 GREATER THIW INSPECiOR. 13. OBSTRUCTIONS:_NO OHSTRLPCTi0N5, aTl-�R THAH 8MP5, SHALL B£ALLOWE�WITHIN ANY 570RM WA7ER C�NVEYANCE SYSTEM, UNLESS ALTERt+lAT1VE�fiRlhiAGE FIvE FEET. TNE TERRAIN�suST BE KEYEO Af�BENCHE� INT�EI7HER BE�R�CK�R NRTIVE SOIL. AS dIRECTEp 6Y TI-� FRC[LITIE5 HAVc tlEEN APf'RQYEO BY TFiE CITY ENG[NEER. GEDTECHNICAL ENGINcER. l3. PAVING 1NSPECTIONS. c. STA8ILI7Y CALC[1LATIONS WITH A FACTOR-OF-SAFE7Y OF AT LEAST OhE RND FIVE TENTHS {1.5} SHALL BE SUEMI7T�p °' BASE GRApE 1NSPECTiaV. QhE iNSPECTIe!!Ar SU9-GRADE C��+PLETION{PRIOR TO PLACEMEN'f a=9ASE) IS REOUIREO BY �q, O�NER CON57RUCT]QI,Ir�1��E�: REF�ER Tfl SEPARATE NOTES F�R�GENERAL,"GR�DING'ANp'PAV[NG'REOVIREF,�NTS. T6 PUBLIC'h'ORKS 6Y A REGI STEREp C I V I L ENGI�EER, 5�I LS ENG I NEER pR GEDL�GI ST FpR Cl1T ANp F[Ll.SLflPES OVER ���ARTF�CNT OF A�L 1 C WO sf'1{5. 30 FEET [N VERTICAL HEIGHT. h. PRV[AG INSPECTi0tJ5. T'NO PRV[NG it�lSPECTTIXJS ARE REQU[RED BY 7HE oEPARTu�NT 4=Pug�1C wpRKS: {1) PR10R TO CULTURAL RESORCES N�TES. d. a. RtL GRa01hiG SkaLL BE flONE uNpER THE SUPERVI5loN OF A REGI5YEREti C1VIL ENGINEER, SQlLS EhiGtNEER OR ppy�n�, p7 BASE GRAO�CONPLETION; AM� (2)PI�tFPtG PLACE�nENT pF AC. GEaLOG15T, WHO SHALL SUBMIT Tf�O SETS OF 1vR1TTFN CERT1FICaTI�N TNAT ALL FILLS OVER OIVE FOOT IN O�PTH HAVE 1. 1F AT ANY TIME WR[NG E7(CAVATION�CONSTRIJCTION OF THE SITE, RRCNA�OLOGICRL�CULTl1RRL RES�LIRCES, �R ANY ARTIFACTS OR DTHtR 09J�GT5 WHICH 6EEN PR9PERLY f'LACEO. c. CRIVEWAYS. ALL ONSITE PRtVATE RESIOENTIAL o-2FV�WAYS SHALL CflN.PLY'I+[TN THE APPRaVEE}PLANS ANO CITY STANpARpS, REAS�NA6LY APP-cARS Ta BE EVIDENCE OF CULZURAL OR ARCHAEGLQGfCAL RESIXA�CE ARE 615COV�R��, TF�PROPER7Y dWNER SHALL Ih1FAEQIATELY AAV[SE THE 6. ORAINAGE. CITY OF SLfCH AND TF�C1TY SHALL CAl15E RLL Fl1RTFER E}fCAVAT101J OR QTFCR pI5Tl1RBANCE 4F THE AFFECTEO AREA TO 1MME6IATELY CEA$£. THE❑IREC7�R A1�]SHALL B� INSPECTED AhU CLEAREa 6Y TI-�CITY ENGfNEER PRtOR TO PAYiNG. p. RS APPLICAB4£, PROVIDE CONCRETE BROW pITCH�S TO CONVEY 1pp-YEAR STORM FLO'A'S OR PROYI�E GRA6E❑EERMS OF COMMUNIZY�VELQr'MENT AT HISI�'€R SOLE D[SCr�T10�F�AY REWIRE THE PrZCPERTY OWI�R T4 OEPOSIT A SIJM QF lAOtJ=Y IT DEEh�5 REASONA84Y 14. VTTL1T1E5. AL�V1+UERGR�UNO FAC1L1TiE5 ANO LATERA�S SHALL 6E IM PLACE PR1�R TO PAVING. RLONG TFE i'flP�RLL GRA�E�SLOFES OVER THREE FEET IN VERTICAL F3EIGHT OR THAT ARE ADJACENT 7a GRACEQ NECESSARY ZO A!LQW THE CITY T�CONSULT NdpIOR AV7HORIZE AN INOEPENEY`NT, Fl1LLY qVAL1F1E6 SPECIALIST TO 1NSPECT THE SIT�AT NO COST T�THE 15. TR�NCH1 NG FOR Ll7ILi T I ES. ALL STRzE i 7RENGHES SHAI.i.COi�FOR1t TO C I TY Rlap ENG I hEER ING 5'fRNdAR05. REFER TO C[Tr AREAS, TD❑SRECT SVRFACE RL1NpFF RWAY FR�M THE T�P�F SL�PES. ALL ORAINAGE�EvICES SHnLL 8E CCNSTRl1CTEp $TANpARf}N0. �07'TRENCH�POTFi6LE REPAIR"FOR TREHGH�1AINTENANCE RN��OR REPAIRS. lF TRENCF�S SN CL�SE PRflI(1ti1I7Y AtJ'3 CITY, IN aROER TD ASSESS THE SIGNIF[CANCE OF TFE F1N0. UPON OETERtiS1Ni�G TNhT TFE❑1SCdVERY TS NOT RM ARCFNEOLOGICAL�CULTURAL RESQURCE, PER THE APPRBVED PLANS. PARALIEl.70 GU7T�R 4IN�5 RE511L7 IIJ LERVING PAYEMENT STRIPS IN f}15TRE55 0:^s LE55 TNAN ZWO FEET 1N WIDTH [9ETWEEN T�pIREC7pR�Cdl[N�JNITY OEVELOPMEIJ7 SHALL NQTIFY T[1E PROPERTY OWN=R CF SUCH�ETERNIRATION ANO SHALL AVTFf0RI2E TFiE RESUAiPTIdN pF WORK. 6. El[IS7ING O�AIN0.GE COURSES SHALL CON7INUE TO FLA�CTION AT ALL T[A1E5. NO OBSTRUCT[ON flF FL600 PLAfNS CR UP4N DETERlAINING TFlAT TFi�OISCOVERY i5 RN ARCHAE�L�GICALICl1LilJRAL R�5�41RCE, THE❑1RECTOR OF C�1A1.1L1NITY OEVEL�PMENT SHALL NOTIFY'fF£ NpTtJRA�WATER C�URSES SHALL BE PERlAITTEO. TFC TRENCN ANp Gl1TTER LINE], SA16 PAVEI�ENT STRIPS SHALL 6c REMpV'c0 W+1]RcPAYEp, AT TFE D15CRETlON OF�TH�C17Y PROPERTY aWNER THAT N�FURT'�1ER EXCAVA7ION OR aEVELOPAIEN7 AiAY TAKE PLAC�LINTIL A fA1TiGRTfaN PLAN OR OT}��R CORRECTIVE kEASUFc�S HAVE 6EEN C. TE!lPORARY ORAINAGE SHALL 6E PROV[pE0 11NTIL PERlAANENT pRA[NAGE STRlJC7URE5 ARE It'lSTALLE�. PRQTECTIVE EN.iINEER. A TACK CQAT SHRLL BE AP�LlF�TO JO]N E7f[ST1NG ASPHALT C�NCFtETE ANp VERTICAl.SURFACES IN COMPL1AhlCE W1TH ppF}7pyED 8Y T3-�❑IREGTOR O�F COldfl.Uh![TY 6EVEL��l.SENT. AI�ASUR�S 5HAl,4 EE i1dP1.��lENT��TO PR07�CT AOJO]NfNG AND 6�WNSTREAld PROPERTIES FftO�i 5ILT pEP�$tTION Ahb fH�GREENBOOK. z. ]F Cl1LTURAL RE56URCE5 AR�bISCOVEREO OIJRING THE PRflJECT CONSTRl1CTIIXJ (INAdVERTENT❑ISCDVER[ES], ALL N'ORK [N THE ARfA aF THE F1ND SHAl.L PaNOING WAT�R pVRiNG CANSTRUC7IOIJ�GRADING OPERATIONS. CERSE. ANp A�ilAL1F1E6 ARCHAE�LOGIST Aiv�REPl�SENTATIVE5�F 7HE PECFEA�GA TRI9E SkRLI BE RETA1NEp BY T��PROJ�CT SPONSOR Ta INVEST[GATE d. AFFRpYER PROFECT]VE MEASl1RES ANp TEIlPORARY pRAINAGE PRL1VfSIONS AiU57 8E USER Tp PROTECT ApJ0I1'lING 1fi. PARKING LOT GRAflE. TH�M[NZ1.11JF,S AC a:i CONCRETE PRVEl�ENT GRApE SHALL BE GUc FERCENT (1%y. TNE FIND, ANp F�AKE REGOF��!FNpATIONS AS Tfl TREATF.�NT AND M[TIGRTION. PRGPERTIES f]UR1NG 71iE GRA�[NG�'FsflJEC7. 3. A OUALIFTED ARCHAE�L�GICAL�IDNITOR WILL 8E ArT�SENT AND WfLL HAVE TI-C AUTHORITY TO STaP Al+p RE�IRECT GRA�INv ACTIVITIES [N e. ORASNAGE EASEF�NTS SFIALL 8E KEPT CLEAR aF RLL�65TRUCTI�`15; N�EV[La1NG OR WALLS SkALL BE PLACED W1TH1N ». GUTTER LIP. A 3I8 1NCH L[P SHA�L�PLACED RDJRCF_iV7 7p C�yCRETE GUTTERS IN RCCOROAh'CE WITH C1TY ANp ENGINEERING �pryS�LTATI�N W1TFE THE PECHhNGA TRiBE ANp TI-�1R CESIGNATEa Nay1TDR5, TD EVALVATE THE SIGNlF1CANCE OF ANY ARCHRE�L�GICAt Ti-EE Li�1IT5 OF EASG�i�NTS. STA�v0ARp5. REFER Ta STRIvpARO N4. 200. RESaURCES❑ISCAVEREO Ohi TI-�PR�PERTY. f. THE I+�iNIMUM GRAp`FpR CQ`1CRETE SURFACE pfZAINAGE FqCIL1T1E5 SHALL B�A flNE-HALF Pci7CENT (0.5%}. 4. 7R[BAL�+OH[TORS FROSI TFiE PECNANGA TRISE 51-IALL BE ALL�11E0 T�Id�NIT�R ALL GRRDING, E7fCAVATION ANO GROUN06REAKING ACTIV1T1E5, IhCtWIhG ALL 7, PRUPERTr CDRNERS. Att PROPERTY CORNERS SHaLL BE CLERRLY�ELINER7Eo IN 7HE F1ELf]PR1vR TO COh1ME�uCEMENT OF RNY �$• PAVING�ETAIL ARovNO MNa-IoLES, VALVE C�VERS, ETC. ALL PAVING AROUNp FAAIJHOLES, L1T[LiTr VALVE C4VER5, E7C. SHALL 6E p�}{AEOLUGfCAL SURVEYS, 7EST[NG, A1�STUAfES, TO B�CONPENSATEb 6Y Tt�c aEVELOPER, C�757RUCT10N�GRADING ACTIVITY. AS aIRECTEd BY TFi�CI7Y ENGINEER. 1N aCCDRDANCE WI'fH THE GREEh'B��K RE4�IREF�cNTS, [JTILITY AGENCY RE�LIIREI,�NTS, CITY ANp ENGINEERING STRNOARO5. REFER 5. 7}3E LANpOVmiER AGREES TD REL[�1QUI5H Ow1v'ERSIiIP OF ALL ClJL7l�RAL RES�URCeS, INCLUd1NG Ai,L ARCkAEOLOGICRL ARTIFACTS THAT ARE FpuNd CN THE 8. i70U[�!GRAD]NG ItJSPECT[flN5 PRIOR TO BUILOING PERuIT. [N$PECTIONS SHALL BE REq[J�57Ep VIA 7HE PUBLIC wORKS T�CITY STAhpaRp ht4. 503'PaV1NG pETA1L AROUND MRhHOLE.' PROJECT AREA, TO TH�PECHMIGA TR16E FCR PRaPcR TREATF�ENT A1�bI5PO51TTON. IN5PEC7FON LINE A7 �951) 308-6395. SU9hSIT 7F£FDLLOWING: 19, AC PLACE�ENT. TFE teETNOp ar pEP�SlT1HG, D[STRI8UT[1�G{I,E., L15ING h SELF-FRflPELLE❑SPREADING�F1N15H1NG�SACHINE} S. ALL SACREd SITES ARE Td BE AVOIDED ANp?RES�RVEO. a. TWp SETS�F PAp ELEv�TIDu CERTIFlCaTlDN{i.E.. R�UGH GRhOE} TO INCLUOE A STaTEt�NF TI-GiT TNE Pnp A�vO ROLt[NG aC Sr�4LL BE lr�kCCORf]aNCE W[TH THE C�EEK�oDK. 7• N[7 GRUBBIfaGICLEARIN6 OF Th�SITE SHALL flCCVR PR10R TO SCrEIX1LING T[-I�P�E-GRADING AS�ETIhG W17H PU6LIC WflRKS. A�4 PROJECT S[TES COhi7AltaING ELEvaTl�i+f C�I�PLIES W17H THE aPPR�VEO GRA�[�!G PLAN. CERTIF1Cn7IVN SHaLL 6E T�Llr�, GRAOE, ELEVATI�N tiNp SU[TABLE HAe1TAT FOR BURROW[NG OwLS, wrETFfR pwLS wcRE FCUNo OR NaT, Rc4ufRE n 30-QAY PRECDNSTRUCT[�N SURvEr THnT SHALL RE C�AVUCT£a L�CATfON�F CUT�FILL SL�PES. 20. ACCEPTANCE CF PRO�LlCT. TH�CONTRACTOR 5HALL REARfR ANY DEFECTIVE SURFACING OUE T�GRApE SETTLEhSENT pF F1LLS, vrITHSN 3�I}AYS FRI�R 70 GRIXR�O�15TUR8ANCE 70 AVO1❑OIRECT TaKE�F B��Wlh7G OWLS. 1F THE RESULTS aF TI-E SURVEY INpICATE THAT lia h. T11'0 SETS�F PAp COMPACTIDN CERTIFICATION{1.E.. FINAL GEOTECFiNIChLIS�1LS�PORT) Tp 1N�L[JpE A STAT�lAEMT 7REHCH F[LLS CR 6ASE NRTERIAL, AS REQU[REO BY TFE C1FY ENGIttiEER. Np PAVEMENT'BIRC$ATHS'�R OEViATI0N5 GREATER �'�GW1A'G OWLS ARE PRESENT IX�1-SITE, TI-�N THE PROJECTc ldAY 6tdYE FORWAR�Wf7N GRn61NG, UPDN PLANNING Qt�15I�N APPROvAL. 1F BURRflWING aWLS 7HAT TI-E GRAp ING C�I.�PL I ES YV 1 TH RECDi��dEhlpr.T 1 CNS flF THE PREL 1 F�I NRRY S�I LS REPpRT, THAN 1�8 INCH IN SI7f FEET SHRLL BE ACCEPTEd. �1?E FULi1�A T4 9E PRESENT OR NEST I MG 4,\'-S l TE�1 NG TH..PRECONSTRIJCT I Oh!SU62VEY, THEN THE FOLLO&I NG�SECC1'I�NpAT I ONS MUST 6E AaY.EREO T4: 9. FIPIAL INSPECT10�i PR10ft TO OCCUPANCY. REFER TO THE CfTY'S ENGitdEER1NG ANf]CONSTkL1CT[dN}IAKVAL. E7CCLLISiCN AAl�REL�GATION ACT[VIT1�5 lVAY NdT OCCUR OLRiM1G TNE BREEOIN�SEA50N, WNICIi IS OEFIN�E]R5 NRRCH 1 THROUGH AUG�ST 3�, WITH TF'.� f a. POST GRA�I NG ACT 1 v f T 1 E5. I'a5T GRnp ih7G ACr I V I T I ES SHALL INCLLAE, SUT NOT BE L I AI i 7ED T0, I NSTI�LL I NG YA-IERE FflLL4WI�'G EXCEPT I ON: FROFA AiARCH 1 TFi�ISt1GH FAARCH 15 ANp FRaA1 Al1GlJ5T } THRpl1GH AUGl75T 3 f EXCLl15I DN IWD RELOCAT I�N AGT I V 1 T]ES}AAY TAK�PLRCE APPLICABLE: GRDUNOCDVER, TREES, SFiFiU85�R R COM61NAT10N T�-iEREpF TN ACCOROANCE WITH TNE TEN.ECULR 1JLPlIC1PAL ��• PROTECT[0+1 CF WflRK. TF�Cfl�tTRACTOR SHALL: (A)PRflTECT E7fI5T1NG STRUCTURES, CURB AhT]GVTTERS. 510=WALFtS, IF IT IS PAOVEN TD TFE C1TY ANO FPFROPRI�7F REi�JI.ATO�Y AGEHClES (1F ANY} THAT EGG LAYING OR CH1CK REARih'G IS NOT TAK1PlG PLAGE. TH[5 CDOE PRSQR TO FINAL 1hf5PECT10N. SLOPES OVER FpuR FEET [N VERT[CAL i-EfGHT SHALL HAVE�ERl�AnENT IRRIGATIOu LANpSCAPi�IG, CATCH BASIN O�PRESSIONS AHp DTNER$LiRFACE FEATuRES AGti1N5T pA�+AGE CAl35�p BY PAVING Q�RAT1Du5 ANa CETER+�1�vATIA�t MUST BE F�ApE 8Y R QVALT�IED B10LOGIST." SYSTEFAS WITH BACKF'�OW PREVENTIDN CEVICES P�R THE 11.P.C. ASPHpLT SPRAY: {B) PR�TECT C�I�PLEFE�wpRK; ALL VEHICULAR TRAFFIC {I.E., M�V1NG OR STATIONARY LQAaS}5}iA!L BE KEPT LD 1 5-43�.3 OFF IJEYfLY PAVEp AREAS�UNTIL PAVEMENT$URFACES HAVE CODLEO�OWN ApEOUATELY; {CJ CLEAN TI-E SZTE (1.E., RE11�vE L�45E •------ 11. OTHER CflYSTRUCTION NQTES. REFER T�SEFARATE NOi'E5 FOR'PAV[NG,"GE[JERAL'RNp 'ER0510N ANO SEOIMENT CONTR�L' pAYEIdEt�1T ANp AGGREGATE, CLEAN OLlT ALL lAANHOLE PITS, ENSVRE FRFE OPERATIOH flF VAl,VES AFTER PAVIMG, REAdOVc ALL THE PR�PERTY OWi�lER�ENG[NEER�CD!7TRAC70R SHALL Ai1HERE Ta THE CITY QF TE�IECU�A�S STANdARO Bl11LO1NG AI�SAFETY� R�pV]REfAENTS. pEBRIS, RUaB15H ANO EXCESS MnTERI�L FRp�I WORK AREA, ETC.}• NpTES AS SPECIFlEO 1N APPENR1C1E5�, E, F, AfV�G 9F THE "ENGINEERIHG&C�NSTFtLICTI�N REYIE%E�FOR CCI,�LIAfJCE M1TH 22, pTHER CQYSTRUCTI�IV N�TES. REFER TD SEPARATE hOTES FOR'GEhER�L,'T'aRApING,'Ahp EROSiflA1 AN�SEQIASENT CONTRaL' MANUAL�� [I.E. SECTION fi-2} IN ACCQRDANCE TO CH/VPT£R l8.pfi OF THE "C�iVSTRlJCT1tlN, GRApIfVG TITLE 24�ISRBLEO ACLE55l61L11Y OhLY REQUIREAlENTS. hND�NCROACHNFJJT" OROINANCE N�. 13-01 C�PIES flF 7F�NdTES SHALL B�AVRILRBLE�h15lTE AT ALl.TIMES�IJRSNG Thl�COYSTRUCT1aN PROJECT, +�+''�4ED 9Y: / �� STE4E LAN(ENALI DATE � � ORTE 9Y REVlSf07V5 ACC�O S�t' Qesi ned$y 17rawn 8 Checked 9 �-+,r+ p SHEET N0. �� �T �� � � SCa�E o�css, 9 y y RECOr.�rteENdE�8Y: OATE: °�° a��°a�]�� {��TY OF ��f�1��t,V L�-y �EPARTMENT DF AUBLIC WOR![S � � •- --_-_...�. ._.-•_-------_-_-_---__-_ ._.... . sH rEc. �n�c. srr ��:i.1J� �������v O�AL T�LL FREE � Nar7mnro. �y qy� Nfons FTeA�reC u�.inr 5Upe��s�c��7f � y � � �-SOa-227-260a As sHowM �� NO•43982 m tiCCEATEO 6Y.• �ATE: ���QJ���,II�(�, PRECISE GRADING PLAN � * * Dote: zNfl�s ti��'�4��^ TM 355,`d -- LdT 9� PA15-D783 o AT�sT rwo oArs v�,,;��, f11.RFCTQR OF PfIBZIC WOIiKS/CliY FNGrNEER �o p�r�NiNc, CML ENGINE�RING, CON5TRl1CTI0N CdH5UL7ANr5 ° HOPE LUTHERAN CHZ]RCH BEFORf YOU D[G --' --- - s Crvt�,� STpN�EY D. NEA7QN 29377 RANCHO CAL[FQRHIA RD., STE. 2a2, TEMECULA. CA 92591 ��,q �crs-' R.C.E. No. ¢�g8� R.C.E.No. �8274 • TELEPHONE 951-67fi-1018 ' FAC51AlILE 951-676-2294 ' '�o CONSTRUCTION N�TES �F � SHT� UNDERGRDUNp SERVICE aLERT�f SOU7HERH CAUFQRNtA � "" ""'-'". --.----_..__ _...... '� P.�T EC�3�00-t11�75-1LO WG1GW1➢1tJG�la75yreeis._GRk01NG_PIAH dwg.SHEETI,�I�3I?OSd 387 79 P Ft,�5'G To A�F vc3 CONSTRUCTI4N NOTES: � . . _ A --�___�_ --- .. . . : . . .. . �-. . . .. . . .�. � , , � �i coNsraucr 6'�nae-o p.c.r.cuea pER cirYs , . . ,' ,l••��1 j• '.. ,. : % [�x sr�H} ��__.�� '-�-�'_��� � ^ '.. : ' :.': . ....::.:''• - ' . :::'. .. r�G yiJ r� rr �- STANOARD N0. 20aA ' ' f. I f _ . ,�� _ ._. ����`-`�N����� CAL7RRN5 TAPER f' O2 CONSTRl1CT 6'CONCRETE C{JRB AND GLITTER PER � • ' � �ip�V�'� - �E7C 72��$��J� :_ r� y � ,� ``� � � � REF. STREET � � � r� � �c , � � ~ �r4 f�IrROVE61ElV7 PLANS + � e�rrs sza.Na. zao � � O3 COhlSTRLICT 4"THICK P.C.C.SIDEwALK PER CITYS ' ' � 'I ' I .'I •�,��`ki�"'r� � � `�y `__. '•,--- .�_����_``�� .� `y�~�, ����� DY�E-..0� STAN�ARD N0.A00. ' , � + . •! . � ^i . e � ... - "' 'J • � � � ' r � OCflNSTRIJCT ORIvEWAY APPRpACH PER CI7Y STp. ' ' + . � � � , ���-"+__~~'-`^---�--��--~'__"___^----^--��_--y^-�y,_" � 2�7A REFEREN E S7REE7 PLANS � `---_� ' � ��� ' f � k� � � -x--_- �'' o � I r , � -, 4,, . -. I� � . �.J " "_^- N � f 11 , � CONSTRUCT 12 1M�E CONCRETE STEPOUT ' � `r � ��.�� � �/ � ; - ` ~ ��.• . : • • �� • • . �'~`" _________�'-------------- --- � 1 � fi COYSTRLICT 4"A.C.PAVEiAENT OVER 4"CRl15HE0 �� I�� � rI I�t`'�� 4�J ��y�y � ' �� f�• •-.� � x ���y� ��p7.:yr 1 I+, 1 AGGRECATE BASE. � � � � a�i . I `-'�-�`-'�-� -� � �r� rf Q7 CONSTRUCT'fRASN ENCL�SURE PER 6E'fAiL 2 '(; ���� I'���Ik'Nr . . �� �9.8� �''. � . •-- ����`�-• �• • -- -'�-{� I �r SNEET R ANO ARCHITECTS SITE PLAN 20 l4 ❑ 2� 4O 5Q r • � �� 1�1+�y ; . � FL' .� � . �. .�. r����i�^^+J7����r�r��,�� �` � ' � i =_rf� O$ lNSTAlL HAN��CAP 51C�IAGE PER A.Q.A.A.G. � 'r+ " � 1 �� . , - -� �, l RE4llIREFAENTS. SEE OETAILS QY SHEET 0. 1 '� �Q � � S� 2.5� 7.�'D R1P RAP 21_2QFI, �l ' • • . r�� r � r• . ���_������ F + , �• � i� ����[STING 5MH) l9 �7'7L 5�]cZ$❑. �35 21 r .�_�� '���1�ri i_� --�� i + y� � �� 7 9 CONSTR�CT d"A.C.PAVEl�ENT OVER 5"CRUSkEO SCRLE: 1"=2fl� �- 21 4��Q=2.5-0CF5 75.70 N� _ � ti i ACGREGRTE BASE. 'o ' -_-�- � �2�3��25 E 378.i$' 15 ' ' ' - . �L"J +� � / 16.84 v� � 23.p0 r �x t � `tio � i0 CONSTRUCT 4"THICK P.C.C.TRAPE2CIDAL �'�� ti. q j��`` ��� y� -`�21 -:-.- - --_ -� ,� � y` `'`�,r,.� ' - _-y4�-..-.."..».... r:�FL`�. �:r��:�l�.:�'�J �1.�.!:� • ��lLAi � f i . ___ _ 19 CHANNEI.P�R"OETAL E ON SHEET A cy 7 � ' �,...� •� 35 . ` �� '-�`.���n'X�3��_7 1�F_-� - - ■ • 6�P:L1.E. . r � �yc � ...� � 11 N�T CISEO � , . � • . ,� 5 X 1�T� . ,''"f�� T7�40 .�8: T 2 -0 2 31 Q - - - iq� � - ... .y �� _ r w � ,� �. � � • 1 }s x�r � 5 r .� � Ft, rs.�fi� ,` j 7 x a" . z .s ` -. �'....� --- -� ,f I r � 9g r • ,.' ea ' . -+ ' � -�3FL 23.58TC; f • 1 12 INStALL SvntJG GnTE�nTH KNOx L�CK J J . '��.; , �� ',r rr r5�� 17 8 C+ '� . ' • � �2 2�"$�~^2+d •24�23TC =��n � t ` 1 13 REMOV�3-RA1��VNITE FENC� � , � ; f •; •� '�� . �.� 35� . � . � �G �'b_ � i 23.08F� . . 2��, � 1 ! i ��. . J, ' f, C.r . � 2�r � 7 t � � ,• s •�N .' �.. + ,.. .z3.73F"L � � i -. � 1 �2 r �3 v "'� , �+ � 35 w ' . �� ri t4 INSTALL fi"PER�pRATE�PVC ORA1N PIPE • ' � r ��i � � r � O�C S• --a` . c�• ti4� + o l + . . f , � 7.. Z �,�, � � � 1 , � . � �, � zs. c �°��= ` . + . ,f, -.� ��a�- , � ,sar�-�x .sorc �� - �,� � �.' �--- -� ---- ' • ,o •� ..: N, p , 15 INSTALL STQR�1 aRAiN CLEAN OUT � 1; ' • 7 . '� ' +� �•�� 1 r �r l S9 pF5 .i � � 22.T 7C � ��2.i9T�`� �"4i�--- ^ � ?{ �6'�5 �� � ! � - 16 EKISi 10'PVC SEwER A1RIN PER E�twfl 5�-84, � , • ;� ;: � . , � �1: r� r� .+ ��^�3,9�C•' �'o��, � _ 7 �a''��2"a��7�-�=":`_--,-- �_ _� �_ �:M! in � . � i +:� ���! �. � - • O.Zqr 2� ,..7�82 � i g• 2� 65F5 - � '�fi9FS' ��.•� 23.82F51 ��_�37��- 5.85T� � ' ' �76�'aIW f SHT.3�9 r ' ' � , � � ��� v ; ��3` 1g�` ` i 6 � .� __ 24.55F5 C T 17 E7(iST.12'C4�1&C EFF FM PER EMx'D SQ-175fi I + ; . r, +� � '1 . � 3. 96T~ `7��5�Y ! '�" -��•-....... �. 5.15�5 (�� ;•27.a77 �. �'°o � 27+�O.p2 �-. I r r .� �,� •ry '��t9•4ST �p;'y �t 5 -'r r,, . """ .......,,.r..........»....�....� „_, '-• ?� 2fi.5 � 2$.3 TC. �' � 1 19 CONSTRIICT 36`W10E C�NCRETE V-�ITCFt P�R 1 , . ;,� , r ; i �s ' r•+ � �, s � � � �arC 5 � - .21�.=r�' ' 2z• T' 'f; �-~-_� � - ' � •-- • �� 7�g- I ' + f OETAIL 1 SHEET 4 � ! k lr+,f,�•��� : � 9.g�. � :. ��1FS.. �OY � 2t 7 � 21 _ - �;��- �� ,, � - ._ . 74 �`""-`""�..,..�,_,. ...27:$2F5 '• I, t �. . 14 CdNSTRl1CT[NFILTRATION TRENCH Si2E PER PLAN + ' � �-�CI • 1 ��.[��; 14 � ` r S � �14: �a.7 1 "��8,g 22, ��S '{� ' 7'�.�1'-X.,3 15 . • • , 3 r � I ,f ` 1 � , � � �T� '� 1 .t ��TC.� 21.87TG �Rx.��P:_ �� • � .. �5 fa25 �w I� '�� I � � . 1 �.� � � � . �� � � ��� � r T> > - - _.-�����--��.... �� � 7{y CONSTRUCT BID-SWALE 512E PER PLAN 1 f : , . • ; ; ., �! 7.,� . ' �44 15 "� '�-••••••�• ••- J . , � f ; , �� +� �u t. 1 ' `•; �j '�'=.' r �: 5 � �20.�_t2INV.... • � } D - 1 ;-- 21 IN570.�L 6"A05 INLINE ORAIN V! ❑DI.IE GRA7E OR f '�•. f . r . j� { pg -J �r v . � f9. - 22.45 � ....,_ • ^ i ' yy �: / I r � , � , r �n!'t � .�8 _ 2 g�5 8 ' �2'7 C r A �FL �~'�' ` '� '�n � EQUAL� f ,.�--: ; . ,'� ;�; ,• :•rg,7 r� '`��_ �s `� r - 2.z�s . � za. ,- � � zQ:�zrn,v � 1 �� .' I�•. ` _zs � D�C� � �- CONSTRl1CT 0"ClJR6 FACE PER�ETAIL S SHEET 4 • ' ' � � � • A9� i � I 9 . Z� rn' � 23.32 + 'i `!. � . ! � f _ . I . , �� ��, • r';k ,, , ,��o + o.� , �.z J. - 1 �_ � �'s r �............. _.... h J F PRoposEo Q � ��_.-., -s FH, o � _ � - � , ' `r � , � 1 fis_ �o- � z.4,�r � .; '� EASEMEiV7 • Q + '•+1, f ' � a 1 p 2p L r �' ' r. � ' a� 1 •• f"'••--•••-.................. ... �� , sR, 'I �5 _ .�... 3 CONSTRUCT P.C.C.Gl11TER PER OETAIL 1Q SHEET 4 Z� . !�� • � r C j � �.+......................... + , � � �' r. tio`� � 2 S r�fe�Y• � ' � � a. � � I. �'-�,� 2q _ � �, �..' . J .g� 1 fi h i � � 24 C�NS7RlICS 2�CURB OPENING PER pETAIL 71 SHEET ^'��'�, , �. ' , I� r' ��+ � f f 4 1 �I���� ��� . 6 �? , �� ��'� 2q �4.�5 � • e+ � �� t � � i 4 p•,t!' � f' 1 lar� +\ � 7 1`J vl•'�� fat ,�j ...�r. ti. 8� � 1 ' / , ' _, , , f r,� w. � 7J 1 ` - �� �S 8 �r -__ti�--.� � ~ � � �. Q5 Cflk5TRl1CT ACCE55 RAH1P PER REFEREtJCED DETAIL �' �; J + � � �•• 6 � � `r O % '� ' I �,L� _ 4 � � r � � � �tr��2 f- 29,p � '�` �ti � •l ,� n AS NOTE❑ 1-. , �r 1 J � ! 13 r•:' N Ir f r � �29 8F . " I 2�5 PROPOSEO LAN65CAPING PER LANpSCAPE + � : f I'.�' � I�� �+ r - a ;+�x." 24 1 ��'1$r � ! ��.SrF� ,B �' � � . �:�' � F �p� �. � '+.` ' ,-� + + .1�❑ f � 5 � • � Z ARCHITECT�S PLANS � l f-('�j •"' 1 � � � 5' �. ry �' `23,-j�.IF` -^�. . .1!x� �: � - r f INSTALL HhlEEL STG'{TYPtCAL} �, . � , f•� �'���i� r r J 1 r- .`� 20 ,r ^��� r � �-+, r � . . � Zq 8� / 1 ? � �� I I'`J � i� I i cn: , �, r pZ ' 8p. � � i';J.': Q � m � { 4. 7. � 8 1 1 kg�- � � , �� ; 8 PAlhl7 4•v�oe wri�rE srniPiHc �1�'��'-' � . � '`.', ;.�:•,+� � ' � z _s�c���a ' zt,ssrc' zi� F..•"+ , zz.� ;' + + 6 : .- r . • 1 , ' ' � � �: 1. ',� i Q l; . �g E1(iST1HC PflWER P�LE T�BE REhSpVEO AkD POwER �' f � , a I.�' rd•,� .`+�'��� � ��=.Zr.'�8Fg 21,�82TC �1 �8,$dr� � 5� r� � � / k � ,�•�: I � , i j' � � � i �0� � � � 5 52FS � 3ZFS °� '�2r �� � � � � � 0 �INE TO BE iNSTALLE❑UNDERGROLrN� �' . a ' 'r�,• r' � 1� �' ' 1. �' `�-' � � ,�.�.+�r � 1 � - �Z•$6�' ,.�... �� 25� . '�I�{ ;I I I � � h � INSTALL OETECiA[3LE WARNING Sl1RFF,CE 36"h�IN AER ' [.' . f ' � �14 � 20.8jr �� � J 0 26 ' [ 15 ? J��C 1 + ' + + ; � I � ; : '1 f � : i I w � t CALOAC MAHIJAL(TRUNCATEp OOUES] �•'.j, , '• . ,� r • �' ' �� � ��.31f- � Q4TC��� _. 5 S 23'QOT +D � J ` I 'I� , ;t -� : � � S I 31 IN57ALL 100LB MA%GRR6E0 ROCK RiP-RAP PER - , � � , '��� '!�1� l � •�$.` � f"�ti ��.5pF-g��qf + '' ! � H�PE L�HERAIV 1 � I�;�;� ?� :I i .�!--� i �ETAIL fi8 ON SHEET 4 . � . , . �, .� ,�•J r 1 � •' !�2. �'�•g,r �� [4' ��l ` ❑ � ' 0� E--� i 32 1NSTALL FACIh[G CLA55 ROCK R!A-RAP-1�'x8'%2'0 ��I+ . • , • ;r� ' ��r�� I i.•' 22. � � 36-� - Z A�1 CHUR�CH y � �q � ��:•:I7�f j .I {.� i Q i `� osT� 33 IhlSTALL AQA CQMPLSANT HANORAIL PER ARCHITECT'S PLRN � •-� , � � ', � � r'��,� �� ��-.I.•' ..ZT S2FSi Z�.97 r 5 r fi�� •� . +� � ~ � 8� Z9•8 i:�:�. I;� I• '� ��'� � E = i '-i ._, 2 � • is� , " FF=142�`9� s f as�,,� ' � i a:, rc r 's� � I 3�. �] / �-5 � ; f .� I 1 � s� 34 GRADE SIYALE TO ORAI4 1R�i1N GRAOE R:l�1AX S10E , , . 1''� 1 47� + � �, r 1 PA0-i02 9 � �''; � _I SLOPES ' f , , . 1T p; � r. r + r��` ZS� 2�' S � p2.ss r a:e �'� �-•-'�� ' f r f 'i �REF. TE�ET� �� ;i., 35 INSTRLL 6"PVC/ABS ORRIN PIPE,�x M1N GRAflE • ' , I 1 �i + � 91$5p��v > > q6�C �2 9_�T � � � `,�J , - � _ :i: � � � ' l r �5' !I '�a � II NPR�vEtiiENT PLRN , "_i �� . ,j 1' h �j ry 1_� 1 S�f IFse � 7 l� ` � :� ^': ! `F 8Y T. C. 1PlC. j 36 IN5TA�l 8"AVC/A65�RAIN PIPE,1�F,SIN GRADE , • , � . 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I �� �� �� I�"'7 i �l ��`S'���I R£YlENEO FOR CG.IPLIAN'.�YfITH � ,+1�� 1 I`, : '� '�,w'r_I-�ti � � I`i y , ' . � - --'•------.---- ri- . � T[TLE 2s�ISApLEO ACCE551�1LITY OALY +++ � I ! ; � �h. �:. 1� '�. �� . '. � � I .' • .� �� . . . . tiJ`'�, r-�' • y ' APPF20YE0 BY• i� . � � '� STEYE L0.�1cENAlI DATE ���' � nnrE ar REVISIONS �cc'o 5�'�� aQsrgned 8y a.ewn Ciy Checked Dy SHEET No. �� Y � �� - SCR�� e�F�s+p�� S� TEC, rt�C. SN �FCO�MENa�a BY: CnTE: ��°�r� r,�Ty Q�•�����,��A QEPARTMENT OF AUBLrC 1N4RHS � OfAL TQLL FREE �' .�� ��� �����{� M�riian.'a. Qy;,+ �f�ns Yrepn�e2 eln:le�ti�p.rvisic�il� � '• �-5��-2��-264� AS SfiOWN--- :�v'Nv.43982 � ACCEP7E0 bY,� �A7E: 1� ����[,`�',�`��,�(�T{�. � � ---__..__. . ... .._____---__..�.__..._...�---- * * aQte: T�o�s W���__ —ER�SIDN CDNTRDL PLAN— v AT LEAST TWO DAYS v-rr�o� Sa D+RECiQR OF P�Bcr.^.Wi7RH5/C1TY FNCINEER �pND P[.fINNING, C[VIL ENBINEERING. CONSTftUCTIpN C�NSULTANTS . ° H4PE LUTHERAN CHURCH B�FORE YOU oiG ---- v c,,,�,.� Srnr��Fr a. N�rranr 29377 RAI�CHp CALIFQRNW R6., 5TE. 202, TEMECULA, CA 92591 � ��q �r.aa.-1 R.C.E Nu. �3482 R.C.F Na. �8274 � TELEPHDNE 951-676-1p18 ' FAC51hlll.f 951-67fi-2294 � :°� pY,A,N ��EW & DETAZLS DF 5 SHTS llHDfRGRdUND SfRVICE aLERT OF SOUTIIERN CAUFORHIA P.1T EC11DOu'sV 075-11�WGW AADIH 73015 Pndsr�G RFO]NG Pi►H dwp,5 HEE?5,717;17aI6;a7 i4 PM,0 WG io PD F p c1 Water�uality Management Plan�VVQMP� Hope Lutheran Church and 5ch�a1 �} . .` Appendix 3: S�ils [nf�rmation Geotechnlccrl Stu�y and�ther lnfili�rat'ror►Test�ing Data � � Page � 43 12-1-2�7.5 � � € _ �� 1 t€ ! � � PRELIM�NARI� �E�TECHNI�AL � �NVEST[GATI�N � � � , � � l�C]PE LUTHERAN CHURC� � � LC]T 9 TR35�� � ' � PARCEL II�AP B��� 56I�3-�6 TEIIIIEG ULA, G�►L�F�RNlA ��� � �� � � � � 1 � , � � � � W E � �� C. . � : � � � � C�T � IC�1. E� ViIR�� ��IAEN �� PREPARED FDR I � I ' t�h� �TE I� '!._ . H�PE LUTHERAN CHURCH �1C] TEMEC�LA ENGINEERING CUNSULTANTS � 2g'14'I V�4LLEJC3 AVEN�E � TEME�ULA, �ALIF�RNIA 9��92 I � � � I�AY �, �47 5 PRC3JEGT Nt3. T��3�-�2-�'� � s � ������ . �� wEST, rrra. - . G � a T � C H N I C A l ■ � �1 V t R L7 hl t�[ E N T A �, ■ M A 7' L R � A L 5 � ; Proj�No.T'ZG3U-Z2-fll, � 1u.�y 28,�D 15 � � Hope Lu�l��an�hurch � . � 32819 T�mecula Parkway,Suite�3 Temecula,'�aliforni.a 92592 Att�ntaon: M�r.Neil Nevi��s � Subjeet: RESPqN'SE Tfl R.�VERSIDE C�irNTY�tEV�E'V4���MMENTS DATED,J�]LY�3,2U�S,GEC�42440,TEMEC�ILA CASE PA15-07�4 � . H4PE LU'�'I3ERA�T CHURCH, � , LUT 9,TR355�,PAR�'EL MAP B��K.SG163-�6 TEMECULA,�AL�F'O�A Re�'erences: �,} ,,�r�elimirrary Geotechnrca�' I�avestigatiora, H'ope .Luther�an Chur�c� _�ot 9, �'ra�t� 35�2, � Parce111�tap Baok 5��63-�6, Temecula, Ctalifar�nia,P�oj�ct T�63U-2�Ol,,Prepared by Geocon 'L�Vest,�c.on May 5,�U 15. . , ��Faud�Hc�ard Im�estig�tio�t; I�ape.Lutheran Churc� .�ot 9, �'R 355.�, Farce�Map �aok � 56/63-66, Temeeulc� Calafor�Mra, Pro�ect "I'2G3Q-�2-QI, Prepared by �eor.on Wes�, Inc. on - May I2,2U1.5. � J I3ear Mr.hTev���s: � ' Gec��an �est, Inc. �Geacan} has prepared�this respanse�o R�ive�rside Caun#y Re��ew Comments (GEQ Q2444 Ci�r af Temecula Case Na. PA�5-47f4 dated July 23, 2D�S� fflr t�� propased Hap� Luth�ran Church.devel�pmen�propased on Lvt 9 vf Tz�act 3552 in the city vf Temecu�a, Ca�ifornia. This response prov�des the��v�ew comment fallowed by Geacon's respanse.far ease of reference. The Rev�ew�etter is append�d herein fvr completian, Comment 1: 2�te consul'tant shnuld p�vvide a�y u�ditiorral i�f�rrrautionldatcx�i.e, stratigraph�c coa�rQla�iora with cmy other uraits i� the�icinity, es�mate with cr�oSs�sec�ion af mate�r�xls�emaved during prior gradirag, etc.}. R.esponse l.; Based on �he �[.FSGS 7.5 Minu#e fopographic map fvr the Temecula Qu�drangle (I�6S, Phafoxevzscd �.975) or�gina� site elcvations were approximately I�40 feet MSL. T]vs . �Ievation alsa correlates with current roadway e�evatians at#�e southeast�rn pvrtion �f the . si�e�rn Vallejv Road.The site�grading p�an ind.icates the current sit�e�evation at the�oca��on of#he faul.� #3rench �s 10Z7 feet MSL. Th�refare, it is est�mated that �3 f�e� af cut was per�orm�d af the fau�t�reac�du�iing pas�grading opexatians. These ele�ativns alsa coi�xe�at� tn a site �o�a�ed�mrmediately southeast of the gresent Hs�pe Lutheran Chu�ch hu�l�ing. The � , ' , � d15T� Caming P��ca.5ui1a i41 ■ Muc�ie#�r Callfomia 92ab2-�'��55 ■ Telephorte 95T.3t].4.23�� ■ Fax 951.3�4.239� � sxte zs �o�afed appraximafety 53U feet svu�hwe� vf the subject site, w�here a cut s�ape expvses sediments firom ele�ratians ].�Z8 to 1040 feet MSL. This exposure p�a�zdes a view of�a.e sediments tha��exe cut�rom the suh�ect site. '9�e did not obser�ve faul�ing�wi.thin the . cut slap�. There�are,based on�he presence of the fau1�at 15 feet beiow ground sw�face an�. . . avsr�ain by a paJ.easol within the Pauba�13 fee�of cut p�us 2 fee�be�aw ground wi�hin#he� fau�� trench�, it is Qur opi�7ian ��a� ths faul�ing is oldex an� likely a locali�ud se�onda�y � �upture. Camment�: The eonsul�crnt states that the fault at thxs srt�does rrvt pose.cx rupture hazard at the site but, la�er s�crtes that sympat�ietic rupture as k�own t� �tave accur�red on ina�trve faults durirag seismic �ven�s. Please explaira the d�sr�rrce bea'we�n what appQars to be tlze corrsultar��'s . distinctio�betwee�t p�imar�fr�udt rupture and seconda�fau�t rup�e and how this does not � � require avaidance. � Response 2: The fault observed on�he sit�appears fo be vlder and ioGaliz�d�as discussed in Reference Z. Based on�.e apparent 1i�mited�xtent af the fau��a�d its pre-Holocen�age,it is titkely a result � of secondary xup�ure during xegional faulting in the area. Regiana�faulting in the��cinity af � . the site is acfiive a�ong the Wzldamar Bxanch of�ie E�sinore faul�. yL�'e did nvt observe � e�idence tha�wauid sugges�that secnndmy rupture has been acti�e wx#bin the Holo�ene or �� . #hat it pos�s a ground ruptu�r�ha2a�rd a.�the si#e, Th�refore,�ased on�he evidence�bserWed, �� . we da not bel�eve that a�aidance such as bui�ding setbacks are wa�anted fa�r this srte. Comment 3: The consultartt sho�ld�rovide the engineering data.u�iliz�d to ennelude a ma�fourrdatian�s adequate rnitigcrtio�a far grour�d rupir�re at tT�is site. . , , Response 3: Alt.hough we dv not an�cipate se�vnda�^y groun� xup�.ure t�a o�cur at �e site, we have . rec�rnmended a mat founda�ian�o mitiga�e�tx-uctura�damage in the event s�condary ground . rup�.ure did oGcur on the site during the life��me of the churchlschoal ,stru�ture. The recomr�endarion for a mat foun,dation was provided ta mitigate g�raund xupture based vn�the � an�icipated t�pe of�possi6le s�conda�r fautt mvvement �t ths site. If seGvndar� mc�vement does occur, it is �ratic�pated �o mo�e in a s�rike-si�p manner rather than i�irough vertical displacement. �3ased an the anticipa�d �a�era� direc�ian of �he fault movemen�, a mat � founda�on would be better ab�e tv r�ai.n sixu.ctural int�grity f,han a conventiozaal sha.l.�vw foundation sys�t$�n with a �ancre�e slab�on-grade. T1ae prv,��c� structural engineer wQuld , . . pravi�e engi.n.ee�cing ca�.cula�ions�or t�Ze founda�iQn desi�ta�he Ci�of Tem�cu�a bui�ding � d�paxt�ment fo� appr�va�. Geotechrucal recammendations far design af a�ma� foundativn � were provided in.our Preiiminary Cxeatechnical In�restigatian�epnrt tReferen�e ].�. �� Frv,�ect No.T2b34-�2-41 2. . � ' �uIy 28,�415 � �f ou �a�re an uestions re di thi� re ort or�if we ma be of further service Y . Y q �' � 1� � Y , please �ontact the. unders�gn�d at your con�enience. . "�'ery ixuly yaur�, ��ypNl�t �+�� �. . �Eocvrr wEST,Irrc. � , � o�� u��. ��� � � � � B � � 4��ES . , � , �+�o� ��ir ,��'��•A°� � � �CST �' � � � � � .��, � � � Mo.,�� '� Lisa A.Bat�iat� fi�At � �het Rabinson � �� CE�23�d GE�89� . �� * . ��' � Attach�ments: Limitat�ons and Urufoxmi�y of Conditzons � � Ri�e�rside Caun�y Review Sheet dated Juiy 23,20�S Distribution; �ity�f Temecu�a,M�.�ames Atkins,de�ivered � County of Ri��rside,M�r.David�ones,pdf Mx.Neil.Nevills,pdf �f � . � � ' � � � ,� . . Prc�ject No.T2634-22•4i � 3 • 3uly 28,�4i 5 � �u r�� n�v�r���xa. �ru r�n:��t—�oa�^�ar.t .rul �1 �ul� t��:[� h'.�l11 - Y � � � � ; � � .. � h . 4►� � ... � � � � �. � � � F`,, �•� �r�� � �• � �� � � A7i�P�� 7f Di�TN • P1'�ai��'itg,Dxtet�t0r ru�.�������5 �'a��s��in.G�u�n�#�s��ve�� C��'o��'���.1�,�'�a�.ng D��axfin��,t � FA�: ��5���9�w6�77 � �,��i��:�'a�rn�s At�ains �E� ��v��w�u����G��Z4�fl � �x�;y�#'�'em+�,�r�� C���I�a.�.�,�5-�7�� � . � � ��untji ���I�gi� i��p�rt ��g l�v_�2��.�, �u�m�t�d ��r �he �ity �f �"�mecul� P`ro���� PA�IS- �7�� �Hap� Lu�h��an Cl�u�chy �a� �re�a�e� by �E�CC�N �Ilest, �nc_ �nd � i� �n����d . "Pr���min�,�r G�����h�icai In��$ti�a��n, Ho�e.Lu�F��r�n �hu�c�� Lo� 9., 'FR3���,'P���il l�ap . . svok ��i�3��� ��rn�cu�a, ��l�fia[�i�u d�ed �iiay a, 2��5_ tn additivr�,����]��N p�-e�a�d t�e �al�owir�g repr��t��r�hi� pro;�c�: � � � �� "Fau�� Ru �r�re Ma�a�� �n����gaf�on, Ho e l.u�he��n Gl�ur�h, La# �, �"����2, P�rcei Ma�p 6oak _ l� . p . . . ���I��--��,.T�m�cu�a, ��11�c�rnia" �a�ed May ��, 2�'��. � : "�h�s d�acur��nt�� h�r�in in�rp���ted ��a �ar� ��GE�3a�4�. . ; P�ia� �o•sc�e�u�mg �hI� �r�j�� f�dr p�a�l�c �earit��; �he �allQvu�n� c��r��i�tion andlv� �ddi�anat . ; �n.�orn��.t�a�n.���l! �e s�ubmi��t��n�C�un�[y���1�gi����r reVl�►nr and ��prov�l: , � . �.. 'T� �n���tan��h�uld pra�d��r�y ad���ic�nai �nfnrr�a�sonld�i� �i.�:. s�ra�i���phi� cc�rre�at�an wi�� any a��� �ni�s�n#��v��in�t�, es'�m��e�rvi��cro�s s�c�on af m�te'rtaf� . ' r�rn�u�d du�ng p�r�r gra��i�n�, �tc.}. � . • 2. Tha�o�su�tant stat�s�e�au�t a�thi$ �I��does na�po� a� ru�a��r� haza�d �t��e �i��� . � �ut, ��t�r stat�����yCr���#1���� ru��ure�s kna�rn �a nav�+��ut��d on in����e����t� du.r�r�� ���sm�c e��n�ts. �'le�s���piair��he c��f€���r�c��"�i�re�ri.wh��app+��r�to���e �an�uitant'��i�tin�ion ��ti�reer� a primary fault rupture �nd��t�ondary f�ui# r`u��ari'� �nr� hq�i�nr��s d��s n�# r�q��r� av��dance. . . 3. 'Th� ��nsu`'t�n��hould �r�vid��he�ng�ne�rir�� da#.� utiliz�d���nclW�� � m�� f�u����i�n i� adequ��e rnitig�tivn f�r�ra�r�d �u�fur�at�his s�t�. . � . f�tyerside�3���4�p l.�mc�n Strea�, �2fh FIoaE� aa�r,t�f�c��7'?'S8$El Duna�Court J • P,�.,Box 1�09.��►rqr�i�e,�alaf�m�s 9��f1�1��9 , Palm ae�e�,�aii�rnt� ���'I , ' , . . „_ (�6�3�55-3�Q�-,F�x {95;t�955-i 8i� • • :�764�.888-8��7 w•Fa� �'��)�63:����5 w 3 � . a.w�...r...w� . ..ti..r:..w .. � r ��. ,. uv �+� ��� vaiaiuc �r� za�.a:.ri--a:.tv"IVft �Lif GJ LUI� I�:�� i'.1J� . , ' . �� �������� f� n�s�ed�i��� no ��g��n��rir�� �'�view��t��� repar�or��r�r��� r�viev�v�p�-ovider� bu��d�n�.va�s �n��rm��i�r� ��'e e1 p����hl� ��v��w. �'4�m�I revi�w��engine��ng d�s�gn � an� ��de dat�rnri{1 b�e r��de by�h�Ci��`�em��ula, �s �pp��p�riat�, a�th�fiirr��o� �ra��ng ��dl�r b��t�xng �ermi�sub��tt�i,�o�t�e �i�y. 7han�yac�f�r�h�.ap���tuni�y t� r��i�w#l�i� c��e for th��i�y c�Tem��ul�. F'l����ca�� me����$�'�� 9�5��8�3 �f y�u h�ve �ny a�t���ions. ���ce��iy, ,��V�R�iD� C��NT� PL�NNiN��a��`��T�I�NT . 5t��ren Weiss, P�ar�ning �ir�c��r . ; • ' . , �� L, ��r�e�, G�� Nv. ���3 � : G�,������n����n� �eaiQ�i�t, T�.�A P�annirtg . �`__�� , c F�x: 9�'� �'��-��5�4 ' cG. E#��f�ep: f�rt���ul� En���e�r�ng �an�u[t�nta, �� . � � �� �+►pp�.ic��t. H�p� L�the�n ���ur�h and ��hv��, ��x. �9� ���4r�4 ���C}�.'�1l�st, lnC., �ax: ����)3�4��35� , . . . , � . g,t��t�l�y1�"�m�cuta Re�ri��1�EQ���4��omm�nt�PA��-4���,d��x . , � . � . � . �i , PREL�111lINARY ���TE�HN��AL I NVESTICAT�C]N H�PE LUTHERAN CHURCH L�T �, TR3�5� PARGEL I�IAP B4Ca�C 5���3-�� � TE�E�ULA, CALIF�RN�A � � � � � � ' # � � � w� E � c. � � � �T� C� 1�AL � PREPARED F�R E ��R�N��1'4�� a CUl� �TERI� �I.S H�PE LUTHERAN CH�JRCH �I[� TEMECULA ENGtNEER1NG GC)NSIJLTANT� � ��'�4'i VALLEJD A11ENLlE � T�ItiI�E�ULA, C►4LIFQRN�A 9Z59� � � � � � � � � ' � �AY 5, �4'I a t PRC]JE�T h[D. TZ��fl-2�-�"[ � � � � � ������ � � W E S T, I N C, G � 4 � E � I� h! � C A l ■ � N V I R 4 N M � N T A L ■ Nt A � � R i !� L S � , � Project hTa.T263�-22-41 May s,2015 HD�?�Z.tt�1�T�ll C�l1iTC�t 32�8I9 Teui�c��la P��ukw�y,Suite B Teiuect�.a,CalifoXuia 9?S92 A�ten�i�n: M.�.N�iI N�vi�Is 5ubj�c�: �E�TECHNiCAL UPDI4TE IN'LTEST�GATIC3N&INF�LTRATIaN TESTI�IG HC]PE Lt�"�'HERAN CHURCH, L�T 9,TR3552 PARCEL 11�iAP��[]K 5616�-G� TEMECULA,CALIFDRNTA Dear Mr.Ne�ills: Per yaur aut�io�xza€tian vf�eo�on Pra�asai IE-�372 d��ed FeU�ua�y�7, 2D1�, aud yaw�authaz�izat�ou, Gevcov ViTest, uic. �Ge�cfln}here�n subuuts the results o�our preluninuy�eatecluucal invesMgatian aut� �e�colai�ion tesring for t�ie subj�cY cll�uch developman�. Tl�.e accv�upa�.yin� repv��t presents vt� f ndings, coa�cl��sions and reconvuendat�ons }�e�-�aiuing to t�re geat�chu�ical asp�c�s af the proposed de�el�pmen�. Tlie stt�dy alsa i�ncludes an evalua�ian of#lie �,eoiogic tuu�s avd gea�ogic liazcuds. T']�e �� �eca�.enda�io�s of#l�is stt�dy sbould Ue r�viewed ouce fnal project plans are ds�eloped. Base�an -- tl�e resu�ts of�kus study,�t is ou�opix�on the site is cons�dered suitabf�for��e pro�osed de�elo�an�ent provided tlie xeconu�endations vf this repoi� are follo�red. Genco� is c�urently �anductiia� �. fa��l� iv.��sriga�€�n for t�ae site that will Ue subnutted under separ.�.te c��er. 5liau�d y�u have any c�ues�ia�s xe�a�din� r��is �eport, ar if �ve �nay b� of f�u�€�ier sezvi�e, ��ease cout�c�t}�e undersigned a�yatu con�eruen�e. V�x�a��y yn«�-�, GEaC4N R�EST,INC. ���NAL G�` �QA�F�•Ssj�ri' ��a 4� �q� ,�E.RC7�� '� p� usa�. a � .�� � � `� Pt�fl�lE "� W � � � G � No.2�gp �' , llVq[N�'Ei1i�p �k ��� � . J►� GIECK�ifBT '� ��. 7� Lis .$atti �a -� �flF t,l� �l�et E.RoUiuson �' CA ��CA�.� C �G 231G GE 289U DR.L:CER:LAB:I�d Disti�.vutivn: Adc�ress�� Temecula Engineez�ing Co��s�r�taats,Attv.. 5tanley Heaton ��1 41571 Camir�g Place,Suite 1 qi � MtlfCt6�p�California 92562-7Qlr5 �I Telepl�one 951.3fl4,230€7 ■ Fax 951.3�4.23g2 i � TABLE pF GDNTENTS �. P'CTRP45E ANi3 S�DPE......................................................................................................................1 �. STTE AND PR�J�CT I]ESCR�PT'��N................................................................................................ � 3. BACKGR�LTND..................................................................................................................................2 4. GE�LOGTG SETT�NG.........................................................................................................................2 5. GE�L�GIC MATER.IALS ..................................................................................................................3 5.� �eneral........................................................................................................................................3 S.� P�eviausly Placed Ai-fi�ficial Fi1�{Q�........................................................................................3 5.3 Fauba€Sandstone Fo�-�natzvn(�ps�.............................................................................................3 G. GR�UND�A'T�R..................:............................................................................................................� 7. GEi�LDGXC HAZARI]S ......................................................................................................................4 7.1 Fat�Itin� ...................................................................................................................S _ �..................... 7.� Seisuuc Design Parameters.........................................................................................................S 7.3 L�iquefac�ivn................................................................................................................................7 7.4 �xp�nsi�e Soi1............................................................................................................................7 7.5 Landslides...................................................................................................................................7 7.G Slope Stability.............................................................................................................................8 � ?.7 Tstu�amis and Seicl�es.................................................................................................................8 �� __ 8. STTE INFILT"RA'T��N..................................................................................................................---.....8 S.� Geueral........................................................................................................................................8 9. C�NCLUSI�NS AND REC�11�I1.I2ENDA1'�C]NS.............................................................................. I4 �.1 General...................................................................................................................................... �p 9.� Sflil.Cha�act�i�is�ics................................................................................................................... �I �.3 �'x�adi.ng........................................................................................ .. .......... �2 .... ............................ 9.4 Eai�wrork Gracling Factors.......................................................................................................].4 �.5 Settlemen�of Praposed Fi�I......................................................................................................14 9.6 FoYwda�ou a�icl Concrete Slavs-qn-G�ade............................................................................... 14 9.7 Mat Fouudations....................................................................................................................... I G 9.8 Ext�r�or Gavcret�Flatwork......................................................................................................18 9.9 Cvnveuti.onal Ret�iniu�'L�'a11s..................................................................................................18 9.T 4 La.[eral L�adv.�g........................................................................................,................................24 9.I 1 F�e�iuuua�.y Pavement Recauvnendarions................................................................................24 9.12 Site Drauiage and Moishue Prate�tian.....................................................................................23 9.13 Fviu�dario�a Plau Revie�r...........................................................................................................�3 LIlI�ITATT�h�S AND Lfi��RMITY�F C4NDIT'ZUh�S L�ST 4F REFERENCES LIST UF AERIAL PH4TQGRAPHS � �} TABLE �F C�NTENTS {�ont�nued� NfAPS AND iLLV STRATT�NS Figiue �,Vici.nit.y Map Fi��u�e 2,Geotieclinical M�p Fi�u�-e 3,Rive�side Gouu�y Fa��l�Ha�ard Map Fi���re 4,Slope StaUility Aualysis Figure 5,WalllCa�un�a Footin�Detail Fig�ue 6,WaII Drainage Detail APPENDIX A E�PLORATQRY EXCAVATI�NS Figu�es A-l. t�uougl�A-'7,Logs of Test Pits Fi�u�es A-8 and A-13,Perco�atia2i Test Data APPENDI�B LABL]RAT4RY TES'�'ING Fi�ue B-1,LaUar��a��Test Results Fig�ue B-2, Grain Si��Dishibu�iou Figtue S-3,I,7i.z�ect She�r Tes�Results APPENDI�G GE(JTEGHNZGAL REPf]RT A.ND�U11�iPA�TTn�i'TEST RESULTS,ENGEN', 1999 APPENDIX D �J1 REC�MME�DED GRADXNG SPEGZFTCATT{3NS J t' � � �� PRELIM�NARY GE�TEGHIVICAL INVESTIGAT�4]11I '�. PURP�SE AND SCQPE Tliis r�port presents the results of aw:ge��echuical in��s�.gativn for a propased c�.�uch ciev�lap�uent on a �.93 acre pucel �o�at�d iuinaecliately sourli��rest of Vallejo Aveu��e, uv�thwest of t�ie e:�isti.ug cbcucli aud schoal blulciiug iu Temect�a, �alifoi�a �see Wr.'cir�rty�lap, Figure I}. Tlie puzpase of ilie �uv�stigarivn was ta evaiva�e suvs�u-f�ce so�l avt� gealvgic caudi#ivns at the site aud, Uased on the coudinans enca�u�tezed, p�av�de recomuaendatinns pe��taiuu�g ta th� geotec�.uucal as�ects of deWe�ogui� the prope��ty. Tlie Co��ceptr.rcr�' Gs crdit�g �lcrrr pr�pared b� Teruecttla Et�ginee�7n� Gnnsultan��,Tnc. �20�5)was p�o�rid�d as a i�f�revice for our iuv�stigatiov. 'T�ae sca�e of a�u investigativn va�luded re�iew of the gre�ious project repai�t vy EuGen, sequenti�l stereoscopic ae�7a� photogra�hs, �,e�Ia;i� u��p�.ug, suvs�uface ex�larat�an, percola�.an ��,st�ug, la�o�ata�-y �esting, eugineezu�g ana�yses, and the pr�pa�ation of �.i�s �epoz-t. A sununa�y of the v.�fni�uation reviewed for�lus s��dy is presented in the�zst af.ReferefrGes. �t� field iu�esti�a�€an u�cluded exca�ation uf seven �eatechuical test gits a�d six percotatian tes� excavatiaus.A�pendix A�z�s�nts a dascussion of the f e�d inv�stigatiou�nd includ�s �ogs af tlie�es� pits and ��rColarian test �-esu�ts. T�e app�-axuuate �aCations af the exploi�toiy ���avanons a�� 1, � pr�sented on the Geatec�2rrrccrl �c�p (Figtue �). �e perfvnued Iabarat�i�y tests on sai� sau�p��s obtained frana���e ex�la��ato�y exca�atians to evalua#e p��-tinent�hysi�al atact�heiniGal��ap��-ties for e�.�in�eriug aT.ialysis. Tl�e resuF�s of t�t�1�Uorato�y�esting are g��seut�c�in A�pendi.x B. References tv e�evations pz•eseuted ux tlus ��epvrt ar� based ov tlie �le�atioi�s in t}.ie Co�aceptrrcrl Grcrdir�g�'lrrt�. Gea�an does uo#�aracti�e ui the fie�c�of land s�.uveying and is uat responsiUie far th� a�c�u��y af such��pographic informa�ion. �. SiTE AND PRpJE�T DESCRlPTIDN Tli� site is an ure�ilarly sliaped pa�ce� �ansisting v�'2.93 acres. It. is Uoiw.�ed an �e nort�ieast Uy Va��ejo Avenue; on tl�e southv�rest Uy I�i�erstate 15 (�-15�; �lie nortliwest Uy sin�e-f�.viily�:esidences; aud the svu�heast �iy exi.stin� Hope Lutlie�au Ch��rch. T1�e �.ega�Assessor's Pa�ce� No. is 922-17�- aQ3.The site coordinat�s a�.e 33.482�°N 1-117.1398°�. �e understaxad tlaat rhe s�te vvill Ue de�elaped as a cliw:c�a wi�l�a sin�le s�xuc�.ue to Ue located uea�tl�e c��ater of the si�e wit�i park�ng iots w�st aud sau�h af�I�e building. We lia�e ass�un�d that the sh�uct�ue will incaYporate cancrete �n.asoYuy ulut (CMU� walls vr wvod frame cavsti��ction, avd it will }�ave sha�Ia� �oiu3ctatians as�d cou�rete sI11a-���-g�ac�e floo�s. 'Tbe �ssaeia�ed utility, �arkuig area, and r � Project No.T2G3Q-Z2-�1 -I- May 5,?�I5 �� fla�wo�k uup�vve�.a�nts �t�rill also ue�onstru�ted.Bivs�va�es ai�e planned w�tivn the�arl�g Iat med�au west of tl��b�utdiu�aud a�ong the ua��chwestern and sauthwes�eiu Uor��rs of tlie szte. ��u��viev�r af tl�e pro�ect gracling��an indicates p�anu�d cuts az�c�fills tv �e less tli�a f�ve feet. 5�te elevatiovs��uge fio�u approxunately 1�3❑feeC aUove�eau seal ievel tMSL�alaug tl��eastezn side�f the s�te ro appz•ox�mately i0 i S ue�r t�e west.ezu �v�ver af tlae prapex-ty. The site is generall�vacant and c�eared of vegetation. ��u ae��ial photo��ph zeview indicates t��t t��� srte cvnsisted nf�o11i�g }�.ills prior tv veiug gi�ded. T�.l�c��I°�;tl�]�Il.�Clf V����]�AV�llil��1&S�3��ll�l��S�II�S3.�EG�c��1�a8� �.t]G7. 3. BACKGRC]UND T�ie site has Ueen previvus�y �aded. Based an the ae��a1 pliatographs, it a�pears that sir� gr�tiin� �CGLllT�CI r'].[�l&rl�il5 t1IllQS. The site ��pea�s to have been u�itially cl�ar�d and leveled between 1978 aud 199G.xt is ot�understa�.�di�.ig that tlie site was uril�ed as a Uorrow site for tlie canshuction a�t�ie Temec��a Pa�kw�y vn a�.d o�'f�a�nps �t i-1� p��zo� ta Uein� �caded unde� tes�u�g and obseivarion of E�GEN iu I999. �� A x�eview of t.�e co�pactivn testing�:epvrt prepared Uy EnGEN Co�paratiou,dated Febn�aly ��, 1999 �• indic��es t�iat u ta a raximate� 7 feet of a�rtificial fi�l w�s lacec� on �1ie si�� in 19981I995 tuade� � PP Y P testivg alad vbse�vation of EnGEN. A �opy v�the �report � iuchided in Appen�ix C. Tl�e cor�gaction �epvz-�includ�s dac�uu�nt�rion of tespn�ar.�d obse�vaha�a an�e suU�ect siYe as�ue�l as tlae p�ukang uea for tlie existing ch�ucl�site to tl�.e sautla.Tlie EuGEN re�oi-t indicates t�ia��adi.ug consisted of a cutlfil] and in�poit fill p�ac�iue�.� ope�ataon. Fill n�at�rial w�s geuerated fia�the eastem partions of�he site, and��sed to b����the we�te�u�oi-�ons af tlie site ta fuu�grade elevativn. I�upart Yua����al v�as��sed ta Uz�€n��he ceuix�l az�d sout��weste�.n�ort�ions of tlze si�e�o fuush�-ac�e e�e�ariov.T1�e�e�oat ivdicat�s tha� �e�oval of alluvitwx and slop�wash w�s perfo�med in�h�we�e�n portian vf�li�site ta dep�hs x�anging frau�1 ti�7 feet Ue�ow ai�n-ival e�evatian(En�EN, 1999}. 4. GEDL�GI�SETT�NG The proje�t site is �ocated iu t�e Temecula Va�iey within the Penuisu�.ar R.�n�,�s Geau�flrpl.�.ic Praviaa�e. Tl�e Penins��lar Ran�es are haiu�ded on tlie noi-tl�by the Trans�e��e Ranges �San Gabz�€e� aud San Bez�aa�cli�ao Nla��ntains} and on the east by �.ie San Audreas fau1�. The Penu�sular Ran�es Province �xt�ncis soutl�ward iuto Mexica aud w�stward past t�ke Chaune� �s�aucis. Gea�vgic �uuts v�rit�in the Peni.nsu�ar Ran��s consist of g��arutic aud �ueta�uarpluc becirock Iu�1�Iands and dee� and brnad allu�rial v�lleys. � �� Praject No.T'?63f3-22-01 _2- May S,�U15 � � Mare spec�ca�ly,t�ie sit�lfes just sai�thwest af tlie vound�y af twv sti-u�hual bluck�,�lie 5anta A�a Matu�ta�ins Ulack,a�ad�he Pe��xs Blo�k.Tliese�:wa st�-��ct�ual blocks ar�sepuat�d Uy�e Elsi.v.are fai�it zvne,wlucl�separat�s t�ae S�n#a Ana Mo�uitau�s Black ta tl�e u��st by th�P�n7s Blo�k tv tl.�.e eas�. Tlae Te�eci�Ia�alley is a to�o�apliic c�ep�essio�a �hat is�ouuded ou#he east l�y tlie�Tildvzna€t�r�ncl�of ��ae Elsinai�fau�t zane and ou th�west�y�l�e�LTiliard bz�ch af�h�EIsivare fault zone. Tlie�augh fonned as a res��t of extensiaua�fat�Iting dui�.ng the Mivicene Epacli�vetween 5 aud 24�nillioii ye��s befoxe present}, as the h�v�-�li.Aa�e�icau - pacific P�ate vaxu�da�y cli�llged fiv�n ane of suU�uction to transfa�-�. Suvsec�u�n�f�ulring then �hanged fro�n predanuuate�y ex��nsiau to�redar.ninat�Iy sti-ike- slip. (Hardeu �948}. Locally, as mapped vy Tan & Kevnedy (2�44}, t1.�� site is uade�lai�i by ol�ier �Fleistocene age} al.luvial fload plain depasits, ciesci�Ued as �ostly wel� con�olidated, paorly soi�ted, and p�nnea��e. Ma�pin� by �ennedy {1977} desc�xUes rhe materi�ls in the vici�uty of the pro���t si�e as Pa��U� 5andstan�f5iltston� foi�.atiau. These u�tei�ials are desc�-i�ed �s well-iuc�Euatec�, exteus��ely crass- Uedded, �haiu�eled and fzlled sauc�stvue and siltstoue that con�a�ins occas�anal ux�eYve�ug cabble-u�d- boulder eon�lome�ate bed�. 5. GE4L4G[� MATERIALS 5.'1 Genera! �� ` D�u7u� owr f eId u��estigat�vn, w� encvunterec� prev�nusly placed a�rtifr.cial fill v�ezly�ug PauUa. fa�n�ariaual vedra�k. It is possiUle that olcier alluvi�un ove��ied the Pau�a prio��o xemaval a��oiTa�v zv.a.te��al. Tl�e d�sct��fious af tlie s4il an� geologi.c condi�€ons a�e shawn an ��t� exca�va�ion lo�s lacate�i.n A�peudix A v.id d�scriU�ci herein in order 4f increasing�ge. 5.'I Previaus�y PIaced Art�ficial Fi�! �C�taf� App�o�tely I to 8 fe�t of p�e�v�ously placed ai�tificisl f�ll is present across the site.As encotw.tered, t�u.s �uiit cal�sists af brown filie- ta medium-gi�u�ed silty savd wi�h �iaces of gravel that is �aase ta dense,and c�y to moist. So�ue oxgazucs avd�ace cvnsti-��c4.on deUris�PVC pi�e}was obse�ved with�n th� fill. Portians af tl�e nrtifieial f��l wi�� rec�uire r�m�dial g�ading ta provide a iwifo��.n €��ar�in� s�uface fo�tlie p�avned cli�uch buildiub. 5,� Pauba Sandstvne-Fa�-mation �E�ps} Quate�n�.-y-age (Pleistoceue� savdstone is presevt acrass the site az�d undex�ays tlie arti�i�ial fill. Iu in-sit�� caudition, the sandstoue fai�natiflua� ma��i-�a1s a�e typicall� ligli�-�rot�vn t� brown, well- ind�uatec�and contau�beds of sandstone,si�ty sands�vu�,an�i clay�y saudstone.flc�as�on�l gra�el and caUU�e veds ar� pr�sen�. As excavat�d, �tlie FauUa fonuat�ou�l n�ate��ials a.r� ��assified as s��iy sauds (51vi�, s�a�c�s{5P-SM} and clayey sands�SC}. T7�ese�a�eria�s were observed to ve in a ruediiun devs� t�VEi�t3�IlS�C�llt�1tl�Il. �� Pxa,�ect Na.'�63�-2�-41 -3- May 5,201$ �1 6. GR�UNOV�'AZER V�� ciic� not euca�i.nte� g�o�wdwater d�u�ui� o€u ex�lo��rion ta th� dep�is ttp �v �5.5 feet ve�ow tl�e exi.stin�grouuc�surface. Percl��d g��undwater was ex��auute��ed�t a c�ept�i af 38 fe�t iu J��1y 1998 during a geatec}vaical invesrigat�ou Uy EuGEN of the existiva�clit�rch site loca�ed sout�vf and a€djaceu�to�lie proj�c�site. Bas�d upan data prepued Uy tlie �estem Muuicipal ViTat�r Dish�ict Caope�arive ViTell Manitoa�� Fragi� (Z012�, and �he USGS, se�er�l wells ira t�ie �v7iciuuty of tlie project �a�e �een �.ouitor�d recently. State "�1'ell Nv. aBS�Z"�Ti�A44IS, Iocated app�oxunately I.3 m.i.les to the southeast of tl�� pra��ct s�te w�s Yuanito�ed on A�i�i�3,2D15.At t�ia��i€ne,the depth ta�au.��dwat�r��as 41.44 f��t.5�at� WeII Na. ossozw��Bvo�s, laca�ed app�:oximateiy �.S �ailes nvrth-u�rt�.��rest af tl�e su#�jecti site was u�oiutared on�ctave� 1, 19G7. At that tune, the dep� ta �vundwa�er was 27 feet�elvw tl�e e:�istu�g gr:oiu�d s�u�a�e. Accozdiv�, �o a map �uti.tled "Map of San 3acil.rto aud T�inecula Basins �alifoz�ia." (�Vaat�ing, �.919), �vuudwater elevafivn ca�itvu��s in Na�ember 1915 uidicated a degt� to �o�uidwater of approxin�ately 2D fe�t iv t��e �icuuty ���.ie subject si�e. 5ig�can� de�Iines in grotu�dwatex u� �h� Te�.nect�la Z�alley have acc�ured siu���laat����.Based ov histo��€cal �ro�wd�a�er c�ata reviewed fo�tlus project and data . � ir.�cl.icatu}.g tli�r�gio�al decl�u�ii.i grauudwat�r levels,it is otu apinion that�otu�dwater beneath tlie site . � is nat l��ly ta zeach �ae h�sto�xcal tugt� level of apprvxunately 20 f�et �n the fi�nue. �V'e ha�� cous�xvati�ely�st�nat�d a.lug).�.g�otuidwat�r�e�el af 3�fe�t at the sit�. 7'. GE�L�GIC HAZARDS '�.'� F�ul#ing T�ie site, like ihe rest af sourhern Califor�ia, �s located t�vitl�in a seisnv.cally act�ve regian nea� tl�e ��ti�e �argin Uet�veen th� Narth Au���icau and Pacif�c �ecto�.uc plates. 'The pr�ncipal sow:ce ❑f seisnuc activity is n�uvezneut a1on�, the nart�iwes�-tr�ndiu�re�vnal faults sucl� as the San Ar.idr�as, San Jacuita and Elsin�re f�ult 2ones. Tlrese fauit syste�ms are esti.ruated to produce up to app�oximat�ly 55�niliini�te�s af sli���r year betw�en tli�plat�s�Harden, i998}. T�iere a�e a� �east 28 n�a,��r late Quatern�y �crivelpotentially aGtive faults �at are wi�hiu a 104- I�.lvn�ete�radius �f th�site �Blake, 200a�. The n�a�est I�avwn active f�ult ta the site is tl�e�+V'ildou�au f��at{Temecula segme��t of tl�e Elsiuore Fa��lt Zone�Ia�ated a�prflxiinately 3���feet�o t���nartheast vf�e prajec�site.Th�Teu�ecula seg�ent.af�e Elsinvr�FauIt Zone is a i-��,li�-Iate�al,st�-�ke-�lip fatil.t capa�le of��odu�ua�, an ea�.-tht�uake wifh an estimated�uaxin�u�u�u�n�en�magni#��de af Mw G.8, and has�n associ�t�d slip-rat�vf S.��2A n�.mly�a��Caa et al.,2��3 and Fetersen e�al.,2408}.Dawson et �� , � Pm,�ect No.T'�63�-��-Q1 -�- May S,2�i S �� aI. �2Q0g), �sri�tes�.�T��ae�ula fat�t segna�nt tv#�ave a prefe��ed meau�e�u�xeuce iut��val of 6�U f1S0 y�ars. . Tl�e szte is v.�t �acat�d wit}zi_u a Stat� af Cali.f�infa "Al�tust P��ivlo Ea��tl�c�i�ake Faul�Zone" for faul� iuphue hazard (GGS 2415}, li�we�ez th� �ajo�7ty af�h� site lies wi�lau� a Raverside Cau��y F�ulx Ha2ard�one as slio�vn an Figtue�.Na mapp�d lin�a�ions are depict�d tluough t��e suUj�ct site on the Riverside Cv�mty Fault Zone Map. Ttus u�a��ed Co�uity Fau�t 2one is assv�iated with the ��llard Faul�, wliich as oue af tl�� cent�a�. sh��ds of�h� Elsiuore Fault Za�� 5ysteur (Te.�necula SegYueut}, w�ucl�i�uis f�•o�€�.the Los Au�eles Basin to t�ie��orth,iuto Mexica to tl�e sout��. Exan�il.iation of sterev paus af aeria� photograplis was utilized to assess tlie local and �egivnal gealogic and ;�oxua�pluc chuacfezxst�cs v�rrtli xespect to tlze site. St�reo paus �nd ane non-sterea �ertica� U��ck-�ud-wlii�e aeria� photograpl�s f�o�n�te years of 1948 tv �D10 �see References}, were exanu;�ed. C]lder ae��€�� �liotog�a�l�s, wluch depict �l�e sit� Uefore naade�ni�ariou in a�� attempt to �risualize the na�hu�al geoino�pha�ogy, vver�rev�ie�ved. Based upvn o�u phvtageologic�.�e�iew, a weak �ut distiu�t lineativu appears ta haverse tlaaougl�. �h� c�ntral go�-tiai� of the site ua a gene�:al west to east duec�ia�1. 'Tl�is h�nd is �oincident with�he t�end of�e fault zvaae that is map�ed by#lze Co�u�� of R�.�erside. No otU�r photog�rap�uc andlor geou�orp�iic �xpressions �enerally rela�in� ta po�enria� fa��lting w����bseived to naverse tluou�h the subject site.W e�:e�turen��y prepa��iu�a Fault Ha�a�d �� 5€�xdy Repa�t far t�e site under sepal.�.te cave that will adc�r�ss the lineamen�. 4iu reviev�r of th�s�refe�ences ivalicated t}��� tt�e CDMG and CG5 Fa�ilt Activity 1Vlaps, dated �99� aud 24Ia, resp�ctiv�Fy, Uatli inciicate that zane of"Late Quafei�ary fatilt ciisp�acemeirt �du���p�st 700,a0D years}" ar�e �uapped vei-y close �v, ar an, tlae suUject s�te. �oues of "�st'o��ca.l f�ult displaceruent" �re .u�cluded vu tliese �naps to t�xe no��west and souti�east of tl�e s�te, �vluch are tl�ought t� be related tv xe�onal �Zbtuxc�wate� subsider�ce, whicli caused �ntwd c�ackiug iv �lie TevaeGula ar�a in tlie 1980s ti-��g���� Uy �o�u�dwater vv�irlidraw�. T}.�ese a�•e�s af lvsto�cai fat�lt disp�a��ment ar�uot-Y.napp�d-tl.�raug;h-th�subje�t-site. Based au ��u��liata�ealogi�re�riew aud review nf ptLUlished gealogic �uaps and reports pertinevt ta the�va�ped C��u�ty of Ri�erside Fault Ha���-d��u�, it�vas deteiYni.ued that a suvsw.-face expla�ato�y neuch was app�:❑pri�te tu �dd�ess rlie patenrial fo� act��e faulri�� at �xe site. G�4G�ll 1S ClI1T�17t1� pei-fo�m�ng a fa��t iu�estzgation far �e si�e, and tlie xes��Its trf that study will �e gresenteci under sep�rate cover. 'T.� 5eismic ❑esign Parame�ers W� used €li� cau�upu�er pro�am �T.S Seis��ric �esrgrz 11rlaps, provided t�y the USGS. TaUle 7.�.1 s�inuua�i.zes sife-s�ecific desi�n critez�i�. abtained fiou�. the z413 Califv�x�a Brulding Cade (�BC; Based an the 2�12 iutei�ational Buildin�Cvd� �G��nd ASCE 7-i4), Gh���er 16 5h��ctural Design, � ProjectNo.'T2630-22-fl� -�- May 5,2415 �� Section �613 Eartli�uake Loacis. The s�.oirt spec#ral r�spanse uses a �eriod af 4.� secvud. Tlae U�iilding s�i���t�ue and u�xprave�ents shv��l�U�desigued usiag a 5ite C1ass D. �]Ve evali��ted the Site �lass b�sed on tl�e dis�ussio�i�.Sectiov 1.G13.3.2 aftve 2D13 CBG aud Table 2�.3-1 afASCE 7-1�. T�.ie values �r�s�nted iu Ta�I� 7.�.1 are far t��e risk t�beted ��xuurun cousidered eart�inuake (M�ER}. TABLE?,�.� �a'[3 CBC SEISMlC DES�GN RARAMETERS Pa��ame#et• Valu� 2013 CBC Refe�•ence Site C�ass D Sectian�.613.3.2 MCER Cnt�tmd Mvtivn Sp�ctral R�sponse �.898g Figw:e�GI3.3.1(1) Acceler�rion�-Class B[slior�},5� MCER Gro��nd Motion 5pect�al Response 4.777g Fi�w:e I613.3.1(2} Acceleration—Class B(1 sec},S� Site Co��f"icievt,FA I.0 Taule 1513.3.3(1} Site Coefficient,Fv I.5 Tau���613.3.3�2) 5ite Class Modified MCE�5pectral Response � gg�g 5e�hon 1513.3.3�Eqn 16-37} Accelex�tion(shvrt),5�s 5ite C�ass�Vladified MCER Spec�ral Res�aouse �.165g SectiQn 1613.3.3�Enn 16-38} Ac�eleratian(1 sec�,SMi � S°/n Dau�ped Desi�n �..25Sg Sectifla 1613.3.a�Ena z�-��3 � Sgectx�l Response Acceleratian�sliort],5ns 5°Io Damped Design 0.777g Se�tivn 1613.3.�(Enn 15-�0� Spectral Response Acceler�tian�1 sec),Sn� Tab�e 7.2.2 pres�nts addirional seis�nic d�sign par�weters for px�jects Ivcated in Seismic Design Cate�ories af D il�au�i F iu accardance witli ASCE 7-1� �'v� the ma�ged �.u�xinnuu cansidere�. �ean�ei�c meau�cEG3. TA6 LE T.2.2 24'�3 CBC S1TE ACCELERATIQN �ES1GN PARAMETERS P�ramete�• V�lne ASCE 7-l.D�te�erence Mapped MCE�Peak Cnauaxd Accelera�an, 0.784 Figure 22-? PGA Si�e Coefficient,F�A 1.4 TaU�e 1 i.8-1 5ite Class Mod'€�ed MGEG Pe�lc�zaund 4 7�4g Secrion 1 I.8.3 (Eqn i�.$-1} Accelerat�an,PGAM Canf'a�n�uce�o tlie c�-�te�ia au Tab�es 7.2.]. and?.2.2 fo�•seisnuc desigv dves not coustitute auy k�nd af�i��antee o��ssurance th�.�signifi�ant s�ucnua�dawa�,e or grv�uad failwre��rili uo�occtr�if a large � � Pr�je�tNo.Ty63Q-22-aI -G- May 5,2�1� �� e�1-�linuake o��;us. The ��uuaiy �oa1 �f seisuaic desi�n is tfl prvtect �ife, not ta avaid a�l dau�ag�, s�nce sucl�desi�u may be�conou�ic�liy prohibitive. 7.3 Liquefaction Lir�uefacrion typicslly occ�us wheu a site is �ocateci iu a zvne �vitl� seis�uc acti�ity, ousite svils are cohes�on��sslsi It ar cl�y w�.��ow plasti�ity, sta�ic gra�wc�wa�e� is e�aconnt�re�i witlu�z S O feet of the s�uface, aud soil rela�ive densities are Iess than abvut 7a percevt. Tf�l�e fatu previous�i�iteria are met, a seismic e��n� cai�ld �esult ia� a �a�id�o�e-tivater press�ue �uexease fZona the e���hnuake-�enerated ground accelera�ions. Seismica�ly induced settle�nent may occ�u wliethe�:t��.e�ote�atia�for lic�u�faction e�isis or not. Tlie c�ureiit staudard af practice, as o��tliued iu tlae"Rec��ue�tded Fiac�dures fo��zup�ementa�iou o� DMG S�e�ial PuUlicati.oYi 117A,Guide�ives far Analyziug�nc3 Mitiga�ir�g Lic�uefaetion in Ca�ifarnia" requues lic�uefaction aval,ysis to a dep�h af S�feet Uelow��ie�awes�portioz�of the proposed struchu•e. Lir�ti�faction�ypi�a�ly a���us � ar.�eas w}�ere the sai�s belour�tlie water taU�e are ca�npased of poarly cansolidated, f�ve ta �.uediiuu-grained? p�imaz�ly saudy soi.�. �u ac�dit�on ta the rec�wisite svil. cand��ons,the grv�w�ac��l�ra�i�n and d�uation af th�eai-t�iquake n�ust also b�of a suffieient.Ie�el ta indu�e linuefactiou. � �_� Grvuudwate�t�epths �re auri�ipa�ed tc�Ue au t].�e vrd��c�f 3S feet�el�w�ouud s�u-�ace.Hawe�er, �he site is underlaiu by c�euse Pauba Saudsta�e f���ua�ion. It is o�u api.nion that du� ra the iu�derlyu�g fazxnat�ona�s�n�stou��nate��ials,�inu�fac�ion is not a desi�u cousiderariau for the sit�. ?.4 Expansi��5vi1 Bas�c� an th� soil classificatious and t}�e ��Uorat�iy �est res��lts in Appendix S, #Iie geo�agic fwiFs at the s��e ue a�zticipated tio possess a ",ve�y law" e�ansion�otential (Ex�ausian vadex of 24 0�less} wlien�laceci at the fiuisl� �ades lleueatl� the p�aposec� sKuct�,u�e. If expansiv�s�ils are encotw.�ere�l, t�iese u2aterials can Ue selecrively�ac�ed aud placed�n�he deepez f�I1 a�eas at�east'tlu�e feet belaw �.nished grade eleva�€ous i�a ordex �o allow for the p�acei.n.evt af the Iaw expansion u�are��.al at �lae firus�.�ad�•ade. '�.� Landslides There �r� no h��sic�es an a� adjacent to tlie site. Therefore, �he landslide ha�aid to tl�e site is not a design covsideratiov. I � Project No.T�63D-�2-�1 -7- May 5,2�15 � �'.� S[ope 5tabi[ity ,ULTe un�erstand �at �l�e prflposed g��du�g �� tlie project site i�icludes fill slv�es al�u� the w�steiu sides af tlie gropased cie�elo��nent. T�ie cvuceptual �adi.u�,p�ans ind�cate that�he slo��s w�iu be u� t�aUo��t S ��et in heiglr.t and wil�t�e into rli�existu�g slope along Val�ejo Avevue.Tl�e res��.ti�ug slope wi�I be ou t.�e axde��f 1� �o l.5 feet ui laeiglat wit�.an iuclination o�'2:I (lia��ontal:v��-€�cat} or i�ss. �w: ��Iysis iaadica�es that slapes �Zade�. as steep �s �:]. �Ii:v} w��tl�lieights of up �0 15 feet��ili Ue s�abl��Fig�ue 4}. 5lapes exceedin�tliis heiglit sliould be iuflividu�lly e�aluated by Geocan. l.7 Tsunam�s and Se�ches A t�u�anu is�.series of lvr��pe��io�.waves gen��ated v.�th�fl�ean by a sudden dzsplaceu�eat of I�ge voluuie� of wa�er. Causes of tsuvanus inchide uu�eiwater eartlxquakes, �vicanic �n�ptions, or o�'sl�o�e slope fa�i�ues. T�.ie fust order d.rivuig foxce for locally��u��•�t�d ts�wavlis offsliare sflutliei� Califoniia is expected to be tectov�c defo�ula�iov frou�large eartlic�uakes[Legg,et a1., 2fla23.Th�sit� is �vcated 23 mi�es �ia�u. th� uea�est �oastline, rl�erefore, tl�e z�sk assflciat�d �.�i#1� tsruaa�ui.� is uat a de�ig�x consic�e�ati�n. A seiche �s a nui-up of wa�er tivittuu a Iake ax ea�bay�veut h�ggered vy fault- or landslide-iuduced gxound displac��n�nt. Th� site is not lvcated n�ar to�r ciownstxeam vf a Uady ofwat�r. Therefo�� �ae � �aatenrial�f seic�aes�ffec�ing tl�e site ar flaodivag is uot a design consi�eratiQn. 8. 51TE iNFILTRATIC�N 8.'l Genera� Pea�co�arion testin� was pe��vzYued iu a��oa�r�ance witli S�crivn 2.3 af A�peudix A af�lie Rive�:side Caunty Law F�.u��c� Develop�neiit BMP Desi�Hai�dbook �HandUook). Th� p�rc�la�ian tests were ��.in iu accardance wit}�tlie Slialla�cv Percvlatiou Test Metliod. Tlus �nethoti�et�ui�es iwa pezcolatiou tests �nd�u� ���p ��xt�ndin� �� f��t U�lvw p�rcolat�ion t�st �I�v�tzvu} �xcavativn�er basiri a�a�ea tested. 5�te g��tec3uu�a1 candi�.ons as encnLu�te�ed u�the exca�a�€ons consist of ap��axi�ate�y 2'r� to 8 feet ' vf a�-tifi.cial fill o�er�yin� P�uva sat�ds�one. No grvundwater was oUse�ved witivn tlie de�p e�cavations. The�es�.pit and pexcolatian�est locations are de�ic�ed on th�GevteGF�rricrrl 11rla�v, Figtue 2. Test pit lags and�ercola�ion test data are�rese�ited in Appendix, and test�esu�ts ar�providEd in Tahle 8.1. A p�rforated PVC pipe was placed ui�ac�per�olatiau test liole and app�oxiniately 2 inches vf g,xave� w�s placed at the bot�om of the PVG pipe. At Ieasf �2 inches of g�avel t�vas plaeed ui the aJ.�uular space Uetweeu the PV'C pipe auc�the 1�vrin�#o p�eveut�a�in�, �t�.ie�.ept�i of th�perca�atian testing. �� Pm,�ect No.'T:63Q-2�-4I -S- ivlay S,2fl�5 1 �� � Nacive sail bacl�f'ill was pl�.ced outside af th�pipe within tl�e e�cavatian. Tl�e test la�ations were pre- sah�r�teci wi�1� f�e aallous of wate�•. Tlie�ercolatian testuag U��an ap�ro�uat�ly 2�}�oui�s aft�r ilie }�a1es were pre-sat�ua�ed. Fe�cv�atiou data sl�eets a��e preseuted ui App�ndix A of tliis ��p���. Calcu�ati�ns ta cvnv�irt tl�e perco�arion t�s� �a�e to infilaatiov te$t �ate a�re baset� ou �he Pv�cli�t Met��d as ou�lined ir�Sectian?.3 oftlie Handbav�ai�e presented in th�taUle velow. Pleas�nate tl�at �1�e Handfaook�ec�uu�s a f���o�of saf�ty af 3 ve�p�l�ed to#he vah�es velvw Uased ov��ie tes��et�iac� used. Tahle 8.'I -infiltration Tes# Rates ■ r C • f i i a � 5o�i Type SM SM SM SM SM SM �hange�n head o�er time�inj.LlH �.US � 1.Z0 2.fi4 � 1.44�mm 4.92 �.72 � Time lnterva[�minutesj:�t 3a 3f� 3Q 3D 3a �0 Radius of'�est hafe�in}: r 8 8 8 8 9 8 Average head 4in�:Ha�g 1�.9 13.� ��.2 13.2 11.1 �3.4 �� [ # . Q.48 .5 . Te��ed nfl� ration Rate{in/hr� [t fl 7 13� �.67 Z.84 0.33 Tl�e desi� en�i.ueer shat�.d consider se�era�factors i�the desig��f the infilt�ation systen�. �ver the lif�tiun� of rhe systesn, tliese�ates w��I be affe��ed by ac�vexse facto��s su��. as bivlo�i�a�. ac�i�i�y aud silt biuld-u�. �the�factors �hat shauld Ue cansidered iu the d�sign include t�t�nat�u� of tl�� infltteu�, and lon�-�e�uLmau�tenance practices. � Praa��crro.rzss�-a�-a� -g- �y s,�azs �� . � � 9. ��NCLU5IDNS AND RECt]M11�IEN�ATI�NS 9.'I General 9.�.1 zt is o�u apiruvn ti�at saii or g�ologic conditivns were not e�cvuutered d�u�in� t�ie i.u�est�gatiau that wot�.� preclude tl�e propased deu�la���nt of tlie pro�ect providec� tl�e �ecomu�e��dati.ons p��seu��d lier�iu are follawed aud i�aple�ented dtuillg const�uctiau. 9.I.2 Poteutia�geolo�c l�a�aruds at tlae s�t��nchlde seisuuc shaking,faulting,and re�iauai g�olu�rl suUsidenc�. A Rx.ve�side Caunty Fault Ha�ard�one is��pped across t��e site, and Geacon is pe�foi�uing a fault in�estigation repart that wil�ve subnutted tu�der sepa��ate ca�er. 9.1.3 The�tpper ane tQ��vv feet of previously placed�all a�e�ausic�e�:ed�wsuitable for tlie suppoi-� af compacted fill ar s�ttle�u�nt-s�nsitive i�.pro��v�en�s based nn the dry, loase coudition obseive�. d�uing oiu exp�a�atian. Dee�er a€eas vf d�y, laose fill may exist. on #lie sit�. Rem�dial grad�g of tlie strrfi�ia� s�il will be requu ed as discuss�d herein. Tlie pr�vio��sly �laced fzll velow a depth af two feet aud the Pauba saucisto�e are cavsic3ered suitable to suppoi-t additianal�ill anc�the prflpased s�iucttues and unp�ov�me��ts. 9.1.4 TI�e test pit ehca�atians perfvnned far t�is study were backfiiled by p��shing th� s�il into �� the excavatiou. Nv ivaisnue cond�taaiun� or cQ�.u�a�tive effvi-� were applied d�u-u��, �1�� vackf ll process. As such, �he test pit lacatiovs shou�ci ve re-�xca�ated d�u�ing �rarli.u� and �:eplac�ct witl�coz.npaGtad fiI�as xe�am€uended lie�-ein. 9.�.5 T�i.e s�te sv�1s shat�ld geuexally Ue excavatavle with cou�eutiunal earth�nvvu�g equipuie�t in g�ad wo�kivg arder. Hawe�er, same of th�si�e s�ils liave lit�l� to no cohesioYr ai.id�u� prane tfl cavi.ng. T1ie �oY�na�tv�: slifluld take prec�utianary iue�sures ta uutigate cavu�g when ex�avatua�iuto tbe g��raular u�tex�als. 9.i.G We did�ot encoi�nter gxat�ndwatez during otu subs�u-face�xplor�tion aud�e da uot ex�ect it to U� a co�straiut to�ro,ject d��e�opinent. 5eepag� a.nd percl.ied groundwater cvndi�ians n�ay ve encawatered dua7n��.e gradiug a�eratioi�s,especiall�dtu�ng t�ae i�vay seasous. 9.�.7 Iu gensral, s�opes shoE�d p�ssess calculated factoz�s af safety of at��ast 1.5 when graded at uiclinatian� af 2:� �.ior�ontal to v�rtical}, or fla�#e��'vi�maxuutun heigt�ts ❑f�5 feet{see Fi�uace�-). 9.�.8 Pro�er d;�i.ua�e s�aot�d be�aintaiued iu vrd�to pr�seYve ti�e en�i�.eezu�g pr��ez�ies of tlae fil� in the sl�eet-graded gads and slape �ueas. Reca�nu�e�ldations for site c�au�age a�� � provitied l�ei�ei.n. Pra�ect No.T263�-2�-41 - �Q- ivlay S,�Q�5 � �� 9.� Soil Cha�-acteristics 9.2.1 T'lie soil en�ou�ter�d iu �1�� f�eld iu�es�igatio�i f s cansidered to 1�� "non-expa�,si�ve" �Expausion�ud�x �EI� l�ss tl�an 24) as def ned �y ?013 �alifvfn.i€a Bui.lciiug Cflde �CBC) Sec�ion 18�3.5.3. Tab1e 9.2.1 �resen�s sail classificarians Uasec�on the exp�nsion i�dex. TABLE 9.2.'� Sa1L CLASStF�CATlC?N BASEL3 DN EXPANSI�N IN[]E� Egpansion Inclex(En Egp�nsiaa�Iassiiicai�au ZOI�CS�Ex�aasian CI�ssifieativn �—24 �1'ery Lo�r Non-Expansiv� 21-�50 Lvw 51—9D Mediunt 9�--r 3U Hi�l� E�p�ausi�e Greater 1`�.z�i�t 34 ��x3'��. 9.2.� T�ze existing fill ��d Pauba bedT:ock passe�s a "veiy law" expansion poten�ial �Exp�iou � uid�x af 2� ar less}. Addiriana� t�s€in� fa� ex�anszvn �ate�atial sl�ould Ue perfoimed auc� fival��€des are achie�red. � 9.2.3 �VVe per�v�med laUaxa�ozy tesfs au saua�p�es of#lie s�te�atenals to e�ahiate th�p��cen��e af water-salu�le s��fate caute�at. Resu�ts franl�e Iaba�a�v�y�vate�-svluble sulfate canten� tests are p�esented in Appendix B �n.d �ndiea#e that the on-si�e n�.�tei�als at' #}�e lacahovs t�st�d poss�ss a sulfate content of O.00�°f4 et�uatu�g tv a SD vx negli�,ible sulfate expostue to concre�e st���ctt�res as defiuer� by Z4I3 C�3C Sectiou �.904.3 anci ACT 31�. Tav�e 9.2.3 presen�s � summaly af eoncr�te rec��ur�r.nent� se� faz-th �y 2Q 13 CBG Section �904.3 aud ACI 3 I S. Tlie�rese��ce of r�vater-soluble su�fat�,s is uvt a visually d�isGe�vaible characteristic; therefor�> other soi� saua�ales frou� the site could yield daiff�r�n� cvn�enixat�ovs. Addi�onally} ove� ti�e ��.dsc��iug a�ri�ities (i.e., addit�on of fe��iiiz�,�s aad otl�er svil nutrieuts}n�ay affect�he coucentration. �� Project I+Fo.T263�-2�-U1 -}.i- May 5,?al S �� ' TABLE 9.2.3 ` REqUlRENtENTS FDR CaNCRETE EXPflSEO T�SULF'ATE-C�NTAIMING SaLUTIC}NS �afei�SoIutii� M�ima�n Sulf�te Egposu�•e Su�fate Cemeot W�fer�o Minimum Exposu�•� Class Pe�•cent Type Cement R��io �°mpress�ve b,y Weight by�eigh� Sh ength(psi} Not Applicak�Ie 5� D.4D-�].10 -- -- 2,��4 Mvdera#e 5I 4.I0-�.2� II Q.54 4,Qa� Severe S� 0.?U-�.0� V �.45 �,�Qa V+p�uoian Veay 5e��re S3 �2.Q� or 51ag �.45 4,540 9.2.4 Lai�orato�y �esring i�rdicat�s th� site so��s liave a pH v�8.G, pvssess 393 pa�s pe�mi��ian c��la��ide, au�. ha�e a �ui�umun� resistivity of 3,1�a o�uu em. The site would ll0� U8 classif e� as coarosive to me��� i�prnven�e�ts in accordance u�i�h tl�e Calti�ns Coirosiau Gtudelines�C�ltr ans,2412}. 9.Z.5 Ge�can does nvt �ra���ce i�u t}�e fteld of ca�rosion engiraee��iYag. Tb.e�efo�e, furtlier E�aluatiau Uy � ca�ros�oll �ngin�er n�ay be pe��azuxed if un�rovemevts t�7�t cauld Ue suscep�ib���a c��rosian are plaJanned. 9,3 �rad�ng 9.3.1 G�adiug sht�uld ve�eifo��ned in accordauc�wit}�tl�e��corr�r�rerrded Gradirzg Specifrcatinr�s conf�iu�d in Ap�endix D autl�lxe C�ty of Tevaecula.�rrlpr:n��ernesrt Stc�r7c�rrrd D�a�ti�irrg.r. 9.3.z P_r�ar to cvuuuencin�-�'adiug, �]?��GDIIS�LIEC�10ll C�II#�T�llCE 5�10111C�L v���C��k.�1�_Sl��_Wl�t. the city itispector, owuer ar de�elvpex, g�adi�� connactvr, civ�I enguteer, and gea#ecl�uical eu�iueer in attendance. S�ecial sail haudling ancllar t�ie gx adiu��lans ca�be disc��ssed at ��kat tiune. 9.3.3 5ite �re��:a�iou shauld Uegu� vvi�i tlie renio�al of deleterious �uat�x�al, t�ebx�s and ve�etation. T}ae de�t�x of reiuoval sl�vuld be su�h tliat n�ate��al ex�ased in cut areas or sai.i to be �ised as fili is re�at��ely fxee of o��anic �natter. Mate�7a1 gene�ated d�u�g sti-ippin�, ancVar site d��nalition sliou�ci ve expa�-ted fiuxn the site. 9.3.4 Lavs��udlor d�y p�evin��sly placed�ill wi�iu�he i�nprflvement�r�as sha��ld lle�en�.oved ta ex�ase eonapet�ut fill o�Pauba sandstane. �Te an�cipate these refno�als wi�l ex�end 2 �e�t Uelow tlie exis�i�ng; ��u.nd s�u�face in che s�h�ttc�tu�, pavem�nt, and walkways and cat�.d �� Prasect Na Ty630-22-d1 -!2- �fay 5,2DI5 ��� extend �eep�r in so�n� a�e�s. T�e overexca.�ahon sl�oi�.� ex�end ta a deptli of at Ieas�one foot Uelv��r the p�auned b�ti�ding faunc�ations iu a�de�to p�ovide a uav.foa�u beai�g sui�face far�e stz-t�chue. �u a;eas that wil�l�e cu�to aclue�e fiuish�d g�ades,tli���pp� � foot�f soil shoulc�ve re�noved ar�d �eplaced v�ith co�upacted fill. The ac�xYai d�pth vf�.�e�nvv�l sh�uld be eva�ua�ed vy the eng�ueea7i�.t� gealogist d�u�ng �adiu; aperatiaus. The bottomn of tlre �XCr7V�t1Dll5 sliould be sca��.f ed ta a cieptl� af �t lea.st I foaf, xuoisture cvud�tio�ied as u�cessai-y,and prope�ly�o�gacteci p�-io��o�iaeeut�n�af f ll. 9.3.5 ��s�iould aUseive tl�e�ewo�al l�ottams ta check the �xpos�ue af tlie existiu�fill or Pa.uba sandstaue.Deeper ex�a�atiovs�uay ve requir�d�f dxy,loose, ar so�m�t���ials are present at �kie base of �lie remavals. Re�nv�� botto�us should expose cau�pe�ellt f�ll vr Pauva. sandstane wl�i.�h is at Ieas�9U percent vf�naxa��tun�ensity. 9.3.5 Tlie �€ll placed w3i�}.uu 5 feet of proposet� f�undanons slavY�d possess a "Iow" expausion potential (E� af S4 ar �ess}, and he free of ro�k �eat�r �h���. G-v.iclies iu maxvuu�n. duuensivu. 9.3.7 Tlie site shauld be brou�lat�o fiuzsli g�ade elavataous w�th fill coul�ac�ed in Iaye��. Layers af filt shvuld Ue no t�iick�r t�ian will aliow fo� ad�quatie Uc�ndin� and cou�pa��.an. Fill, � iu�h�din�vackf�l ancl sGaiified�.round s�ufaces, sho��d be co�.u�acted ta a d�y d�nsity of�t � Ieast 9� gerceut of the �abar�toiy n�aximuu� cliy densi�y near to slig�tly above o�tvntun. uaais�tue�ontent as dete�nuned by ASTM�€a.te�uational�ASTM}D 1557.FiII placed wi�iiu 12 u�ches of fir�ish subgrade elevations in �avemevt a��as should be cainpacfed to 95 ger�ent of t)ae �abvrafo�y �n.axiu�un� diy density. F�11 �uaterials �laeed belc�w optimuu� �no�shue content�.ay zequue ac��i�ional u��is�ure cvndirivuing pz�ivr to�l�ciu� adc�i�iona� �iII. 9.3.S Impoi-� fi�� �if ��ecessa�y) sliauld cansist of granulfu ��atef7al� with a "low" ex�ansi�u poteut�al �Ei af S� or less� �ener�lly fcee of delete�ious zuaterial and rack fra�nents Iar�er tl�.an G i�uches�d shot�.r€Ue co�npa�ted as recammeuded hereiu. Gevcon sliould be notif ed of tlie ituport soi� sour�e and should per-€ofn� l�vara�o�y testiug of import soil p�xa� to its �ri�al at�h�site tv evaluate�fs s�.�itabilit�as fill u�aterial. 9.3.9 FiI�sl�pes sl�a�ald l�e��erhtulr at least 2 f�et and cu�Uack�r Ue compacted by backxol�ing wi�h a loaded sl�eepsfavt �aller at �e�-tical in�te�va�s nat ta exceed 4 feet �o �naintain �lie uioistture con#eut af�e �1. The slvpes sha��d be hack-walked at.tlie �o�up�etian of each slope suc�a t�l�at the fill is ea�npa�ted tv a dry densiCy af a�Ieast 90�erce�t of the laborataiy ma�►.uuu�n�y deusity uear to sli�h�ly aUo�e vpturnuli moist�.ue coui�eu�to tlie fa�e af�e � Project No.'�63�-ZZ-01 -13- May 5,?�1� � fiuish�d slo e. Ro�k •eater �han 6-inclies in maximu� di�uension s1�vuld uo� Ue Ia�ed � � � �.�ritl�tliree fe�t af�l�e slope face. 9.3.10 Finis�et�sl�pes sliould be�audsca�ed��itli drought-toler-ant��ebetarion having variaUl�rov[ �epths and rec�uiri3€ag rniY�YTn�l��udscape i��.�gation.�additivra, ti�e sia�es s1�ould be cia:ained anc�pro�erl}�uaaint�iued�a reduce erosivu. 9.4 Ear�hwark Grading Factors 9.4.1 Es�uat�s of s}uiuka�e factors are based ou empuxc��jud�ents co�npa�.7ng t�e xna�er�al in its eY.is�iu� or nah�a� state as en�ouvtered iu tl�e exploratoiy excavarions to a comp�Gted state.�Ta��ia�ians iu n�€�€ual soil d�nsity aud in co�.pacted fill densi�y a�endes shriu�age�a1ue estunates veiy app�oximate. As an �xalupi�, �ie con�:acto� can cotnpact t}�� f�ll to a d.�y d�usity of 9a �ercent or 1�igl�er of ih� l�l�ora�o�y �n.axim�un c1�y deusity. Tht�s, �h� eonhac�ar lias aa approxuuately 1�percen�range af cvnh:al o��r tli� fi�l valume. Bas�d on o�ti �x�ei-ience, the s�u-illk�g� of tlie sit� soil is antzczpated to be approxin�ately 0 to 1❑ percent iu tlie existin�filI and 0 #0 5 perceut uz the P�uba sands�on�. P��as� note tl�a�t�us estiu��t� is for pre�imina�y nuan�ity estavaates anly. Due ta �e v�7ations iu t�e act��al slu�inkagelbtil��ag�actoz�,a valance a�ea sliould Ue pro�ided to accouunadate v�.7anQns. � 9.5 5e�tlement r�f Prv vs�d Fi[[ � 9.5.� T1�e post�rading �ettleu�ent �ydrocompression} could��ach up ta 1 inc�.. �V� expect the settlenaent wi1�acctu ovex�20 yea�s dependu��on the u�£lux of i�u��nd urigat�o��water iuta tl�e f�l and older alluvi�u�.�.. Th� settle�n�uf wi�� lik�ly Ue Iinear frvm �.e #i�.us tl�e fill is p�aced��the e�ad of the sett�e�n.en�period depeudiug on tt�.e pe��neaUility af the�.Il sai�.�e �v not e�pect the settleni�u� will in�pact px�pased u�ili�ies wit�i �radients of 1 pe�cetit or �eater. �n acidition., fo�wdarion recomiuendations are �ra�itl�d he�eiu Uased vn the n�axun�un and diffe�eutia�fall thick€��ss�v acca�w.t for po���tial f�11 settlem�ut. 9.6 Foundation and �on�rete Slabs-�n-Grade �.b.l Tlae p�aposed chtucl�snl�criue can Ue sup�o��ted on sliallvw foundatiou systems beaiv.ig an properly cvuipa��ed f�ll soils. Fvundations for �he sti-uc�i�r� n�.a.y consist of eit�.er contuauons sh.x� �afltiu�s andlv�: iso��ted sp��ead faotings. Couveutianally reuiforced cautinuaus fovtings s]avuld Ue �ti Ie�st I2 u�ches wide and extend at �e�st �8 in�l�es�elvtiv �ozv�st adjacent pad�ade. Isalat�d sgread footi.ugs slior�ld ha�e a n�izumEuv.widtl�of Z feet and sl�oi�ld exte�d�t least �8 inches below lnwesr adjacent pad giade. Footin�s shvuld be diu�eusioned Uased on an �Ilowahle sail bea��n�,pressure of 2,500 psf. This value m�y b� : iucreased by 34D psf for each additioual fvot iu de��h aud 2��psf far each additianal fvot. �� af�idtli tv a �naxulatu�a valu� af 3,5�U ps� T�i� a1�av�rable 1�eari.u� �ress�.ue value is faz Praject No.TZ63Q-22-�1 -14- May 5,20�5 �1 dead phis li�e Ioads anci n�.ay be in�reas�r� Uy oue-tlu�-d wlien consicie�-ing h:ansient laad� due�a wiud or seis�uic fo��es. Steel�eu.�'vree�uevt for cantiuuo��s faatings sl�ould consist of �t least fo�u No. 5 stee� reinfoxci�ag ba��s plaGed hoi�ontally iu tl�e footings, rivo near the top �nd t��a nea� �lie batto�.n. 5�ee1 r�i�tforceu�.eUt f�r the spr�a� footui�s sliou�d ve desigr.ied Uy��ie pzvjec�s�Ycri�ral enginee�. 9.6.Z Fi�e 5 pre��n�s a �va�llcoliw.u�. foo�i.ug d�uension detail de�ic�ing iowest adjaceut �ad g�ade. 9.G.3 F�atuj� excavatia�as ���o��Id U� obse�v�� by a r�preseutative af Gevcvu p�-�a� ta p�aciug reinfarci�u� steel az coiicrete ta verify tI�at tlie exca�ati�ns are iu cau���iance w��l� re�o�v.�endat�ons�nd th�so�.condxtiovs are as a��tici�ated. �.G.4 �ui�diug iuteriar floo� s�abs nat anti�ipated to Ue suvJ�cted tv fo�klift la�ds shvt�ld ve a� Ieas� 4 u�ches �luck az�d be zeinfax�ed w�tli N'a. 3 reinforcing bars placed 24 in�lie� an ceu�e�, in Uot�i duections. Th�reinforcing Ua�s should be plac�d ou cliaus at flie slab u�id- pvint. 9.5.5 Tlie uuui�n�un reinforee�.uevt recouuueudations a�e'basec�on svil�I�ara�teristics only and is �� na�intended ta re�la�e reinfarce�nent reqtured far s���cnual cansid�zat�ons. 9.�.G 51abs-on-grade at the gro�u�d sw.-face that inay r�c�ive maishue-sens�tive flaaz cv�ez�ugs or may ve��sed to store maist�ue-sensi�i�ve ivaterials shot�ld Ue underlain by a vapor re�arcier �laced duectly beneath r�ie slab. The���or retuder �nd acceptable pe��ueanc� should be specified vy t�e project arcl�itecY or develaper�ased an th�ty�pe af floor coveruig�hat w�ll �e instalied. 'T3.�e�vapor retarder d�sig�should U�cousistent wi€�.�he guicieliues presented�u 5ectiou 9.3 vf tl�e Auleri�an Ca�crete ��stit���e's �AC�} Grric�e far Corac�ete Slcrvs fl�crf Recerve,l�orstxn•e-Ser�sitrre�'loorir�g hlater•iats(A��302.2R-DG} aud shauid Ue u�stallec�in g;eneral covfaimance with ASTM E �6�3 (�atest et�i�on) ant� t�ie �.uanufactiirer's recor.n�uendatiaus. A minin�uxu thickness of 1 S �s exhuded p�lya��f�n p�asric is �ecvzz�ua.ended; V��D�' ����iI:C�G'I�`a W�IICb. ��IIt�1ll 1�C�G��CI C�llt�Ilt.�T WOVEll Illa$Eli�IS ill@ Yl�t ��eoanmencied. The vapar re#arder should ha�e a pe��neance af less �.an U.Q�, penvs demonstrated by tes�in� Uefore aud after u�andatary candiq.t�uin� �s xecommencied. The �apox �etard�r shvuld �e it�stalled i€n �ect cvntact w�tb th� cai�cret� slab �vit� propex p�rim��er seal. If��.e Califo��ia �n�en Builc�ng Code renuire�uents apply ta tliis praject, t1�e �apar reta�de� sha��ci be uuder�ain by 4 incli�s of c�ean a�e�a�e. zt�s u�.�.pa��ant that tl�e�apor reta�der be puncture resistuzt since it will be in duec�contact wit�i au�€lar gravel. As ar� a�te�na�ive to the cleau a�gr�gate sng�este� �n the Green Buildi�.��, Code, it is �ur � opiuivu daa�the concare�e slab-ou-�ade may be underlain by a Wapor�etarder o�e�4-iuches � Pro�ect Na.T�630-Z?-�i -15- May S,?Q 1 S � � ' of c�ean saud�sand �r�t�ivalent g�eater than 34}, su�ce tl�e sauci wii�se�ve a capilla�.y break anci will t��inim��e�lxe pvtenrial fo�piu�ctt�res a€f�rl d�iv.age to�1��va�ar Ua�rier �.G.7 Tlie fa�uidatiou eiiai.ue�€ shauld prnv�de appropi�ate concrete vaix design c�xtea.�ia ��d Gwriu� u�eas�u�s �hat m�y Ue l�ti.�i�ed to ass�ue proper �urin� af ��ie slab to rec�uce �li� poten�ial for��apid moisture loss�ad suUsenuent cra�l�i.ug aucllor sla���u�l. �e su�gest that t�ie foundation e�i�eer �3resent concrete uux desigu and gxaper curing �etliads on the fflunda�.ou p�avs. It is ci-irical tl�a� t�e fvuudation canixa�ta�- undexstauds and f�llows the r���nunend�tions presen�ed aY7 tlie foundation�la�is. 9.G.S W� es�u�ate tlie �o�a� se�t�eYueuis under tl�e i�.�pose� allow�ble �oads tv Ue abvut 1 incl� witla diffe�euria�set�leuaents ou�xe order�f��u�cl�vver a lio�-izov�al distance of 44 feet. 9.6.9 S�e��a� suvgrade}�resat�uation is nvt deemed uece�sa�-y p�ivr to pla�u��,concxe�e; �iowever, t}�e ex�osed fvuadatian and slah subg�ade soil shauld U� inoistur� covditiau�d, as nec�ss�a.y',tv inaiutain a moist covditivn as would Ue exge�reci u�.suc�c�ncre�e�lacez.n.ent. 9.6.1 U Tl�e �ecouunend��.ovs af t�ais report a�e iutended �a reduGe the poteatial far cra�kiug o�' sl�las due �o expausive soil �i�piesent}, differenfial settl�m�nt o�existir.�g so�. or so�wi�]a �� �raryil.ig �h�cknesses. Howe�er, even with the inco�pv�ativn of the x ecommendariavs presented �ierein, faunr�ations, wal�s, and slabs-on-�ade p�aced on such couditions m�y shll exhivit some c�acking dt�e �o soil z�avement andlvr sh.t�a�,e. T�e occu�-ren�e of concrete stuirlkage cracks is independ�v� of tlie supporting soil cha��ct�i7sixcs. 1'lieia occu�rence uaay be redu�ed andlvr co�nalled Uy Iiuv.tiug the sl�unp af t�e can�re�e, prop�r concr�te placeni��t aud c�uu.l�, and by the glacement �f�ra.�k con�iol�vints at periadic inteiv�.s,i€�parti�t�.a�,where re-euhaut s1aU�a��ers occ��r. 9.6.�I Geacc�u s�aot�d be cvusul�ed to provide additivnal desi�n parameters as requu�d Uy t}.x� � struchu�i en�ineer. 9.�' Nlat Foundations 9.7.1 Altezx�at�v�Iy, th� ch�u�h Uuildin� �uay ve suppvrted vn a. xeu�faxGed concrete ruat f�undatian systern. It�s re�vmm��ded that ��e r.nat fo�uid�tions derive suppvrt exc�usi�ely in ue�vly�laced eugiuee�ed fll. 9.7.Z It 1S �IlC1C1�3c�tEE�. tll�� tb.@ �JIa�]OS�CI. @E�ill�7lll�llfi �llllt�lll� ft3llllC��1�� Wl�� lil.l��� SU �.V����� pressure of less thau 1,5�4 psf, wit�� loca�iy �igl7�r p��ssur�s up to 3,O�a gs£ The recoului�nded u�ax�uatun ��la�vable Uealing value is 3,�ti0 poiu�ds �er square foot. '�1ke � Pro,�ecE No.'T�b3�-22-d� - 16- �ay S,?�15 � alla�rable Ueari.ug p�essu�e�xay be increas�d vy «p ta one-th.ud fa� h�nsient lvads due to wind or seisvuc farces. 9.7.3 Zt �s ��conuu�nded that a u�oduhis af suU�ade�ea�ti�n af 175 pounds pe� cuvi� inch be ut�li�ed fo�tlie d�sigu af�nat farw.ftarivu. Tl�e�ad��h�s o�suUga�de�eactiou is hased�a tlie sc�u.az�fvot p�ate Ioad u�.etliati, and slinuld Ue adjus�ed as needed to acco�u�� fo�• fouudation size an�lac�tion. Tl.�e u�oduh�s sha�ild be red�i�ed iu acca�•daace wit�i tlie fol��wiug ecpaatian wheu��sed��li Iarg�r fo�wdations: � � � � �� � � �� �illiere:Kx=reduced s�6gaade moduh�.s K=�wit s���igrade moc€�il�u B=fa�u�dafiqn widtl�i�l feet 9.7.4 The t�llC�11�SS �� �Il{� F�].I]faI•eeva���t fo� tlie �at fotu�da�io�a s��ou�d Ue design�d Uy the p�aj ec�st�ucriu al eug�.�e�r. �� 9.7.5 R�sis�anc�to Iateral Iaadiug Yn�y be provided�y fric�€�n actiug at the base of fviuidatioi�s, slabs and Uy passive eu-t�a p�ess�ue. Au al�awaUle cvefficient vf friction of U."aS a�ua.y be used with�he dead�oad forces in fill. 3.7.5 Passive eai�tli pr�ssure �'or #lie sides of faunc�atio�as a�ad slabs Yv.ay b� eon3pu�ed as an equivalent fluid having a density af 35U po�wds per cub�c fovt with a mnaxiznu� earth p��es�ue of 3:SaD pvtu�c�s�� snua�� f4o�. Wheu �o�uUini.ng passiv� anc� fi-ict�on for�atera� �esistance,d�e passive ca�nponent shai�ld ve reduceci Uy ane-thuc�. 9.7.7 'Tli��n�ximEun �nticipated static set�lemeut far a r��nforced concrete er�uipmeat�ad wi��� a u.��xuuiun al�a�able beariug value of 3,Oa� psf de�Y�in� su�po�-� iu newly placed engiueered fi�l is esri�ated tiv be �ess than I �n�li �.�d acciu below tl�e �eav�est �oaded shlicht�al eleuxent. 5��1.e�ne��� of the fa�u��larion syste�. is expect�d rv acc��r ou �nir��i applicariov af�oad�n�. Diffeieutial settleruent is not �xp�ct�d to exceed 1/� in�h a��r a h���ont�l dastance of 4U feet. � � �� Pra,�eci Na.T263U-22-d� -17- May 5,2Q1 S ��i 9.$ Exterior Concrete Flaf►wark �.5.� Extex�iar conc�•ete flatwark nof suUject tv velaieulu traff c �liould Ue causnucted iu accvrtiauee with �.e recv�eadatians lierein assuiui.ng tlie subgt�€de rn�teixa�s passess a�a Exp�usion Iucie�of Sa ar �ess. Subg�ade soils s�iould l�e co�p�cted �0 9� percent rela�ive co�.npactian. S�a.� �anels shot�d be a u�iui_wu� of 4 i�.xclies tl�ick �d w�.ev iu excess of 8 fe�t sq��e shauld be xeu�fozced wit116x6-�1'2.31RT2.9 (6xG-51G}weld�d v�rue�n�sh or No. 3 r�inforciug 1�us spac�d �S inc�es ce�ter-to-centex in Uot�i du ecfions ta reduce t�ie patent�al fax�zacku�g.In addi�ivn, cvncrete flatwark sbauld b�prvvide�witl�czack cout�ol jvi�ts ta red€��e andlor cantrol shi-i�kage c�ack.ing. Crack canhol spaciux� shvuld be c�e�eiuu�ed �y tlie project stxuchual engineer b�sed upon�h�sla�t�v€c�.i.ess and u�.tended usa�e. G��€teria vf t�ie Aruei�ican Gouc��te �sti�tite �AC�} shvi�ld Ue taken u3ta cvusideratioa�. when establishing cxack conhal spa�ing. 5ubgrade so�I fo�ex�erior staUs n�t subjec�ed to�ehiele loads s}�aiil.d U� �aiupacted u� ac�v�da.nc� witih c��iteria p�es�n�eci iu� �}ae �xadi�� sectian ��-iv�to concx�te placemeut. 5ubg�ade soil s1�oulc�be p�c�pe�ly coYnpacted auci tlie n�o�ishue can�egt flf suUgrade s�il sliould be �verif�d prior to placin� caucrete. B�se ma�erials wi�� no�b���c�uu�d t�e.Caw con�refe tlatwark improvements. 9.8.2 Where exter�v�fl��wozk abuts t�e stiu�ttue at enhaut or exit paiuts, tli��xte�xo�siaU slzould be davvelled iuta the stiuch�re's found.ation sten�vvall. This recammendatiau is in�evded�a �� reduce the pateutial f�r diffexeurial e�evations tii�Y cot�ld result fro�u di��ereuti�� settleme�t or �ninar �eave af the fla.�v�rk. Dow�lling details s�iauld be design�d vy tlie project sti�Yct�u�l engine��-. 9.8.3 T�e�:e�v�€n.enda�iaus preseuted�ierein are iut�nded to r�c�uce tlie�ote�tt�al fox��ack7ng of exteiior slabs as a r�sul�af clifferenrial mo�reuaen�.However, even with i��incoiparation of t�e �ecvuuueudatians p�eseuted hereiv,�s1aUs-on-�rad�will stil� crack. Tl�� occturence of C4llCl�t� sluirlka�,e cracks is inde��ezzdent of the sail supportil�a c}�a��ct�ristics. Tfieu ❑ccu�renG�ivay be reduced andloz conaollecl by litn�itin�tlie slump�ftlie cancrete, the��s� af cxack cautiol joi�n�s au�. graper concrete placement and�tu�iug. Cxack con�-o� joint� s�iould be �ga�e�i at inteivals uo �eate� t1�au 12 feet. Li#erat��re pravidec� by the P�rtlaJ.�d Cancrete Associa�i�n �PCA} �� �terican Caucxete Institute �ACY} present �ecauuuendativns for pro�er con�rete uux, con�tiuction, aud curvag p�actaces, and should be in�oxporated iv.to p�ojec�cvnstnaction. . 9.9 Con�enfional Refaining Wa�is 9.9.1 Retaix�iaa� walls �ot reshai.�ed �t the t�p avd haviug a leve� bac�'ilI s�u�face sliould be desi�ued for a� active sail pres��ue ec�uava�ent ta th�pr�ssure exe��ted by a fluid deasity of ,� . �5 po�u�ds pe� �ubic foot (pc�. �he�� tlxe Uack�ill will Ue inc�iueci at no s�e�er �}�an � . P�o,jecE rrv.rzdso-2a-al -1$- ivray S,�a�5 � 2:1 (liox�izantal ta v�rti�a�}, au active soi�presstue of bfl �cf is reconw�end�d. These soii �ressu��es �ss�uue tl�t t�ie baci�'r'�lt Luatei�.als �tui�i.�x an axea bounded by the wall aud a 1:1 plane ex#endu�g up�vard fio�n�1�e Uase of the wall�ossess au E�of 90 or iess.For tliose lats wliere backf'ill u�atei�als do not�vn,fa�x�#v tlie criteria ve�eu�, �evcon shvu�d Ue cons�il.ted fur additivua�reconunenciations. 9.9.2 U�uesti-au�ed wal�s aie th�se i�.at are a�lvwed to rvt�te more than 4.00�x ���here x ec��;��s t�.e}�ei�t❑f th�r�faiuing partian vf t��e�va�l ir�feet}at th�top of tve wall. 'Wh�re�valls�e res�aiued fra�n�no�euient a�th�top, �n adtlirional�uufazx�i pressule vf I5H�sf shau��Ue ac�ded tv�e active sail press�u�e fo��alls ��fee�Iugli ax less. 9.9.a Tl�e stnic�tua�engineer slio��ld dete�uuue�e seisnuc desigu cate�oiy for tlie pra,��c#.�f the praj�Gt passesses a seis�uc design ca�egoxy of D, E, vr F, t��e propased ret�uuug walls sl�vuid�e designed�rir�i seis�.ic latera�pr�ss�u•e added to #�ie acti�v�presstue. The seiszavc load ex�rted oii the�vall shoi�c�Ue a#riangular disix����tiou with a pressEue af 24H�wher� H i�t�ie height.af the wa11, in feet, resulting iu pvt�uds per sc�ua�.-e faa� �sfJ} exe�-�ed at the va�e of th� wall avd �ero a� tl�e ��� o��ae w�II. �e used a site �nodified pezk g���u�d accelexat�an of�.784� calc��ated fro�n tbe ZU13 Ca�ifornia Bt�ilc�ing Code and app�aed a ps�uda-s�a#ic caef�icient o�0.33. � . . . . 9.9.4 Uiuest�aua�d walls will inav� Iat�rally wli�n vackfilled and�o�duig is ap�lied. The a�u.oau�� af late�a� �te�.ectxon is depeudent ou tl�e wall heig�.it, �e type of soi�us�d for b�ckfil�, and �aads actiug an the wall. T�e��taining walls and unprovements ab�ve tU� re�ai�g walls s�io��l�Ue designed to ivco�pa�ate an ag�ropriate aiuo�u�t of tate�:a1 ciefle�tiou as�e�e��nined by t�e sti�ttcttu aI eu�iraeer. 9.9.5 R��ainaix��walls should be pravided wi�1i a d.raina�,e syst�m ad�qua�e tv p�event the buildup of l�ydros�atic force� aud wateiproofed as ret�u'v:ed by t}ae pra�e�t arclutect. T��e soil inunediately ad�a�ent tv t}�e backfilled retaulln�wall sliould Ue can��ased vf free d�ainu�� �aterial comple�ely�a�ped u�Muafi 1��(or entuval�nt)f�lte�favri�far a Iaterai cu.stance of 1 fao#for tl�e va�ta�n two-tliu�s of t.�ie heiglat of the�etai�ung wall. The upper ane-rliud sl��uld be ba�kfi.11ed with less pe��eable compacted f�ll tn reduce water infil�ration. The t�s� of drainage o���g,s flirouah the Uase of the �vall (w�ep holes} is nat�e�am�nended whexe �li� s�epage could Ue a.nuisance or othe�wise ad�ersely af�'ect the�rope��ad,�ace�t to the base�f tl�e wall. The re�a��uneu�arivus�ae�eiz�assuu���properiy eompa�ted Uackfill �EI af Sfl ax le�s�with uo hydrvsta�ic forces or imposed s�ucha�ge�va�. Figure G pr�sents a �pical xetain.�u� wa1� tiraivage detail. if cv��alitions different tlian fhos� d�sci7bed are expeG�e� or �f specif�c r��inage detai�s are desu�ci, Geocon sliauld be contact�d f�r � additional reco�n.wendatiovs. � �•o�ect N�.'F�G3U-�2-01 -19- �vtay s,aa�s � 9.�.5 In geveral,wa�l fvtwdations�taWin��n�i�iy��um dep�and�vid�li af 1 foat�nay U�el�si�.i�d . . fox an �llo`vaU�e sor�veai�ng press��e of Z,SDU psf. Tli.e proxi.II�ty vf t�ae fo�w.d�►t�on ta�lie to�a�'a s�ape steeper than 3:1 cotild impact the al�vwable soil Ueu�i.ug pressure. T�e�efar�, Geocvn s�iauld lie cous��.ted wl�eze suc�a eaudition is eY�ec�ed. 9.9.7 Tl�e r�cou�z�aendatians �re�en�ed �ierein are �,ene�•ai�y applicahle ta the desigu af a�i�id ' co�ucrete or iva�omy�•etainiu�vcr�l�s hav�ug a u�axuuuxn hei�}�t of�0 fee�. Zn�lie e�eu�that w�lls tuglaer tliau I4 feet ar a�her types of 1�alls �e plaiu�ed, �eocon sl�auld be cousulted �ox addirioual r��orxunent�atio�as. 9.14 Lateral Loading 9.1�.� Ta �es�st �ateral laads, a passive �ressu�e exei-tecl vy an e�uivalent fluid weig}�t af 354 pounds p�r �ubic foot �c�} sl�ould b� us��I for the desigu of faot�ngs o� sl�ear �:eys paiued nea� agai€n.st fo��anona� n.aa�eriais. Tlie a�l�wavle passi�e press�u� ass�uues a hoi�onta�stufa�e�xtendiu�at I�ast 5 feet,a��.r�e times�l�e surface�eneratiu�tlie passive press�ue, wl�ichevex is ��ater. Tlie up�e� 12 inches af n�atei-ial in areas uat pratected tiy flav�slaUs or paven�.eut shv��ld�flt be uacluded in desigu fo�passive resist�uce. �� 9.�.�.2 �f f€7ction is to ve E�sed to r�sist lateral lvads, an �llowaUle coeffiGieut vf fi�i�tiou vetween _ sv�and caucxete vf 4.35 shvuld be��sed fv�des�ga. 9.'�'� Preliminary Pavemen'� Recommendaf�ans 9.T�.� 'T}i� fi.ual pavewen�sections#'or roadwa�s shoulci b�vas�d on�h�R-Value of t}ae subgx-ade sails euc�unter�d at fina� sub�xad� ��e�rativn. St�ee�s s�iauld Ue c�us�.ucte� in a�cozdance with �1�� City vf T�mecula .I1��pj o��errtetTt S�arzdard Drmarifigs. A san�ple of tlxe site soils exlaibited �u R-�a1u� �f G4 when �ested in accordauce with ASTM DZ488. �LT�I�ave use� au R-vah�e af Sn fo�ou-sit�soi�s anc��n R-Vali�e of 7� fo�:aggxegate base u�aterials far the p�u�oses af rhis preli�aiy av�lys�s as Caltraus liuuts tlie suU�ad� R-�alu� to S0. Prelu�iva�y flexi�le�avement sectians are preseuted in TaUle 9.12.1. TABLE 9.'I2.'t PRELIMINARY FLE�1gLE PAVEMENT SECT[ONS As�umed Asswmed As�hait Cx usl�ed Loc�tian TrafffG Subgrade Concrete Aggre��te Iadea R Vaiue {inches� Bas�(inch�s) Parkiug lats sef�iciug li�at-duty��lucles 5.0 SQ 3.� �.� A�cess roads fa��.ea�y't�vck velucles 7.0 5� 4.0 5.4 , � Pib�ect No.Ty63�-22-41 -�0- May 5,?O15 � . 9.l I.2 Tf.te u�per 1� inc�es of tlie st�b�rade soil sho����be cuiup�cted to � dty density of a�lea�t 95 perceut of tli�Iaboratory maxixu�uu dry den�ity u�ar ta sligl�tly aUo�ve optianwn Luoist��re - c�ntent beneath pav�ni�ut sections. 9.1 i.3 The czl�sliad ���egate� �ase ax�d asghalt ca�crete �n.at�rials sliould ccrn.far�n� to S��tiou 2aQ-2.2 and Sectivn 243-G, respecti�ely, of�i.e Star7r�r�j•rI Sp�ci�cations for�ParUric N�or•�s Cans�irctrarr �Greenvoak} and the la�es� edirion of the Gity of Teu�ec��,a Irrrp�az�el�rQrit +St�l?CICIYC�Dl"(117aI17gS. Rase ruat�ri�ls shou�d ve �a�.npacted �o a dzy densiry of at least 95 per�ent �f��ie �aUo��ato�y maxllntun dry d�nsity z�ear ta s�ight�ly aUove o�timu.i.n nlois�u�� content.Asp��alt cancret�s}�at�Id ve compact�d to a density af 95 perc�nt of tlie laborato�y H�eem d�usi�y�n a�cardance with ASTM D 1 S 6�. 9.11.4 A i�i�id Pai�tland cei.neut cancre�� tPCC} pav�ment s���o�� should be placed in d�.7�ewap aprons and crass g�itters. �Ne�a�cr�aCed�.�e z�igid pave�uen�sectivn i�x gene�al confoz�nance with#.�ie pracedtu�e recornn��nded hy �he Arne��call Concre�� �nstiti�te�epa��AC� 33�R 08 Guide for ]7es�gn aud �onshucrian a� Canc�ete Parkiug Lo#s €�sing t��e paran�eters -. presented in TaUle 9.1�..4. TA�LE 9.'�'1.4 R1G�D PAVEMENT DE51GN PARAMETERS �� , Design Pax•�mete�� Design Value Madeilus af sub�•ade reactiou,k 17S��� lvivdulE�s af rupriu�e for cvncrete,M� 55�psi Tra�"ic Catega�ry.TC C and�3 A�rera�e dai�y tn3ck f��f.��,ADTT 1fl0 and 7D0 9.1�.S Based on tlie e�ite��a preseuted li�reu�,the PCC pavenaent sec�ivns sho��ld liave a n�ini�.nnzn tlu�ku�ss as pr�sen3'ed iri Tatil�9.1�.S. TABLE 9.9'�.5 R�C1D PAVEMENT REC�MMENaATIt3NS Lflcat�vn Partland Ce�nent Cancx•e#e{inches) Raadways(T�C} 6.a � . Bus Stops(TC D) 7.5 � Praject No.T2634?-22-01 -ZI- May S,2a�S r�l 9.�1.0 The PCC pavement sho��lt�be pl��ed over sub��de soi� �liat is�ou�pacted ta a d.�y deusity . af at l�ast 9S percen� of �lie lavorato�� �v.axi;uu� d�y d��sity n�r �o sli�t�y above opiuntun �uais�ure contevt. 'T�.iis �aueu3eut s��tian is �ased ou a minin�u.� concrete compressi�e st�eng�. vf appzox�mately 3,5D��s� (pv�u�.ds �e� s�uare i��h}. Sase nta�erial wili n�t be r�ui€ed be€��a�coucrere unpr��em�nts. 9.1�.7 A �liick�ned ed�e or iuteg��al c1uU sliould U� cans�.uc�ed an �1�� outside o�canc�'ete s1aUs sut��ected to wk�eel loads. Tlie �3aickeued edge should Ue 1.2 times tlae slaU tluekz�ess or a uunilr�uni thicku�ss of Z inches, wliich�v�r i�sults in a fliick�F ed�e, and taper back�c�t�ie recamm�nded sla� t�v.ckness 4 fee� bel�vad tlie �'ace af t�iE sla� (e.g.,a 9-inch-tliick slab wat�d liave �n 11-inch-i�.ick ed���. R.�in�orcing st�el will uot be uecessaiy within �lae cancrere fvr�eot�c�uucal �uiposes vrrith the possible exceptivu ❑f dawels a� consi�uctiou jaixats as dis�ussed�.ereiv,. 9.1�..8 To c�nnol �� lacation a�id spread of cvncr�te s�u�"v�ka�� cracks, c���k-coutr oI 3oints �weak�ued �laue joints} sh�u�d be iueluded �n the design a�'the �oucrete ��veuieut s1ab. G`rack-couhol joints shat�d nc�t exceed 3d tiuies �he siaU thi�kness witl� a �naxiaui�m spaciug of 15 feet, auc� sha��ld be sealeel vvith an approp��iate sealant �a preven� �he migrataon of wa��r €luaugh the conhu�jaint to the subgrad� u�aterials. T�� d��t�i vf th� �� crack-control jouats sliou�d€�e dete�mined by tl�e�efe�en�ed AGI repaa-t. 9.11.� Ta p�nvicte�va.d haasf�z be€�veen ad�acen�pa�e�a.eut sl�b sectivns, a butt-type canst�u�tiau ,�villt sh�utd U� ca��sti��cted. Tl�e U��tt-type joiu��shat�ld b� �lv.ckeued Uy at least 24 pe�cent at fhe ed�e a�d�aper liack at least 4 feet fiom tlae face af the s1aU. As an alte�uative to tl�e bt�tt type canstiuctiou jaint, da��re�Iing can Ue �Ysed between C011Sh"[iCX1Dll jaints fv� pavemen�s af 7 incl�es or th.icker.As discussed ia the r�ferenced A.CI��ude,dowels sliauld �ousist of snaoot��, X-�uch dia�eter�eiufv�-civ�steel �.4 inct�es lov� erubedded a vau�u�iun of 6 inclies inta th� sla� �u eitlier side of t��e �ous�iuc�iou joiu�. D�wels shoulcl Ue located at ���e �dpoiu� of�h� sia€�, sp�ced at �2 inc�es an cev�e� and �ubricated to a�law joiut u�o��m�ut w1ule sti11 t�ai�sfezriu� loads. In add�tiou, tie ba�.� sho�ild Ue iustalled at the as ��co�w�nded iu S��tiau 3.8.3 of tlie referenced ACI guide. Th�st�uchual en�i.neer slio��ld �rovide other al�en�ative reca�tun.endat�ons far laad t�ansfer. 9.1 l�.�4 Tlre pe�fa���ance o�p�Ve�ents is lii�}.�Iy dep�ndent on providin�positiv� sru-�ace draina�e away fronu tlie edg� af tlie p�vement. Pan�ing of wa�er ou or ac�jacent ta the p�vem�nt s�ufaces �ll likely ��st�t iu pa�e�nent dist�ess �nd subg��de faihue. Draiva�e fro�. landscaped �reas sliould b� duected �a contxalled drau�age st�laet�ues. Laudscap� ar�as adja�ent ta the edge of�sphalt p�venieuts a�t� nat zsco�neuded due to tli� pat�utial for ' stn�face or uY7gatiou w�te�to infi�h�te th�uud�rlyiug pei7neahle a�grega�e Uase �nd c�iise � Pm,�ect No.'T�63�-22-�I -2?- May S,y015 �! dis�ess. VL�li�re such a ��uditi�u cavnot be a�aid�d, consid�ratiou s�iauld lle gi�en ta uico��o��a�ing �r.eas�ues t�Zat ��rill s�gnificautl� ��du�e tfxe poteutial fa� su��ti�face wate�- �n.igr�tion va�o tlie a��Ze�ate base such �s �x�eudu�g tlie pei�une�ex c��U �t 1eas� G incl�es U�IdW��1�L�V��C1f��UaS�ll7s�t�11c��5. 9,'1� �ite Dra�nage and 111[visture ProtQctian 9.12.I Adeqt�te ��te �ainage is crirical �a reduce tlie pote�ti�1 for cliff�rcn�ial soil uiuv�meut, �rosion �d suvs���ace se�page. U'nder ua ci.ucumstances stioi�ld water�e�llawed�o poi�� adjaceut tv foorings.Th�site s1�auld be�:adec�anc�maintained suc�i�h��siufac�drainage is du�cted awzy fron7 sti�ict��res iri accoidance wi� 2�13 CBG Sectian 18��.3 ar other applicable standuds. Sn addition, s�u�f�ce drai.nage should be duscted away fiozu the t��of slopes in�o swales ar o[ber con�x�ailed clrau�a�,e devices. R.vof avd pave�neut c3.rainage should Ue duec�ed in�o caudui�s�Za�ca�.Y-y xlinvff away fxoru tl�e p�vposed st�-��ctuxe. 9.��.2 Uude��ound ut�iti�s sl�auld b� Ieak fr�e. Utility and u��ga�ian lin�s sliould be ch�ck�d periac�ica�Iy for leRks, �d detected leaks s#�oi�d be repa.iauec� �ra�.nptly. D�ti-in�ental soil �uo�evaent evuld vc��u if wat�r is a�Iuw�d ta iufi�irate �e soi� �'or �rolon�ecl pez7ads of ti�ne. �� 9.'13 Fvundat�on Pfan R��iew 9.13.� Geo�on sliauld review tf�e siru�turai fvunrla#ion p1Rus for tl�e p�vject prior tv �.al sub�uittal.Additxonal analyse�n�ay���equued aft�r i�evi�w af th�fouadatiau p�ans. � Praject Na.'�'�63U-�2-01 -�3- May S,y�IS � � L��If�TAT��NS AND UNIFQRl11�1T1�4F Ct]ND�TtL�NS r. The re�a�endations of this repoi-�pet�tau� only to th� sit� inv�sti�ated and are based upon the ass�w�.ption tli�t tl�� soil covditians do u�t deviat� fi�u� thase diselosed iu the iuv�stigatian. Tf auy�a��atians a�und�siravle candi�ions ue euco�w.t�zed dtu�iv.g consln�ctia�n, az if the propos� covst��c�ion will cliffer fiom that u��icipated lier�in, Gea�an s�zould Ue notified so�iat supp�eni�ntal reca�.n�ndatioz�.s�au l�e given.Tl�e e�a�uarian or identifca�ian of t�ie pvten�al preseuce af ha�a�dous u�atef�als was nat part of tlie scope �f s�i-vices provid�d vy Geocol�. 2. T�aus report is issued with tlie un�erst�nding tl��t it is the�esponsibili�vf the vwne�, az af Ius representanve, tv ensiu�e tliat tlie infv��nataon and zeGonuuend�tions �ontained h�rein are Uraught to the at�entiou�f t�ie arclii�ect and engin��r for the�roj�ct avd incorporat�d into�.he plaus,avd fhe uecessaFy ste�s aie�akev�a see tl�at the c�vt�actor and sub�on�actors�any aut sucla�ecouuvendations v.�tl�e fZelt�. 3. T`he fi�dings of this repo��t are valid as of�lie dat� of€�liis r�p�i�t. Howe�re�, cha�g�s i.n the couc�itions vf a prope�.�ty can vc��u with the pa�s�ge af tivae,whether they are due ta nahu al pro�esses or the warks af �nan an this or adjac�nt propetrtzes. � addit�'tou, chauges in � applicable or �pprop��iat� standarcis may oc�w•, �lie�he�� they result fro�n le�islation or �he �raadening of knowledge.Acc�rclingly, the fiuciings af t�us report may be u��ali�iated wholly or pa�-tiall�r by chauges outside aw: �ont�vl. T`herefvre, tlus zeport is suUject �a review aud sliould n�t be�elied upon aft�r a pei�iod af t�ue�yea�s. 4. Tlie fu�n tl�at pe��fonned t�ze geatecluuc� invesrigan�u for�.e p�aject should be xetai.ned to pra�ide tes�iu�g aud nbse�rian se�vices duriug consh��crion to pravide cantii�uity of geot�cliuical uiteipre�a�ian and�o �heck t�.at the recomn�eudarious pr�sented�ox geatec�wai�al aspe�ts af site de�elopment are inc�r�oz ated �tu�ing site g,�ading, cous�uctifl� vf iu�pro�eruenrs, and excava�ion a� fouuc�ations. Xf ana�l�ez geatec�wical fii-�u is select�d to pex�farYu t�ie testiug and obs�iva�iau sezvic�s d�uYug causti�a�tion o�eratians,�at fu�s�.auld prepa�e a �et�er indica�ing their intent to ass�uu� the respvusiviliries of praject g�at�cluucal �ngin��af recard.A copy af t�.e l�tter sliv��ld Ue g�v�ided ta��e regulato�y a�ell�y for theu recozds. � �c�dition, rliat fum shauld pxovzde xevised ��commendat�vns couce��niva tlie geate�linical aspects of�he pragased de�elogmeut, or a w��.�ten a�knowled�evaent af th�u canc�ureuce wit� tlae �econune�datious presented in our report. They shou�d alsa perfa�7n additiona�analyses dee�ued ue�essary�o ass�une the rol�of Geo#e��ucal En�inee�of Re�ard. � Praject No.T�63U-22-d1 May�,?415 � LIST�F REFERENCES 1. Blake, T.F. I989,.EQS�4RC�,�t Cwrrpzrf�r Pro�crrji,f'os•�lre Estrflzatro� o,f Perrk I�nri.�oi�tal fIcC�Ie�aftorr,fi•a�rr Sor.rtherrr Califa��rria h�istor"ICC7j EAl•thc�irrrke Gr�tc�log, Ve�-sian 3.44b (198�- �aoa}. 2. Boore, D.M. aud G.M Atk�.nsan, Graz.r�rc��t�fonora Predic�iarr for t�re �r•et rrge Hor�r:�r�rxtcrl Cofsr,raar�e�zt ofPG�I, PGY, cr�d 5�Dn�jr;�e�t PS�i at S�ectrrrl Perivcls Bet�,�ee�� D.Q.� nrrrl 10.0 S,E�rthc�uake Spectxa,Vohune 24,�Ssu� I,pages 99-I3�,FeUn�a�y 2q4�. 3. Bryan�', W.A.. atad Hai�t, E.�V., 2��7, '►Fau1t Rrrptrrs•e Haza�-d Za�7es ir� CrrlifD177IQr�, Califoi�ua �evl�gzca�Stuve�Special Public�t�an�2,Zllt�l'Lll7.R�VISlall�OO'�. 4. Califvivia Su�diu�Code,2D 13, State of Califo�nia, C�lifo�nia Cocie of Regulatious,Title 24, Based on ��12 Tutemativual Bui�din� Cade: �t��varioval Conference of Buiiding 4�f'icia�s and Califaz�.a B�uldu��St�nt�a�d�Cozv.niission,3 V�i�uues. 5. Califozxua G�v�ag�ca� 5��vey �C.G.S.}, Guidedif�es for �'�r�drrcrting tlae .�'fa.�arc� vf Srrrface Fairlt Rzrptrrre,N'v�'e No.49,4 pp.,�4��. £. Califo�uia Gea�ogical Su.�vey ��GS}, �arthr�ucrke S�rcrkirag Pote�atial for Cczdifo�•,ria, fiom USGSlCGS Sei�Yuic Hazards Mad�l,CSSG No.03-02,2aQ3. �. Califonzi� Geolagical Stuvey (CGS}, P�ol�avilistic S8IS111ZC Hrrzrrrds 11�Icrppi�zg Giorr�r� 1i�Iotiora�cxge,2�D3, CGS Web�ite:«rwvv.conseiv.ca.�a�le�slr�l�u�.lgsl��map. �. C�lifo�nia Gealvgical Suiveya �'�is»7ic 5hcrhzrz� �cr.�cr��ds rtz Ccrlr.'fvrtzirr, Bas�d on the USGSICGS I'�al�crbitistic 5eisnv.c Ha�uds Assessxnent�PSHA} M�de�, 2�42 �revi�ed A�f�il �a�3}. 10°/a p�a��bility of��iug exceeded in 54 years; cr. �it�p:llrediarect.consei-�ativn.c�.gavlc�slr�tunl�slia�naplpshan�ain.I�tm� 9. Califonua G�olvgic S�uvey, �"s�rna�rrr. .�r�rrt�datinr� Ma� �o�• .�n�erger�c�� P1'ar�Mi,rg, State of Ca1ifa�ria- Coir'�ty o,f Srrr�l�iega, La Ja11cr �]rrar�r-arrgle, dated�une �, 2449. 1�. Ca�ifa��nia. Be�at�hn�n� of T�ansporta�i�n �Calixans}, Di�ision D� Ell�1t12�I'lll� S�.V1C�S, Materials En�iueei-u�g and Testiu�, Se3vices, �orrnsioyz G�rid�1'irles, Yej sior� ?.Q, c�.ted No���Uer,2��2. �I. CatupUell, �. W. aut� Y. Bvzvrgnia, 11�G�[ Grvrarrcl'Motinn NlodQl,f'o1• t�re Gea�reh•ic Mecrfr Hnr�i.�oiatad Col�apo�rerrt of 1'G�, PGT� PGD nrid S� Danzpec� Lirrear Elnstic Res�a�7se �'pe�tra,far Perioc�s Rarrgiirgfrarfa �.D.I tv .ID s, P�ep�u�.t af ve�:siou submitted fvrpublication in the NGA Spe�ial Vohune �f Earthc�uak� Spec�a, Vol�une 24, �ssue �, pages 139-171, Feb�uary 2UU�. �2. Cao, T., B�-yaut, �.A., Rawshandel, B., BT�L1lII�3, D., and V�ills, C.�., Tlre l2et�ised 2QD.�� �'crlifortzia 1'f•aUcrbilistr'e Seisr�cic Ffa��r�c��crps, Ca�ifo�^riicr GeolagicaT Srr1-��e��?Jer�ae 2DD3. 1.3. CDMG, I99�, �X�tris�Pf•ialo SpecrrrJ Strrdies Zn1�e�s .tYla� af tFre �'err�ecr�la Qarc�drn�rgJe, Relrisecl�`rr.raJ rl�ap. � � � Prvject Na.'I2630-22-01 May 5,?OI5 � 14. Gity af Tena.ecula, �O1S, �iu�aroi�e�rrerzt Stcrrrdc�rcl Dra���irtgs, acc�ssed at littp:ilww�v.ciiyvfte�e cul a.orglT�meculalGovenuneutfPuUlic'L�Lro�kslDraw�n�s.l�tu� 15. �hiou, BY�iau S.3. aud RaUe1-t R. Youi��,s, � 11TG�I �IodeT_f'o�• the A�}ercrg� �.Yari:.orrtal Con��aarerrt o�' Penk Gr•arrrrd �I�fotio�r crrrd Respot�ss Spectrcr, prep3:i�.1� for article to Ue publis�aed in NGA Special.Edi�on faz Ea�hqt�ake Spech a, s��-��zoos. 1G. D�wson, T.E., Rackwell, T.I�., V4�eldon�I, 1�.J., and �ilis, C.J., Sznrir�rary of Geolagr'c Dcrta nrrd.�11eUeloprrterzt af.� Prr'or•i �rtptttre �IodeTs fo�- t7re .Llsirzoj•e, aS[�P� JQGI77f0, c�rzd GcrYloek � Faarlts;�sip�errc�ir F.•USGS �pen Fi�Ie Re�vrt��07-1�37F CG5 Spe�ial Repoa-t 2�3F, 2G pp., ���8. 17. Harde�a,D.R., �'a1i,f'or��icr Geolagy,Pzenti�e-Hall,Inc.,�79�}�., 1998. 1 S. Ha�-t, E.�]Lr. aud B�ty�nt, W., �9�7, �a�r1t Rxrpticr•e .�1'cr.�af d Znlaes rn Califorrria, S�ecicrl FrrbTr.cation 4� 19. J'enuin�s, C.W., �'a��1t�ic�r��riy�1�fcrp of Califa��ria cnrd 14c�jcrcer�t�ireas, CDNiG Map I�o. G, i994. 2U. �eunedy, M�cliae�P.,Recerrc}� rr�rd C�c��rrcter of.F`ar���itrg�1lo�rg t)7e Elsir�ore FarrTt Zone ifr Sor�thet�r Riuejsr�l� Cornzt�, Ccrlifarrricr,C.D.M.G. Special Repo�t 131, 1977. 2�. P��UIi�1�a��s Stan�azds, �uc., 2�12r "Greenvook" Staud�rc� Spe�if�catians fa�Public VL�a�ks Gavstn�criau �� 22. Riverside Couu�y F�aad Co��t�o� �td �V'ater Canse�vatiou District, �0�.�, Lvw �pact Deu�Iopn7e�.t BMP D�sign Handbaak da�e�i SeptemUer. 23. Rivexside County�nfo��nation T�cluiology GIS Maps,2D1 S. 24. 5o��the�n ��lif�zxua Eat��ac�u�ke Cen�e� (SCEC}, �999, .Recorlrnrer�der� Ff ocedirr es for I�tiple�rrerrta�rorz of D�G Specrcrl �'rrl�1 rccrtiarr ��7, Girrdelrra�s,for•14r�aly�-rr�g ar�d�fitrga�ir�g .,�i�arefdctia�r�Icr�crrds iri Ccrtifvrrria,March 1999. 25. Tau &Ifenuedy, 2�DD, CDMG Gevlogic�la� of t}ae �'enrecr�l�r 7.5'�,3uadi•arigl�, Sari Dr.'ego cr��d�iy:erside Carrfi�res, Ccrlrfotyara. 2G. Ter.necu�a Eagin�ering Caus�t�taz�fis,Inc., ZU15, Canceptr.ral Grcrdrtzg PTar�,�ot J, �'R355? � S�SIG3-66, G`ity of 2'err�ecxakr, Coirrrty a,f�2i��e�side, State of Califortria, Shee�s 1 t.�u�aug�4, dated Ap�-i117. 27. U.S. G�vl��ieal S�uv�y�T.JSG�},�e.aggr�egcriian of Seisr��r.'c.I�ir:;ard,f'or.PG.�4 arrd?�eriara�s o,f' Spectrc�l.�cceler�rtion,�44�,USGS website:www.ear�. uake.��s s. v�tresearc�.�.a s. 28. United S�ates Ge�logi.cai S�uvey �U.S.G.S.}, �Yatio��crl T�r�ter It�ar�rrrriiorl Ser�?rce: Web .�r7�erface, Groirrrd�vr�ter�,e��ets fvf•the Natiol7, :Il�xw�s.w�tez'd��a.us s. o�rluvvisl �rlevels , �o�$. �9. USGS coin�uter pro�xa�n, L�,S, Seis�.uic Design Maps, http:flearth�,uske.us��ovldesignuiagslusfapplicat�un.pl�u, acc�ssed Novemb�r 5,2U14. � Pro�ect Na.T2G3D-Z2-a1 May S,2Q15 [ 1 3D. 'U��.Yu.g, �.A.> G�•atrnd �Ycrter• r'yt tlae S`arr �TaGir�ta n�7d �"erareGrrlcr �asrMs, Crx1ifarr�ia, USGS Wate�Sup�ly Pape�4Z�, �91�. 31. ��ste�u Municip�l�Nater Bistrict Coop�rative�ell Measurem�nt Frvgrau�, Spriug 24I2. LlST�F AERlAL PH�T��RAPHS Riverside Ca�u�.ty Flvad Cou�io�Dist�7ct, 1949,Fhoto Nv A�M-9F-��1, da�ed May 23. I949. Ri�erside Guuaty Fload Coutrol DistiYct, �9G�, Phata Nos. 3-4Q4 and 3-4US, Scai� 1" = 1,60Q', dat�d 3auuary 3 a, �962. lt�ve��icie County Fload Cov�:ol District, �974,P�iata Nas. �U38, 143�, and 1a4Q, Scale I" =2,�p�', dac�c�Juu�20, �974. Riverside Cauu�y Flaod Cont�ol Dish7c�, 198�,Pl�ato Nos. 14-55 aud 1Q-57, Scale 1"=�,tip4', rlated � May 4, 1980. Riv��side Co�uity Flood �onnal Dish7��, I98�, Pl�ota Nas. 2QU ��d 2fl1, Scale 1" = 1?64D', t�ated Navev7b�r 27, I�83. R�ue��ide Cotu�ty Flood�anhol Distz�ict, I99D,Phatv Nos. 19 2a and �9-Z1, Scal� 1"= 1,G00',dated �l A��� 1 D, 199U. J Riverside Caunty Flond Conbrv� Dis�ict, I995, Pliota Nos. 19-��, 19-1�, a�d �9-�.G, Scale �" = 1,GQ�', dated Feb�va�y 3, I995. Riverside Co�u�ty F�ood Control Dis�.�ct, �44D, Phatv Nas. I9-�S, �9-1G, au�. 19-17, 5ca�e �" _ 1,GflQ',tiat�d Apr��. I2,�00�. . Rivei�s�de GaunLy Flaod�ant�vl Dist��.ct,2005,P�i�to Nas. �.9�17 aud I9-I S, Sca�e �"= 1,G�a', dated Jt�.y �.7,2405. R�.versicie County Flavd Ganhal Distr7ct,2fl�D,Ph�to Nos. �9-i? auc� 1�-18, S�a�e I"= I,b��', dated Ma�ch�G,���.�. � Praject Na.T�63�-2?-flI May 5,�415 ..... .... .. . :: . .. 5 nL1 c�`' : .h5�"" . et#� � . ` �. l�, � f^, F'��tH ' :; ��$ , �-.. ��yA�+itsr�aH3` ... u�ir rl 1I �,,„{�,�, l � ""` .. �� 5l� , �y� , ��:�;. ...r�`.' Vintege:uie�rApart�t:enia.!�; k��� �3: ;' : .� ,r '. � S. 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Tlae �e�colatiou test l�oles i�rere presai�uate� ou Apx�l J,2a I 5. Pe��olat�on t�stiv.�vcias�ex�fo��ed on Ap�xl �D,241 S. Tlie�est pi[s Z�r�re exca�ated to deptl�s n�up�a 1.6.5 �eet to pxt��ride expas��res of the distu�-Uec�siuf�ce so�, fll, and Pauba vedsack. We pe��formed in-sitt� �naisture alld d�nsity t�sting of t���� soils ax selected depths witli a.nuc�eai: �a.oisttueldensity gauge. VL�'e c�llected re�resevtative bag sa�.nples af �e soils in the tes�p��s. 'Th� test pits were laosely bac�"�lled upon cump�etifln. These test pit ar�as s�.iv��Id be re-excavated duzzag grad�ng aud bacl�'illed w�th c��upaeted fill. Th� t�st pit locations aae d��ict�d an�lie Geotec�r�7iccxl�frrp, Fig�u e 2. V�e �ist�ally ex��riined, classified, a�d lo�ed th� soil cvndiriaus encountered in tli� tes� p�ts in general cvufo�rm.anc�with A�TM Inte��ativnal(ASTM}P�act�ice fo�Desc�xpfian auri�dent�fzcat�on af Soils �Visual - Manua� Pz-o�ed�ue D28�4�. The lags af the test �its are preseuted fln Fi�ues A-1 �luaugl.x A-7 �nd in�Iuded h�reu�.. T'�e logs d��ct the�aria��s sail ty��s encouratex�d aud iu�iicat'e the � dep�hs at wlu��i sa�np�es were obtained. Percoiatian �esturg was pe��fo��ned in accordauce wit}a 5ect�on Z.3 of Appeuc��ix A af t€�e Riv�rside Coun€�r—Lvw��act D�velo�nae��BMP Des�gn Haur�Uook(H�adUook}. Tlie p�xcolatiau tests we�e �w.i in �cco�dance witl�.#ha 5ha��ow Perco�aiion Test Methad. Tla.i.s Yue�hod rec�uues twa percolatio� tests an.d pu� deep ��xtev�� �Q f��t Ue�o�v perco�a�on test. elevat�an} exca�ativn p��: Uasiu. The p�rcalation test data is preseuted ou Fig�u�s A-8 tluough A-13. , , � P%�ect Na.T�G3D-�2-01 A-1 May�,?4�S PR��ECT ND. T�834-22-�� �� } � TEST PiT TP-1 0�,�. � �� Q�'� � � 5�iL ��� Z� �h.. 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TZ63Q-22-�1 �� � � TEST P�T TP-� � ��.. �^ �� , �� � sa� ��� � '��- SRMPLE U,,,i �} Z ti r]Z � No. � z �� EI�EV.�N[SL.}�D�6 dATE C£]MPl.ETED 4-8-2t�15 �c�—n� �°` n� � � 4 y ��p� a�� �o � EQLJiPMENT BACKH�E BY:C.Rohinsar� � � v MATERIAL DESCRIPTI�N 4 _�� .�- SM Ai'tlI1C1A�Fl��QA� Silty SAND,�oosc ta medituii dens�,c�ug,uicdiuna l�ro�,fine ta � w�-i-�- SM xuediuu�.5aea�,roats at siu�ce c�'d2-� �{��_ Ps�n1rtt Fnrmntia���ps) 1�4.(? 9.7 �} � I Si�ty SANDSTONE,excavatcs as Silty SANI3,vc�y der�se,dau�p, � mediuu�i�ra�vn,f��to n�ec�i�un.saud � :�_��� 112.{} 14.� �«��- � �� �� :1_i-�- 4- � � 2�a S-1 -_' SP-SM SANDST��TE,�x�avatcs as SANU vvi#�silt,aucdituzy dciisc,c3antp,liaht^ ^-- --..,.. ..,...,.....�. hm«n,fine ta caarsc sa�ad :; �� Totat depth:14 feet Na groundGvater encoiu�tered B�tckf'a.11ed SV-it�loose sai�on 4-5-2015 ``YJ F ig u re A-�s T263[f-22-0t APP�N[}})t A�OR1NG�.�GS'C�1W�l,J�TE.GPJ Log af Tes� P��TP-2, Page '�.of 1 SAMPLE SYMB�LS �...s�uru�v�succ�ss�u�. �]...sr����a�ori�sr �...v�s�an�Nr�o�s�vRa�a7 � J' �...€}�S7[J#�6EE]�R 8AG SAMPL� Q...CHUNK SAMPf.E �,...WAT�R TAHI.E�R SEEFAGE �� ND�:7HE LOG OF 5U8511RFACE C�1�O1Tf QNS SHOWiV HERE�iV APPE��S QNLY RT�[�iE SPEGIFfC BQRING QR TRENCFi LQCATEQP!A�lf]AT THE iJAT� iM7[CA"f�[�,IT 15 NOT WARRAI+ffE€}i�6 BE REPRESEIVTATiVE�F SUBSURFACE COiVDIi'IONS AT OT1iER LQCATEQIVS ANQ T1IVl�S. G EflG�N PROJECT N�. T2�3Q-22-0'i � � � TEST PIT TP-3 0�,., � �� � o � sa�� F�� z� �� saM�� � �n � �p. � z �� EL.EV_[MSL.y 1 D�3 �aTE C�]MP�.ET�d 4-8-247� ��p a� �z � „—�1 O ��� � �� � EQ�iPN1ENT BACFCHO� BY:C.Rahinsar� �- a v MATERIAL DESCRIPTlDN � SM Ax�HF�ri�ti Fili���� .�� _'�_ . -4 w� ry Silty SAND.tract grav�l.densz.d�xp,iuediit�n bra«�n r � r���a� -� �'�� -Moist,dark brn��-t� 119.5 1[].Z _�-��' �# .�� � - �- . i i?.� s.s -�� -�- SM Pattb�Foa�ma#in�(�ps) � -�.� ry Silty SANUSTONE,ex�a�ates as Si�ty SAND,dcnse,fnaisr,niediiun .w� r � bro�vn .,,...,.,.——— ————-- _ ___--_ __ ..,...,....... ................ �SG Claycy SANDSTONE,excavatcs as Slaycy SANI3,�ncc�iuuz densc,f��ois#, � i $ 3�e 7.5- �� �ray,sti�lit organic odar 1�.� •�.-' SM-SM � SANI3ST4NE,exca�ates as SAND�vitl�silt�nd grr��cl,tracc cobbl�s, — —-- ——— ——— �p P3Ql.�-�. ,' d�nse,mais#,nied l�rn�vn •S• �G �_• . Tata�dep�: 13 feet �To grou.nd��atcr eucaur�tercd � Sackfilicd with laase sail oii 45-20�5 F'rg u re A-�, �n-za-01 a��uouc A Sawr�G�a�s�u����.� Log o#Tes# Pi� TP-3, Page '� of 'I SAMP�.E 5YMB4�S �...snM�xar�c v�rsucG�ss�'u�. �]...srEwn��ov�nvrr-�-�sr �...owv�saa��{ur�o�sn►Ra�oj i ] �...p1S'NFtgEE]QR 8AG SAMP€E Q...CHUNK SAMPi.� WA7ER TABiF OR S�EFAGE �� �,... NOiE:�FiE LOG 4F 5U65UR�ACE C�N[7R1aNS SHOWN HEREQN APPl.�FS DNLY A7 Z[-IE SP�GIRC BORING�R TRE�VCH f.QCATEDN ANI]AT THE f?Al� lN4iCATE�_1€iS I�lQT WARRANTED T�BE RE�RESENTAi"[YE OF 5U85U�FAtt'�COND1i1DNS AT aTHER l.4CAT1�1+15 A�?TIMES. �E�C�IV PaosECT Nv. T26�a-a�-�� � TEST PlT TP-4 ��� �- � � � �V� �^ �� � � 0�'m � ¢ Sfl�L �� ��- �� SAIViPLE � � � � �� p ❑ c� ELEV_(MSL.y 1 Q23 aATE C�MP�ETEa d-8-2�15 ��p o a o� a � „��—, Q Ns r ��m r.� �v � EQLJIPMENT BACKHDE BY:C.Ro�inson �- � v MATERIAL.DESCRIPTIt7N � SM A.�tt�Zci�l F�il�(Q�f) _�' _'�_ - � Silty SAND,trac��avcI.laase,diy,mecii�uit 6ro�rrrx,fine ta inedi�utt 4'��_ sa�zd � P�c�2-� :� �1 -Maist,naedi�mi dense ].13.2 6.4 =�YJ"�" � �. � �'�_ �18.5 9.9 -� -'�- 51vI Pauba Fo�•matian{�ps} � -I.� ry Silty SANDSTE]�FE,cxca�ates as Silty SAND,dense,�noist,medi�un r � r bro�vi�fu�e to mediuxu sand .� �r. L � " SP-SM � SANDSTUk�TE,rxcavates as SAND�vit1.�silt,medit�ru dense,n�oist,li�t� �^ ��� �W� �S' �]XU�V1l;xnicacevus 1� �� ^SC Clay�y SANDSTC�NE,excxvates as Clayey SANY7,�ediuin dr�3s�.��� �...... r�— —^^ P����-Z r�� moist,�ay,sligli.t arganic odar $•� f;� �2 -f� a�� '14 �f. - � 4 r�7r 14-1 _� -'�'Jith gra��� .±� f 16 � � Silty SANDSTdNE.�xca�atcs as Silty SAND,iuedium dc�st,ut�ist,——— ——— ——^ �.�............. bro�vri Tatal depth: 16.5 feet Nu g,�•au�d�vater encauntered Backf�lled tivith ivasc sail au 48-2Q15 F��u�� A�,s 72G3(}-�2-01 Ak'I�FJVllU(A B�E�1l�G LO�S 7�N�111TEGPJ Lvg a�Tesf Pit TP-4, Page �I of 'I SAMPLE SYMBaLS �--.SAMPLJNG E1N5E1CC�S5�UL �.._STAIVDARf3 PEI�[E'fRAT1�N'TES7' �...DR[VE SAMPl.�(UNDi5111Ft8�E3] � �'� �...D151UR8E€l OR BAG 5AM�EE Q...CFi[JNK SAlI+�i..E 1...WATER TABE.E OR SEEPAGE � �1D7E�[-[E L�G�SUBS�IF�FAC�C�f�l]ITIONS SHdWIV H�R�ON APP�EES ONLY R�T�iE SPECIF�C 60R�NG�R'iREAlCFi E.flCA"fiC]N AtVD AT TF[E QA'fE INE}ICATEQ.ff IS�VQT WAF�iAMED 7t]B�R�PI�5�1]'A7'ill�OF Slif3SURFACE GOi��E'f'IOtJS AT QTHER LOCATEONS AN�T1MES. �E�C�N PRa.fE�T NC�. T2634 22-01 � � TEST PIT TP-a o�,� � �� � U ' [3EPTH � � SOiL ��� �'�` �F-. ' SWNPL� � � [I] Z� �Z �. �o. � _ �� E�.EV.[MS�..;7��4 DATE CflMPLETED d-8 2a'!5 �i rji a �°� n z ; v W�m �'" �v � E4UIPN►ENT gACKHt]E BY:C.RohlnsQn a � v MATERIAL DESCRIPT�(7N � -�� -�- SM Ai#i�iriel Fi11(gs�f) -�'� � Silty SAND,loose,diy,liglit.�ibi�i,roats at ground siu�ace . � w -MGdieuz�dense,�uaist,uxeditiru brc+�vi���to�edir.ina saz�d �. .�_ .�. SM P�e�ba Fox�nat�au{�Ps) 4 -I-'� � Silty SANJ3ST(?I�iE,�xcavafes as Szlty SANl3,dense,maist,gi�ay,fiae to r�_ --- — nnedi�un sa�id---------- ---- — � �----- -- .,.,...».� ��` SC Claycy SANDST�NEa extet�ates as Clayay SAh�I7,mcdieu�.des.isc, TP�[�5-5 .�� maist,graY,f�nc to medi►u�sttnd,slight arg�nice ador � f� � _�_ .�- �SM � Silty SANDSTC3NE,excacatcs as Silty SAM],n�.�dium de�se,muist, ........ .~.,... ........r ��— $ ——— a�zdiuui Uro��-�,f uc ta aiaditu�a sand _J ...-..,-. .............. .——— SF-S1VI —.._�`�-----���............._........,..._.�----------- SANDST�7IVE,txcavates as SANI3 w7itla silt,d�nse,nzaist,�rangis� bro�vtt,inicaceaus 70 �2 '14 � Tat�1 depth:14.5 frct � �Ta gxoiu3d�vatcr raicoui;tered Backftlltd tvi�t loose sail on 4-5-2015 F�g u re A-5� T163{}-�2-0T APi'EN[?}7CA�pRtNG LDGS TE�IATEGP.! Log of Tes'� Pit TP-a3 Page 'I of "I SAMPLE SYMB�LS �...SA1u�l.1NG t1NSUCCESSFUL �...sr►u����arErt�anar��s� �...owvE s��.E��o�snr�a�ny { ; �•-•I715'i"f1�tB�f?�R BAG SAMPfF Q...CHUNK SAl41P�E 1,...WATFR TASLE QR SEEPAC� �� M�TE:'iHE LOG OF 5U6SfJF2FAG�G�N�rf'IQlYS SHDYIfl+E H�REQN APPLlES Qi�l[.Y AT h��SP�C��7C BaRE�IG QR TREIVCFi lflCATE�!AA[�A'T TFiE DATE IN€}[CATEa. i€15 P[QT WARRAD[IEQ T�BE REPRFSENTATfVE flF 5UB5t1RFACE CONE]fRONS AT O�HER L�CATia1+1S MED TIIVI�S. V�U�VIV PRt]JECT N0. T2630-22-�'i TEST P�T TP-� z W� � .- } � o� �� . DEPTH � � StiIL F�� Z� �� 5AMPLE � �n �. �p- z = c� ELEV_[MSL.}1D�t9 [3ATE�flMP�ETE[3 d-8-20'[5 ��p a� o� � � �s r Ww; � �o � EQUIPMENT BACKHDE gY;C.RoE�;��on a�� a v MATERiAL DESCRfPTInN � -�_J-'�- SM ArtIFcI�I Fili{Qs�� -I.1 � 5ilty SANlI,�aas�,dry,n�ediu�.brflwn t 2 -' # �- '�-J.�.. -M�diut�dtus�,dant}�,rrace g��vel t��- � '� �=1 -�_ -'�- SM Paut�a Farms�tion[QPs) � �-I.'� � Silty SANDST�NEr CICC843fC5 RS SIl�SAND,i�=it���ravel,dens�,m.oist, r bro�vii ~ _+ ��- 8 :�.�J �- �-1 � 1 D �� SC Cl�yey SANT3ST{3NE,excat�afes as Glaycy SAND,�cdiu�n densc. ^^ ^^ ............. ............. n �i� moist,gx'ay,sli�l�t arg�nic orlor � '�2 �� .� Tatal dcpth: 1�.5 fcct Na�nux�dtvater enca��nt�ed Backfs.11ed tvitl�ioose�a�l on�-5-?41� F�C,�U C� A•�s T2630-22-0#APF�NDUC A B4Rf HG LDGS TFJ4WLA'I'EGP.1 Lag af Tesf P[t TP-fi, Page � af �I SAMP�E 5YM@�L5 �...SAMP1.iNG U�fSl1�CES5FUL �...STA3VDARD P�IV�'1'RAl'��N'I'EST �...nwv�s��tur��sruR�y �� �...615i�flRB�O OR BAG SAMPLE Q...GHll�fl!SAA�l..E ,�...WA'iER 1'RSLE flR S��PAC-,� ti lVOTE: Tl-fE LQG OF SUBSt1RFAC�CANE7�F[E}ri8 SHOWN HEREON APPLI�S ONLY AT THE SPEE[F[C BO�iiNG OR iRFaECH L�CA1'iQlV AND Ai"f#i�bAl'E IN€?ICATm.17 lS FlOT WAFtFiAN7EI3'�'�p BE R�PRES�NTA7[II��F SU65URFACE Gq�f[]lTIpNS A7 U7HER LC)CA7EONS ANp 7#MES. �EC�C�N PR�JECT NC]. TZfi3�-��-D'i } TEST P!T TP�7 a�� � �� � � �� � � soi� F�� v,-- �� o � ��, z� az SA�AALE � � No. _ � �� ELEV.{MSI�.}7 025 dATE CDMPLETEa d-$-201� � �i�0 ��?- C)z � � N � ��m r,� g� � E[�UIPMENT BACKHC]E BY:C.Rol�insor� �- � V MATERiAL DESCR�PT�C]N � I's - A�r#i�rial Fill(Qs�f� ——— �—� ......r,..,. :�.J-�- `�Gravel�vit�sil#and saud�laas�,dry,Uluish��y-----------! S1v1 � _{"„��r Silty SANU,uaedi�un dense.n�aist.Ui�o�t*n,micactaus ! h L 4 ��.'���� �r��- _� F-� 6 1 -Fiuc ta mcdiuzn sand �1 i-�- I�� � SC Faub�Formatian(Qps) }��� C�.3yey Sandstana,�xcavatcs t�s Cl�ycy SAND,medi{u�dense,dau�p, ` _ gT2ly,�1I1G t�fI]CClilifTl 521riC1 f D � """S� � Silty SANDST4NE,exra�rates as Silty SANl7 ivi#�a g��el,deuse,�ois#,r. ........... --- --- -�.� � hro�vn,f�ae tn�edifuai sand 'I 2 � �� _� � !- t �..._� .,......_.,......._....,.............,.............,......,.,......,..................._...._.�.._���.._.._._�—————— ��` ——— ——— :��'''• SP-SM SA,NDST4NE,excavates�s SAND zvitli silt and�a�e1,trace cobbies, ���. '~' � dense,r.noist,orangi.sl�Uro�v�,niedi�un.#o zoarse sarzd � .� . Tatal dcg#�: 15 fcct No girviu�d��ater encoiuitar�d Ba�ki"-slled�t�it�laose snil ou 4-$-2U15 F I�V 1"� 1�1�7, �s�o-�-0s���uc A eow���.oGs r�u��.��,� Log of Tes� Pi� TP-�, Page �[ af �I SAMPLE SYMB4LS �...s�un�ur���nrsucc�ss�u�. []...srp,n�va�u��t�nor�T�sr �...DRN�SAMF�EE(i1tVDi5TURBE�y ( �...D[S7URBEE?OR 8AG SAMPLE Q...CHUHiS SAMPl.E '�_' ...WA�R TABI.E�R SEFPAGE � tVQTE:7H�LOG aF 5Lt6StJRFACE CON�iT��[�ES S1�DWl�H�REDH APPi.�FS QNE.Y AT TH�S1�GIF7C�NG QR TREAECH LC3CAi1(]N AIV�AT THE DATE IH€}iCA7ED. IT�5 PEaT WARRANTED T�6 B�iiEPRESENTATfYE QF 513B5E�RFACE COHDt�IqNS AT Di7�€ER L�CATEdi�S AIVD TIINES. GE�CC�N �l � . Pe�cola�ion []ata Sheet Pra'ect N�ime: H�PE LUTHERAIV Jub No. T2fi3DW�Z-U1 Test Hote No: P-� Soil C�assification: SM �3e th+Stand i e: 4.2D feet Ex�a►►atian Ciate: 4181�0�5 5and S�il Cri#eria Tested h : CER �resoak Da#e: 4I9120�5 Actua[PercoE�ition Tested b ; CER Test Date; 4l10I2�15 Water depth measured��-vrn s#anc�pi e Sf�nc#pipe height: .?0 feet Sand 5ail�riteria Test Time Tata� �n�tial'llVat�r Finai Water ❑in Water Percu�ation Tr�al No. T�me �ntervaE E�apsed Le�e1 Level Le�et Rate {m�n) Time tm�ny {fty #�� ft minlinch ,� 47 45 39 39 3.03 3.19 0:1 fi ��.3'€ 08 2� os �� � os 3� �� �o �.�s a.z� ❑:o� �s.s3 _. . .. .. . .. SviE Cr�terEa Normal Reading Timf Time Total Init�al 1Nater Fin��Water s in Water Rercolativn No. [n��rvat Etapse� Level Lerrel Le�el Rate .- tmin Time [min ft {ft �ft� min�in�h �� � as �� 30 �o �.o� �.�4 a:�� 2�:7 �9 45 � � �9 �5 3� BO 3.�'� 3.1� �:�1 ��:� 'IQ '�5 3 '�0 '�.5 30 90 3.C1'� 3.1� 0.'[1 ��.7 'I D �5 4 -�0 4� 3� 1�D 3.QD 3.1'� 0.'11 22.7 1� �� � 'i'I 'i� 3D 'f�4 3.�5 3.15 fl.'!4 �5.a '!'I 4a fi ��'1'4S 30 'l$Q 3.�d 3.'I D ❑.'�a 25.� '1� '�5 � �� �5 30 21 D 2.98 3.D9 0:�� 22.� '�2 �5 $ �i� 45 3[3 24U �.98 3.�9 �.'i'! 22.? �'f �5 g ❑'I 'i5 3n �7'� 2.9fi 3.D?' O.i'i 2�.? fl�'I 45 7 0 8'1 45 3� 3Q0 3.0� 3.'€� �.�� 25.� oz �� �� a� �s �o �30 �.oa 3.�� a.og �a:s. a� 45 ,�2 �� 45 3� 3fiC1 3.DQ 3.�9 �.a9 �7.8 03 '(5 , Fi ure A-8 r ', � �1 Percolatian t3ata Sheet Pro'ect Name: HDPE LUTHERAN Job Nv. T�53�-2Z-�� Test Hole Na. PW� Svil Glassification: SM De #h+Stand i e: �F.2 f�et Ex�a�ati�n Da#�: 41812[3�5 S�nd 5ail Crif�r"ra Tested 6 : CER Presoak C?ate: 41912Q�5 Actua� Percotation Tested b ; CER Test Da�e: 41'[012�15 V1later depth measured fram stand .i e 5tandp�pe height: .8S�eet San Soi!Critgria Tes� Time Tata( �nitial�Ilater Fina�Water d in Wa�er Percvlativn Trial Na. Time Interval E�apsed Le�el Le�el Le�e! R�fe {min3 Time [n�iny tft� �ft �ft� minlinch� ,� 07 53 33 33 �.82 3.'14 �.32 8:59 os zs. � as �s �� �o �.�� �.�s a.a� �s.33 �S 43 . .. . SoiE Criteria`Norma[ Reading Time Time Totai Initiat Water Fin�l Wate� d in Water Percola�ivn No. lnferval Etapsed Lev�� Le�►el Le�el Rate min Time [min� 4ft� �ft) {�t} �minlinch� � 't �� �� 3� 3D 3.03 3.'13 0.1❑ 25.� 09 aa � �9 50 3D 6� 3.a'I 3.09 �}.�S 3�.3 �0 20 3 �� �D 3� 90 3.�4 3.�4 0.�0 25.0 �a �o � �0 5� 3a '�2� 3A3 3.14 0:�1 �2.7 �� �a 5 �� 20 30 ��a �.�� 3.�4 0.�o a�.o �� �a . S ��,.�d- 3Q 184 3.fl4 3.'[5 ❑.'i'1 22.7 'i 2 �0 7" �2 �Q 30 21 Q 3.ti5 3.13 ❑.�8 3'I.3 '�2 50 S �� �� 30 2�0 3.05 3.'I 4 0.09 27:8 'I3 �� 9 �3 �� 30 27� 3.D7 3.'I 5 D.09 �7:8 7 3 �a 'f� �3 �� 3� 3�4 3.08 3.�9 Q.�� 2�.7' 7 4 2a '11 �� �� 3a 33fl 3.09 3.�9 Q.'f D 25.t3 1� 50 '�� �� 5� 3a 3B0 3.08 3.�8 �,'f� 25:� '15 2� . Fi ut�e A-9 ��� l. ,� Perc�la#ivn Data 5h�et Pra"e�t Name: HaPE LUTHERAN Job No. T�63D 2�D� Test Hvle Mo, P-3 Svi� C�assi�cation: 5M De th+Stand i e: 5.2€eet Exca�a#ion Date: 4l81�0�5 Sand .Soit Cr-iteria Tested b : �ER Pres�ak date: 4l912�'�5 Actual Percofation Testsd by: GER Test Date: 411 t]f��"�5 VYater depth measured�rom standpipe St�€r�dpipe height: 'I.71 feet Sand 5ai[Criter�a Tes� Time Tatal In�tia�W�ter F�nal l�fa�er �in Vl�ate� Percalation T�-ia�No. Time in#erval Elapsed Le�e[ Leve[ Level Rate �m�n� T�me �miny {ft� {fti ��t� [minl�nch) � as o� �a 2$ 4.oa 4.�s o.3s s.4s ❑8 3fl � �S 3a ZZ 5� 4.3fi 4.4? �.'f'� 15.67 �S �� . .. .. . .. . . Sail Cr�ter�a Normal Reading Timf Time Tota[ lnit�al Water Fina�11V'atec d in Water Percotation Na. [nterval Elapsed Leve! Le►►el Le►►el Rate min Time[min} �t� �#� #t minlinch � '1 a� �5 30 30 4.#35 4.33 0.28 8.9 D9 55 � �9 55 �� fi0 4.�f 4.3� �.26 9.B 7 0 25 3 �� 25 3� 9U 4.0� 4.29 {3.Zfi 9.fi '�0 55 4 �� 55 3D 12� �.D� �4.37 �.29 8.6 �� 25 5 �'[ 25 3D 'I50 3.99 4.2fi 0.27 9.3 i'[ 55 � �1' S5 3D 1 SD 4.OS 4.29 Q.�3 i Q.9 �2 25 7 '1� 25 3D ��� 4.0� 4.27 �.25 �D,D �2 55 $ �2 55 3[3 24D 4.D2 4.�5 �.�3 'I�.J 13 �5 9 �3 �5 3D 27'� 4,08 �.34 0.22 1'€.4 �� 5� ,�❑ 13 55 3t3 3D0 4.Ofi 4.�8 �.22 �'[.4 • '[� 25 7� 14 �5 �� 330 4.�4 4.�7 Q.�3 '�0.9 '14 55 �� 'I4 55 3D 3fi4 4.D8 4.3� 0.22 'i'f.4 �5 25 � Fi ure A-�[0 � Percola�ion Data Sh�e# Pra"ect Name: HC�PE L�THERAN Job No. T�63D-2�0� Test Ho�e No. F� 5vi[Giassification: 5M De th+Stand i e: 5.��eet Ex�a�ation Date: . 4lS120�5 5and Soif Criteria Tes't�d h : CER Presva�k D.ate: 419120�5 Ac�ua1 Percol�fion Tes#ed by: CER Test Date; 41�I]!2�15 iNa#er dep#h measur�d�rvm stand ipe 5t�ndpipe height: '�.72 feet Sand 5�ii Criteria Test Time Totai lnitiat Wat�r Finat Water s in Water Percvtation Trial No, Time [nterva� Elapsed Le�ef Le�el Le�e! 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DI RE�T SHEAR TEST RESULTS `� HC?PE Ll]1'HERAN �HURCH W E 5 T, � N C. � LaT 9, TR3552 � ��o��co�r�AwG��c��ui7� �al nnv���Er►a.ca�xsbz-�o� PARCEL N��P Bt7DK 5�fd3-66 FHatJ�951-3Q�-23aD FAK 95��3D4-2392 1"EN4ECUi..A, CALIFDRN�A CER MAY, ��'�a PRDJECT N�.T2B3�-Z2-0'� FIG B3 � r APPENDC� C GE�TE�HICAL REPC]RT AND CC3141�PACT�4N TEST RESULTS RtlL1GH �RA�IN� �PER�4T�t]NS BY EN�EN C�RPQR►4TIC]N � FEBRUARY 1�, 7 999 Fo� n HDPE LUTHERAN CHURCH �J _ L�T 9 UF PAR�EL M►qP BC3C31�C 5S]`�3 �� TEMECULA, �ALIFflRNIA PF��JE�T NO. T��3�-22-�1 , �� PrajectNa.T263U-22-Di C-I M�y 5,20I5 . � � �.r ' ~� .. . +�'l4��'tiawF�akiw'r+�r�w+:��~..a.r...�i ii i��.i�feuarecawaado�.��... • • f �Sc�l1 Er�in�ering a^�d Cunsuilin�Su�kEs•Fnglnee�in�Ge��agy■Carr�a��ian T�ng r� `�..:� �,.r . 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SECTIE]N NUMBER AN❑T�TLE PA�E '�.� PRaJE�T L�CAT(t]N AND❑ESGRiPTtON�����i�a�tFrr�arr�rs���eitr.+;r.rr..+.�s�re�s�assw�swaes���a�.a��i�a�'1 . . '�.'1 PROJECT L�CATI�N.................................................................................................'I '�.� PRDJE�T❑ESGR[PTIaN..............................................................,........,....................� . �,d SCC7PE E3F 1fVq1�K e�wi�.arr..�...arar.r��e���rMrrrr��.+rsr���rr�rr�..r..�.y.r..r��»►sr�a.as�era�aa�r►�aa�sr��.►�s�Msi2 ' �.1 TlME�F �RAD�NG ...................................................................................................� . �,❑ C�NTRACTtJR AND EQIJ[PMENT�N�s�a���ss�►a�����r����f.rwr��r��e���s�ra�r�R��s�.....a..a.�ufr►r.a�ry�arr.�.a� 3.'� GRAO�NC C�P�i�ATtQNS............................................................................................� � 3.� CuTIFI�.i..TRA���T�oN..............................................................................................3 ��O i�ti7 llly�+��era��frr�ar��rr���rs�r..�..aa.e.�.yti�r.�rrrrw.�.���...r.�r�a���r��s�������*a�ea��wa�����r��������r��sa..rer���� 4,'I FIELD TESTlNG pRQCE�tlRES.........................,....................,...,................................3 4."�.'� LABDRAT�RY TESTjN�..................................... . ... . ................................3 4."�.� N�Ci�STI]RE-t7ENSkT'f REi.,ATIaNSHlP TEST....................................................3 4.� E7CPAN5i�N �NDE3C TEST.,...................,.....,..........,.....,................:............,..........,,....3 5.� EARTH �ATER1AL5r�.++.+w.ar..�r���Nea.ra.a.+...�errr�r��srN�aMw�ra....��.ra�a�e►y��e�r�yar�e�r�����aa��a�R�������e4 G.Q CC3NGLUSI�NS AN❑ RECaMMEN[3ATlONStaaar.+�.s...�....�s��r�a�a�a����a����a��r���r�.ti������w�����ra�rr4 5."� GENE�.A�. .................,,..............................,.............................................................4 �.� CL�St1RE��.aMr�sray���f����a....�t.».s�����r����ry��a��a�.s�r��.ra..�.r�..r�.aF�r�M►.Mwr�.s..�r�����ra�rr�����s�s������� APREMarx TEST RES►�LTS DRA1�VlN�S � � � �: S -��.�!1..f'Y '�� f� ' M`lW.IK�R�Aeh�7�wP�Yf�w+�f'•...� ... : ., �; • . � ■SnfE E��neer�n�and Cn�suiliag 5etsric�s•�pina�r�ne Geota�y■CcxnD��un Tsstinp � � �.�{��<:z+�:, �` •Ins°CtIUfIS�Cflf1S�Ft1G�E61f IIA3IEII�7I$TBS�f •l�baa! Tes1s'n ■Pertala?in�s�esfin �� � ..""""`""' _ . . . � .... �.s,�<.< <t ��� ' t p� �0 aY 9 � �;t,r�..,...�..2.•..���.•xeY„�.y � A_. ������,�+1�� •�i@D1C(jY'YL��f�OtSfC@$�E1Gr385 *P�1a5B������!'1£�I�RR1L71$IIC 1l5SESS�[iltElLS �� � � ' -., ., .... � .. - -_, .� ...�. ENVi�ONMENTAL St �ED�ECHMlCAL ENGIN�ERING N�71N�RK Febtvary �0, '1999 M�-. Stan Heat�n f�anch❑ �ammunity�hurch �9"I�� Vallej�Avenue Temecula, Cal�fomia 9�59� �9��}G7fi-��18 ! Ff1��909}�7E-�29� � Regard[ng: �EQTECHN�CAL REPC�RT AND Ct3MRaC'C�£�N TEST RESULTS R�3UGH GRAD�NG C�PERAT1t7N5 Lots 7, 8 and �0 vf Tra��35�2, Vallej�Avenue G�ty of Temecula, Cnun�y o�River�ide, Cal[�omia Praje� Number: T��6�-C Referen�es: 'I. EnGEN Carporation, Revrsed �'avem�n� 5ect�anr Proposed 5anctuary and Classroams, Rancha Commun�ty Chur�h, Va�ie�a Avenue, Cit}r o� Teme�ula, Coun�ty ❑f Riverside, Califom�a, P�o�ect N�mber T'10��-GS�� letter dated C}ctobe�2�, '�998. �. EnGF.�i Coxparatian, �eofechni�allGenfogicaJ Frrgirteering 5tuc�y, Proposed Sanctuary and Classrovms, Ranch❑ Gommun�iy Ch�rch, Va[lejo avenue, Ci�y ofr Temecuia, Gvun�y of Riverside, C.a�i�arn€a, Projeet Number: T�a�a-GS�, �epvrt � da�ed Au�ust��: "�998. 3. T�mecula Eng�n�ering Consul#ants, Con�eptuat Grading Plan, RanGho Communi�y �hur�h, Po�fian of Lvts 7, S, 9, 'I� and 'i'� of Tract 3552, plans stamped May '�5, 1998. �. EnGEN Corpnra�ion, Alfuviat �emaval 5fu�y, Fu�ure Addi�ion to Ranch❑ Cammunity Ghurch, �9'�4� ValZe�o Avenue, Giijr a� Temecu�a, Caunty af River�ide, Ca(�fvrnia, Lat 9 of Tract 3552, Pro�ect Number:T�4��-G5, dated Jufy �, 'f 99�. 5. Ca�i�€�rnia �ev Tek, ln�., Gr�clrng and �ompa�tr�n �onfr�l, PUP E5�, �9��1 Vallejt� A�enue, ��fy Qf Temecula, Cour�ty afi Riverside, �afifamia, repa�t dat�d ,�une�, '€99U. �, Temecuia Engine�ring Consul'�an'�s, Rvugf� Graa�rng Plan, Potian v'�Lo�s �, 8, ' 3, 10 vf TraG�3552, Ranchv Cammuni�y�ht�rc�, sheets �I-�, p[��undated. Dear tl�r. Heatc�n: Accordin� t❑ yvur request and signed au#hori2ation, EnGEN Corpvrativn has �erformed freId �bseNations, sampling, and in=place density test�ng at the above r�f�ren�ed site. Submi�#ed, h��ein, � are the test results and the supp�rfEng fiefd and labvra�ary dafa. ��€� F�RQ.]��T L���4TIC�N�NI3 DESCR�PTIl7N : �'� ����.�T-�.a-�..� T-�� � �� ... . �.. ,� . . , .::.: ;.: >...:.. �� ..`�4i.��YSFe,M �;.��,.+��M.�,,.:.w.•::�,��k� ����� ��aC'�Y:ti�ti�AC'�'��§�4.k\t�3Vklrs�k�aY�?e+;�y"+�.�:i� �' _� .�. � �.he,subjec� si� ��ans�sts of ap�roximate� �a";acre�, �oca��d�irsr.es� nf Val[e}o A�enue near .- . . . � ��� � Y.� ��, ��� . _ � � , � . . ; i � Count b# R' . sid� Ga ifcirriia..�.Thets�te�isrb�nurided=>b. ._ _r� � Palma �ri�e�in.the-Ci of Temecc�fa, y iver , _ �., _ ..r, ,...: Y=:: . � �Y � ; �: ��:::::,=:� - ��` "�: '•;`; , -.:�`� �.:�.. ..,.. ... . . .. ` -� i` .... .... ..... .... _ .. ... ,.. . _...._t . , , ..,.._ , . . .. . ..�. . . . .. . ... .i:. y . . :'t- �� �s�: , . ., ...�..�.. .�: .,.�.;,-..,.. ..._...........:..�..�: :i.".:...�. ::j;•':.'i�;:'.:! ."i' '.F a. .n�, '��: . : . ._ ........... ..,.. ...•..c:................... ��.._�:... ... .. .......�� `s.': _ Y r ;:s....� .. . ..........,... . ..,_.....;.. .. . .. . .. �:�. : :' p :': ,., ..: .. . �. . ...:,"� ..-...x...... ....�. .�... . , ..... 4.,,�..-� . ...... �:.:.�! .. ... .. ........... ... ._., _......_.._ .._ ....._.. �......, _,....�:..�..... .�:..: ,.. �.:a'._..�` _ - .. ... .... .. . . . .. . .. . . . —...�... .a. � . .i_�M1: �:....u��,:..•::��o �r��:Y�,�•x. . .c . .... .. .. ........ r.......,...,..� . a � 1 :•:.�c::. .- ...... . . ,: �' ._•. �...r... ........... .t .. �, ._,�;...::-...... ..... ,_;�: . . . . .� ..:. _.` -�-���F:r .. �.:�::..a:�::.._ w i^::. ..;:;R,.,�. m•�:.:::::::..::.��: ... , : ..: .........._.; , .,.... . :� -:. ....... _ -,f'. �"�r`' .. . . :..►. .._ ... �i .���.`-� . . ..... , , =3�95 f�x.. 9D9�''fi7fi�329 ..C7FFdC�;. 'i8 E r r s �irclekN�rt �Su�t�;1 Temecuia �A-92590 �'ti`prte�t9�93�7B ] ., R ��'�.. 4: p �i#�_ I e;C. Q :.. ,. r . R .._. ( :��-�•-; ;.::::.:.:��::::::��,C�.,��.�.. .. p.... . . . . ... .....,..._. ....� _... _. . . . _..... ..� �.:::�.:._,,...... � - ,- .. . .. E3�A�GE.�a,UI�T�� E �:2B't5:c]ran�e A�renu�,Sa�ta:i���.:CA 9�'7f37�•:ph�o€ie;I7�,A�i 5�45=4�51•�:fait;{"I��4f 54fi-�4[k5� c ; . . _ . . _ ... .. _._ . ._._._.__.... .. .... . ._._.__ .. . .. .._.. ... �.. �8 SI�€'E..VS[1N�I.�IL' 'ENCC7f3PC�M • �—{VIGiEL.: �IV.GEiVCDf3P�f'�,NEi' _ _.., � . ..��:-.:�,,.,. .....,�.��.���a � t� . � � �'�a�;.ar.� . . .:.,w�a�v��,.,�..,... ....,..__.........�'��.....�..._.._,.w.�,............ro.��- --�-----..,,...,....... Ranc�a Communi#y Church Project i�umber:T'Eq60-G .. F��r�rary'i 999 �� Page 2 � Vali�jo Awenue and �n�ersta�e '�5 ❑n �h� east and wes�, respe�tivefy, and existing church s�ructures and graded pa�s on #he so�th and nv�h, respec#iveiy. _ '�.2 PR�JECT DE5CR1PTt�M !# is unders#ood t�ta# the sub�ect site is ta be d�velaped with an amphith�ater, clas$raom s#ructur� and ball fi��d area. Pr�or to grading vpera#ians, tapography and surFace �ondit�vns of the sit� were re�at�vefy �lat t� madera�e�y s�oping at a gradienf a� less �han 'i 4 percent, A na�urai stream bed bisecfs �he si#e, extending �rom Vailej� Avenue to the In�erstat� �� Fre�way. �,0 ���PE aF 1�fa��t �.� T�ME o�G�o��� This rapart represents g�otechni�al observatians and t�st€ng during the construc��nn apera#�ans from Juiy�, �998#hrough December 3�, '�998. �.Q CaNTRACT�R ANd E4UIPMENT Th� gradin� ap�rat�ans w�re perFormed by Giay�on �ngineering, Inc. thraugh �he use vf several Ga� ��3 scrapers, one ��} bfade, ❑ne ��} 8�4 � rubber tire dazer and one �'�} water tru�k. 3.� �Rao�w� aPE�aTlvws G�ading w��h�n the subjec� site cansis��d ❑f a �utlfr�l and impar� f fl placement ope�ation. Grasses and weed� wer� removed privr #o fl1 placemen#. Fil� materia( wa� generated fram the sautheas#ern p�r�ians of th� s�te, and used to bring the south►�res�ern por�ians af#he site #a fnish grad� e�e�ation. (mport-materia�i►vas used to br�ng the centra[ and west��n pvr�ians of the site tQ finish grade e�e�a��an. Removai af aliu�ium, sIopewash, e�c., was performed �n the �rv�s�ern pvr��vn o� the s��e ta depths ran�ing from � �� 7 �ee� beCvw ❑�iginai eleWation. D�er-excava��d �a�h material was s�ockpiled and iater used as f El. Fil� s�vpes were consfructed a�ong the natural water cvurse fihat bis�cts the site� re�ulting in a v►�el� de�n�d � c��ainag� channei, gattoms were ❑bset�red, prvbed and found tv b� into compet�n� native ma�e��al by a represen�ati�e a�#his frm. Keying and benching inta cvmpetent bedrock was ' obs�rved during the �rad�ng opera�ions. The expased bvi�ams were s�arifed and maisture �ond�tivned �a a dept� flf 1� �nches then cnmpa�ted fo 90 per�en�. Fi�l was p[�ced in Isns thicknesses of � tv G inches, #hv�oughly maistur� cQn�itioned to nzar optimum mois�ure ' � � content, then campaGt�d t❑ a minirrium of 9� per��nt r�lativ� compac#ivn. Moisture � EnGEN �arporatxnn Ranc�+o Comme�r�i�r C�urch Praje�t N�ami�er:T��5�-G • Fe�ruary�1999 n Page 3 �ondi#inning of#he vn-site soi�s was pe�#ormed during �he campaction pracess, through #ha use flf a water truc�. The pad area was general�y graded to �he e�evat'ta�s n�ted �n fh� Grad�ng P�an. How��er, the actua� pad �oca#ian, d'tmensians, e�e�a#ions, s�ope �ocat��ns and inc�inafions, e#c. were surveyed and s#aked by ath�rs and shau�d b� verifed by the Prvjec� , . CiWi1 Eng�neer. . 3.� GUTIFILL TRANSITi�N �ver-excavat�on was na# perFormed vn fhe cut pv�ion flf the graded pads. Therefare, �uflfll transitions exist on the sub�ect si�e. lt is re�ammended tha# ❑ver�xca�ation he per�armed in the cut por�ion a� cu�l�ll fo�#pr�nt areas ance prapased st�uctur� lacatians ar�e determ�ned. C��er-excavati�n sh�uld be perfarmed in accordance wl�h the recammendations giv�n in �he Referen�ed No. � repar�. �.4 TEST[NG 4.'I FlELD TE�T�NG PRQCE��RES Field in-p[ace �ensity and moisture cvn�ent tes�ing were performed in general accvrdance with A5Ti111-D-29��-5� �90} and ASTM�D-�0�7�88 prvc�dures �ar de#ermin�ng �n-place � d�nsi�y and maisture contenf, respe�five�y, using nuclear gau�e equipme��. R�Ia�i�e compactian t�st resufts were w�thin the �0 p�r�ent reQuir�d �ar al� mafe�ial piaced and campa�ted. Tes� resu!#s are presen�ed in fhe Append9x a�this repor�. FiII d�epths and test ���a#ians were determined from �-eview af the refe�enced gradEng plans. 4.'�.'� LABORATQRYTESTING Th� €v��awing labarator� tests we�-e perfarmed as par� of our serviC�s dur�ng the grading vf � fhe subject site. The test resul�s a�e p�esen�ed in �he Appendix af th�s repn�. 4.'�.2 N��(STURE-DENS�TY REi.ATIaNSHfP TEST f�l�aximum drSr density - op�imum mois#ure ��ntent re�ativrrsh�p tests were conducted ❑n sampf�s of�he mat�rials used as ft[I. 7he �ests were perFormed in general ac�ordance with ASTM D�557-91 pracedures. The test �esu1#s ar� presented �n the Appendi� {Summary a€ �ptimum Mois#ure Content 1 Maximum Dry ❑ensity Relationship Test Resu�#s}. 4.2 EXPANSi�N 1N�E3C TFST A soil samp�e was abtained for expansian pvt�nfiai test�ng from fhe buifding pad area upan compie�ian of rough grad�ng o# #h� suh�ec� sit�. The expa��ivn #es� procedure uti[��ed was ' l � the [Jni�orm Building Cade Test D�signa�ivn �S-�. The ma�erial tes#ed consisted v� s�ity EnGEN Carpnratiax� Ranc�o Cammuni#y C�urch F�ro�e�t Number:T����-C � Fe�tuary�999 �; Page 4 sand, ta sandy sift, which has an Expansion Index of �. This svil is �lassified as havi�g a very low expans�an pv#ential. The results are presented �n the Summarsr vf Expansion Index � Results in�he Appendix v�this �epv�. �.D �ARTH MAT�RlALS The natura� ear�h ma�erials encountered on-site, g�neraIly eonsisted af brawn ta tan, siIty sand �a sandy sil�. f.d �aNCLIJStQN�ANd REG�MMENt]AT[aN5 hio canditians w�re �ncountered which v►rau�d caus� a change in the previvusly provided design �nd constru��ian rec�mmendations. As a result, design and construction shau�d adhere to the recommenda�ians pravided by #he Referenced Nv. � Gevte�hnicallGeological En�ineering Study. �,'� GENERAL Bas�d on fhe abservatians and tes�s performed du�ing grading, �he subject site in the areas no#�d ha� been �ampleted in accardance wi�h th� Re�'�ren�ed Na. 2 �eo�echnicaVGeoiagica� � 'n 5�ud ro'ect ians and �he radFng Cod� af the City af Temecula. The graded Eng�neen c� y � � p 9 site in the areas n�fed as grad�d �s de�erm�ned t� be adequate far �he infend�d use. Any subsequent grading for develapmen# of the su�}ect praper�y shouid �e performed under �ngineering obsen�a��on and t�st�ng per�orm�d by En�EN Cvrpora�zon. 5ubsequen� grading inc�ude�, but is nat iimited �o, any addit�anal fif� p�acemenf and excava�ian vf tempvrary and perrnanent cut and fl! slap�s, In additinn, LnGE�Cvrparati.on should abserv� ai� foundatian , e�ccavations. �bsenra#�ons sh�u�d b� made pr�ar t❑ instalfation of concre�e forms andlar �e�nfarc�ng s�ee� s❑ as to �eri�y andlar modify, if nec�ssary, the �vnc[usions and �ecommendat�ans in this repv�. �bservativns af overexcavat�vn cut�, fill piacemen#, finish grading, uti�ity �r n�her trench backFill, pav�ment subgrade and riase cvurse, retafning wall backfilf, s�a#a prasaturatian, or o#her earth �rark comple�ed�ar th� �evel�pment flf subjec� site � shau�d be per�armed by EnGEN Corpo�ra�i�r�• l� anY of the obs��va�ions and tes�ing �v verify = si�e geote�hnical conditions are no� perfarmed by EnGEN Co�ora�on, liabi�ity for the safe�y ' and perfarmance ❑�#he deveiopmen� is lim�ted �o the actua� p�r�ians v�the praject obse�ved and�ar tested by En�F�T Cvrpora�io�. � � EnGEN�nrpn�tioxx _ � • _ RancC�n�ammur�i#y ChurGh Praject Num�er:T��Ba-G �- F�hruary i999 f �� �age 5 ;' �`.a CLflSURE This report has b�en prepared for use by th� pa�#i�s or p�o�ect named ar described ahoWe. �� may or ma� n�t confa�n sufficient in��rmation �a�-other pa�ies or purpases. The fndings and recommendatians expressed in this repart are hased ❑r� f€efd and 1ah�,ratory tes#ing � pe�formed during the rough grading opera#ion and an general[y accep�ed engine�ring prac�ices and prin�Ep[�5. Na �urther warran�ies are impl�ed �r expressed heyond �he direct � repr�sentatians a��his repar�. Thank y�u f�r the opptir�unity to prov�de fhese services. lf yoU shou[d have any questions � regarding this repart, p�ease d� na� hesi�ate�a contac�#his offce at your cvnven�ence. F�espectfu�ly subrni#��d, En�F..h�'�v�rgaration . � � � �..- : Jasvn n. � r er asb�or r�er�e, GE �6� Field �perati s Manager Pr�nci a4 Geo�echnical Engineer Expir-es 09-3a-�� JDGIC)B:ch �Q�O����f�� �' �'�� $� ���' Dis�nbutivn: (�4} Addressee _ ����� ��',����,, � � � F1�.E: EnGENIRe��rtinglCIT1060G Rancha Gomm�nity Ch�rrc�Rough Grad�r�g � Np, -��� � 7�' � � �c' ��`,����'�'C�'l���'���� ���' G��.��� . � � EnGEN Corparatia� ...� Ranchv Gammunity��urcF� Praje�t N�amber:T1��-C �1. A���endix Page 1 APPEN[]l3� TEsr R�su�Ts � , � EnGEhT Corporatian � Ranchv Commurtity C�urch Praject Num�er:T'1 pfi0-C , Appe�dix Page� �' F[EL[3 TEST F�ESULTS (SUMMARY�F F�ELD�N-PlACE❑ENSfTY TE5T RESIlL.TS} ��ItJ�LEAR C�A�GE TEST METHa�} Test ❑epth Sai� Max �aisture i7ry Relati�e Reqt�ired Test D��� E�eW. Der��i�y Conte�t aer�sitjr Compa�t�on Gampaction Nv� ��99S} Test�.acations �� TY�e �pCF� �°/o� [P�F} �°fo� {°Ia} '� 7-9 Se� Si#e Plan ��'i�3.D '1 1�6.8 5.9 '[24.5 �8.3 9Q � � �--9 5ee S�fe P�an 1�'i 3.a '� ��5.8 9.� 'I 1?'.� 9�.7 �� 3 7-9 See Sit� Plan 'I 0�9.� '� '��G.S '�5.� '�'I 7.$ �3.a 9� � 7-9 See Site Plan �a��.� 7 '��8.$ 'f�.� '1'!�.a 9�.? 90 5 7-� See S��e Plan '��49.� 1 '(�6.8 'i 0.6 '��3.3 97.� 9� � �-9 See Sit� Plan �q��.a � ���.8 8:3 '[��.7 95.2 9� : 7 �'�g See Si�� Plan '1�`�4.0 'I 1�G.B 6.4 '��5.� 9�.�' 9D S 7-9 See S��e Plan '�D"I�.D '� �2�.8 9.� "��4.� 94.� 9� 9 ?'-'�0 See �i�� P�an '��'�7.ti '! �2�.8 1�f.5 'I��.� 9�.5 9� �� �W'I 4 See S��e Plan �#D'�a.� � '1�6�� �D.Z 'I��.9 93.D 9� �� 7-�� See Si#� Plan '�D�2.n � ��6.8 ��.'� ��9.� 9�.� 9D �I� 7-'�3 . See Site Plan '�0'15.� 'I '���.8 8.� '�'i'�.4 9�.� 9� � �3 �--�� See Site Plan '��'l 6.� 'i '{�5.8 7.� '�'��.4 9�.� 90 '�4 7w'�3 See Si�e Pfan 1��S.Q '1 '��5.8 '��.� '�'��.'� $8.4 9a 1� '�-�!5 F�etest af#�� �OQ�.� � ��5.8 9.7 ���.� 95.S 9� • �I� 7�'�5 See 5�e Plan �oao.� '� 1�5.8 �#3.4 'i'[�'.5 9�.7 9� �� �-'�5 S�s�ite P(an '�0��.� 'I ��8.8 8.3 �'1�.9 94.G 9� �S 7-�15 See 5i�e Plan '���4.a '� '!�6.8 ?.� '�'�9.'f 93.9 9a '�9 �-'I 5 See Site Plan '���4.� '� �26.8 7.8 '�'�9.3 ��.'[ �� ' �4 7w'15 5ee Site P�an 'I(�D�.� 'l `�25.8 8.5 'I��.� 9a.'I 3� : �1 ?--'�5 See Site P��n ���5.� 'I 'I�6.8 �.9 'l`I 9.� 9�.� 9U �Z 7��(5 S�� 5i�� Plan ��OS.� � ���.8 �.3 ��Za.� 9�.8 9� ; 23 7w�15 �e� Sifie Plan �008.� '� '�ZG.8 8.9 'I��.'� 9�.7 9� � �4 ���!� See Si�e P�an ��'1 a.� '� '��5.8 9.� 12'�.� 95.6 9� 25 7�'�� See 5i�e Plan 'f d'��.fl �i '�2G.8 '��.� '�'�5.� 9'I.2 9� ; �G 7�'�5 5�e 5i�e Plan '��'��.� '1 '���.8 ��.2 '#'�?',3 9�.5 9a 2� 7-'�B �ee Site Pf an �0`��.� '� '���.8 8,9 '��D.� 95.D 9D 28 7'-'I? See Site Pian '��'�4.fl 3 'i�9.0 8.7 '���.3 93.3 9� � �9 7-`�7 See S�e P�an '�U'��.� 3 1�9.� 6.� `�'[�.� 85.4 9� 3� ?-�� Re�est af#�9 '��'i�4.� 3 �29.� 1�.3 'I�1�i.� 9D.4 9� 3'� 7-�Q See 5�te Plan ��"14.4 3 �29.� 8.3 'f 24.� �3.3 �D , . 3� 7��0 See Si�e Pian 'I�'1�.� 3 1�9.D 9.7 '[23.4 9�.7 9D � E�GEN Cor�oration Rancho G�mmunity Church Prn�ect Num�er:T'I06a-C A�per�dix Page 3 ��, F�EL�T�ST F�E5ULTS�C�NTIN�E�� • �SUfV1MAR�'�F FIELD INwPl..A�E❑ENS�TY TEST RESULTS} (I�uCLEAR GAUGE TEST METHO�} , �T��� rest ❑epth �o�� [�ax Moi�ture �ry Relative Requir�d p�#e E1ev. Der�sl�r G4n�ent Density �vm�ac�ia� C�mpac�ian No. ��998� Tes#Locat�ar�s �F-�-� TYP� (PCF� �°l�} {PCF} �°/o� �°/o� �� 7-�'i See Si�e P�an 'I 0'3�,� 4 '1�8.� �3.3 1'1�.5 �3.3 9� � 3� ?��'f Sea Si�e Plan 'i DO�.fl '� '��5.8 �5,� '�'�5.� 9�.7 90 3� 7-�� See ���e Plan 'f D�6.� 'I �2�.8 '[�.8 ���.7 94.� 9D 3� 7-�� 5e� Si�e Plan '10'��.t? � �2�.8 �3.3 '�'(5.5 9�.'I �a �� 7-�� 5ee Sife Plan ��18.� 'I �2�.8 8.8 '�'��.'i 9�.� 9Q � 38 �'-�� See Site Pian ��'I 8.a � �25.8 ?.8 '€��.a 9�.7 9�3 � 3g '�'[��4 See �i�e Plan �I 0'�8.5 2 �[��.9 '�3.� 'I�5.4 9D.� 9� � 40 '1'1-�4 �ee S��e Plan 'i n��.� � ���.9 8.� '�'��,'� 9U.8 90 41 �'�-��4 See ���e P(an '�D 17.fl � ��7.9 9.3 '[1 C.5 9'i.'1 9� �� '�'I-�4 See Site Pl�n '��'�6.4 2 �27.9 8.5 ��'�.6 � 95.'� �d �� ��-7 See Si�e P(an 'i a�5.� 6 �2�.5 �.� 'i'i 8.g 93.� 90 44 '��-�"� See Site P[an ���5.0 G ��G.5 9.a '�'�8.� 93.5 �� 4� �2-7 See �i�e Plan '1�ti7.� 5 '��6.5 8,�4 'i'�9.9 94.8 9� �5 ��-?' See 5��e Plan '€0��.0 � ��5.5 �(0.0 'l�'�.3 95.9 9� ' �4�' �1�-� See 5it� P��n 'I��9.0 5 'i��.5 9.8 �99.4 9�#.� 90 �8 '�2-� 5ee 5i�� Plan 'i�D9.Q � ��G.5 9.� �18.9 94.� 90 4g '���? 5e� S�te Plan �D'['�,0 6 ���.5 '1 a,� �f'�9.� 94.� 90 �0 '��� 5ee Si�e Plan ��'i 1.� 5 ��6.5 5.7 �'[9.5 94.� 90 5� '[�-7 See Site Plan 'I a'I 3.� 5 ��E.� 9.� 'l'I S.� 93.? 9� � �� �I��8 See Site Pian '�D05.� E '���.5 9.� �'��.3 9a.4 9D � � 53 '1��8 See 5if� P�an '��na.� � '128.5 '1 a.9 �I'i 7.7 93.'� 9� a4 '��-8 � Se� Site Plan 'lqDa.O 6 '�2�.5 `�0.� '�'1C.'� 9"!.S 90 � 55 ��-8 5�e 5ite P1an '#���'.� � '3�B.� '�Q.8 "l�4.'[ 9D.� J� � 5� 'I�-8 5e� Site P�an ��0�.� � ��6.5 9.� 1'��,� 9Q.9 9� : 57 '1�-8 5ee Si�e plan ��49.� 5 '[��.� '��.D �'��.7 9D.8 90 ; 58 ��-� See Si�e F'lan 1��39.0 � 'i'��.4 �.� 1�9.D 9�.� 9� 59 '��-9 See 5i�e Plan 'I 0�9.� 6 '���.5 'I�.� '�'I�.� 9�.� g� ' �0 '���9 5e� Sif� Plan '�010.� 6 ��6.5 '1�.5 '��8.� �3.� 9� ' B'! '���-9 See S��� Plan �[Q'I fl.fl 5 ��5.5 'I�.5 '�'��.� �D.3 9D : 6� '��-9 See Si�e P�an '[01�.� Ca �2G.� '��.7 'I'�4.� 9Q.0 90 G3 '���9 S�e Site Plan �I a48.� � 'f 25.� 8.5 'i��.� 95.� 9� �� i , EnGEN C�z�paration , , • Rancho Commur�ity Church P��jeEt Num�er.T1{7G[}-C � � Ap���d�x Page� ` l, Fl�L�TEST�ESl1LTS��UNT�N�ED� _ ���MI►11ARY DF FkELD IN-PEAGE l7EN5tTY TEST RE5LILTS� �NIJG�EAR�ALtGE TEST METHaD} � ' T��� T��f De�th Max Maisture ❑ry Relative Required ❑ate Elev. �°�� tie�si t y Cant�nt �ensi t y Com�ac#ian Com pacfiot� ` Na. {�9�8} Tes��.vca�ons �� TY��' �PCF'} 4°ra} {P�F} �°/o} �°/c} �� '��-J 5ee 5ite Plan ���8.0 � ���.5 7.5 'I'I5.9 9'I.E 9D - �5 ��-9 5e� Si�e Pian ���0.� � ��5.5 $.3 '1'I 3.9 9a.� 9D 8fi '��-9 5ee 5�e Plan ��d8.0 � ���.5 �.� '�'15.5 9�.4 9a G7' ��-9 5ee 5i�e Plan 'I�'�D.a 5 ���.� "10.� 'f�7.� 92.6 9� 68 '��-9 Se� Site Plan 1 U'I O.0 � ��6.5 8.9 ���.3 �'!.9 90 69 �[�--9 �ee Site P�an �0'��.� � ��6.5 �.8 ���.8 9�.3 9a 7� �2--9 See Si�e P�an ��'f Z.� G �2�.5 "[�:0 '�'1�.9 9'I.� 9U 7� ��-�� See 5i#� Pfart �U`�5.0 5 ��6.a 'I'I.4 'l2�.8 95.� 9� '�� �1�-�i 7 See �ite Pfan 'f a`i 5.� G ��6.5 '�a.8 '���.'� 9�.9 9� �3 'I��'1� Se� Si#e Pla� 1���.D � ��6.5 'I�.'I 'I'�8.5 93.8 �a ' �4 '��w'I 7' See Si�e p�an '�a'I�.0 6 ���.5 '�'I.8 '��1.3 95.9 9� 75 'i�-'i� See 5ite P�an '[�'1�.� f �26.5 'I D.'I ���.3 �5.'I 94 �� 7'� ��--'�7 S�e 5��� Pfa� '!�'��.5 6 '126.5 7.7 �'��.� 94.? 9a 7� ��-�7 See 5��� Pfan 1�'[�.5 6 ��6.5 8.'[ '��5.5 9'1.3 90 ` �S 'I�-�2 5ee Sife P�an �n�9.� � �25�5 �D.� '��?'.4 ��.S 94 79 '1��2� See Si�e Plan 'I�'�8.� � ���.5 '�'I.� '�'��.Q 9�.�i 9� 8� ��-�2 See 5ite P�an ��'1�.a � '��8.5 '��.� '��3.9 9D.fl 94 ' 81 '��-�� See Si�s Plan '�D'�8.0 � ��5.� '�'1.5 '�'�5.'� 9�.� 9� S� 'i�-�� 5e� Si�e P�an �a�8.� � �2�.5 ��.� ���.� 9�.9 �a 83 '��-�� See Si�e Pfan �0'I 8.0 6 ��6:5 '1'[.8 �'��.9 9�.8 9� $� '��-�3 See 5it� Plan '�0��.0 � ���.5 '��.9 '�'�8.8 93.9 9� Sa '��-�3 See S��e P�an '€D��.� G ��6.5 9.8 'I'1�.� 9�.8 9fl ' 8� ��-�3 See Si�e P[an ���i 9.� 6 12�.5 'I�.4 �'i�.9 9�.� 90 � 87 ��-�3 See Site Plan 'I��'l.� � ���.5 '€0.� '1��.8 9�.8 �4 88 '�2--�3 See S��e P�an ���'1.4 � ��5.� 9.3 '�'��.� 9�.3 9� ' 89 ��--�3 See Sit� P[an '�fl�'�.Q 6 ���.5 9.� 1'�5.3 91.'� 9a . 9D �2��8 See Site Plan '[D'�8.� 5 '�2G.5 9.8 '�1�.5 9'�.� 9� : 9� '��-�8 See ui#e P�an 'i�2'I.0 � �2�.5 1�.3 ���.8 ��.3 9� � 9� '[���8 5ee �i#� Plan ����.� E '�25.5 �a.� 'i'�B.� 9�.� 9� 9� �-�9 See 5i�e P�an �.G. � ��5.� 7'.� 'I��.� 94.3 90 � g� '�-�9 5ee 5��e P�an �.�. � ��fi.5 9.� '�'[�.9 94.8 9� , � 95 �-29 5e� Sif� Plan F.G. G 'i25.5 9.5 '#��.'� 9G.5 9D l �`, EnGEN earpoxatinn Ran�ha Cammur�ity Gh�rch Proje�t Number:T��6�-C � Ap��ndix Page 5 � ` FIELCi TEST RESULT���£�NTINUEO� . �SUMMARY�F F�E�.D 1N-P[,.ACE❑EiVSITI'TEST RESULTS) �NUCLEAR GAUGE TEST METHOD} ^ Test Te�� Dep#h Max Maist�re Dry Reiative Req�ired ❑a�e E���. So�� pensify �antent ❑ensity �ompact�o� Compa�tion Nn. �,�g9$� Test Laca�ions �F� TyRe �PGF} �°Ifl} {PCF} t°/�} �°I�} '1999} 9� '���9 See 5ite Plan F.G. � ���.5 �a.4 ��I S.9 �4.4 9� �7 'I-�9 Se� S�e P1an F.�. 5 'I 2G.� �U.2 ��3.� 97.� 9Q �8 '�-�9 See Site Plan F.G. � ���.5 9.'� 'I'16.8 ��.� 9� � � �l �J � EnGEI�Carporativa i ; � Ranc�a Gamm�r�ity Church Pro�ect�fumber:T�iOfiD-C Apper�dix Page 6 1 ' � SUMMA�Y�F�PT�MUM N��tSTURE CaNTENT I M�[M�M �3RY�]EHSITY RELATIONSH�P TEST�ES�LTS ASTM D'�557-9'[ �p�imum Soil 1Vlax�mum Mois�u�� � �vxl ❑escrip#�on ❑�ry C3ensi#y Content Type 4u5�s symbo�� �P'CF} �°/�� � � Si�ty Sand, Brawn ���f� 12�.8 8.4 � Siity 5and, Brown �5M} ��7.9 �.5 3 Silty 5and, Brown ��M} �29.Q 8.G 4 Sif�y 5and, Tan �SM� 1�8.4 ��.5 5 5andy�il�, Brvwn �SM} ��4.� ��.5 � �i�ty S�nd, erawn �SM} ��5.5 9.4 �� Si]MMARY 4F E?CPANSlDN 1NbF�C TEST RE5L1LT5 �o�sture Moisture Conditivn 5v�i Depth Dry Densi�y Gondi�ion Before �Ift�r Testi�°fo} Expansion Type �FT� �PGF} Test�°/a3 [ndex '� '�.5 '�'i 8,5 7.4 �i 3.3 Q : � EnGEN��rporaCiar� f r e Ranchn Camm�ar�ity G�turch Projact Num�er: T'[06�-� - ApPendix Page 7 ( ! . � . �3RA�f[NGS � ; , � , EnGEN Carp�ration � �� , � ; `` ; i � � _�_ ; � a.��Or I ! .� ; . • � ; � � ..,.,.,... _ o I � I o � 'r , :::_ s.• . 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':r.. . ...... ........ ......� ,.:.�:��.:..... .._.... �. .... ...... ...:;�......'.. :�:�":'��'.:�,. .`.: �'.� �� �`2.".'��. . •[.�a i.•.....: � ���.::::;�.�:.���':;..�;,�..�;,:' . � .. .�....:.. ` � ... . .... :; �:. ... ..... . . :....�. . . ;....::. �: ,.. ... .. ..J. ,. .��.:..�i... . . . ....... � ..:�....:..�. .. ::•. .:''. � � ':�. ...�.:. .. ..:. ......�:� . � .... ..........................�.�.......w.�...�...�..-�.....-.......�..,.�.,.��w.«�.�-.......................�-..-..-..-.�...�.-.�•....�..-.--....�........................�......�.......�.�..�.V........�...r�.......................--.....�......�.....,-.. . .s................................V._...........�..........._....-......V.e-.....».�wl....-r--a+.w.,i::-:...-.-.--. � � APPENDIX D RECDM�Ir1ENDED GRADING SPEC�FICAT!=]htS FaR HDPE LUTHERAN �HURCH LDT 9 �F PARCEL MAP ��DK ��163-�� � TEMECULA, CALIF�RNIA PR[]JE�T Na. T�G3n-22-D'� � Pibject I�Tn.T2G3�-22-�1 D-1 May 5,Z�15 � RECC)IL�IMENDE[3 GRI�kD�NG SPECIF�CATI�NS '�. GENERAL �.1 Tl�.ese Re�vnvuended Gzaciing S�ecif c�t�ovs sl�all be used in caujtuictiou wi�li �lie Geot�clini�l Report for t�ie�roject pregared Uy G�ocun�aud Empire,Ti�co��orated. TliE reco�rnendaCions con��iu�d in the text of the Geateclvucal Repart are a �ai-� af �e ��-€�iw�rk au�i �rading s�ecificariaus and sliall s�tpe�sede t�e �xovisions cvn#a�ed liereiu�afte�u��he�ase of conflict. � �.2 Prio� tv �lie ca�en�einent af �a�ing, a geotecluucal consulta�t ��onsu�tant} shalr Ue emplayed far tlie p�upos� of oUs��ving �a�rthwork proced�u�s aud testiu� the fills far suUs�a�atial confvi�uauce wi�l� tlae re�avuneudat�a��s of tlie Geote�luucal Repoart aud ��ese sp�cif�catious. Ti�e C��,sultant sI�ou�d pr�avide adequ�t�t�sting and aUseiv�tia��s�ivic�s so that �tiey u�.y �ssess ��hetl�er, iu tlieu ��iniov, tl�e work was peifo�med in s�ibstantia� ca�.�fo��.n�e witl� t#�ese specific�ti�ns. �� s}�all be �lx� responsiUility of t�.e Cautx�ctax to �ssist t�ae Ca���ltant an� �eep �h.�n� a�prised af wark scl�edules aud clianges so tliat ��rsonuel Luay b�seliednl�d a��ardi.ag�y. 1.3 �t sliall �e tl�e so�e res�onsiUility of�lie Cont�actor to pxo�ide ader�ua�e ec��up�ent and � ine�l�ods �o accoiup�ish t�he wor� iu �ccordauce with applicavie �x�d'u�.g cades vz a�ency `-�. n . . . �rdinanc�s, these specifications alld tl�e ap�rv��d g�ad'ua���ans. If, u� the fl�uuan of the Const�tan.t, �u�satis�'acf�zy cont�iti4ns suc1� as t�uest7ionaUl� svil matei-ials, pvvr u�aishue �onditiau, inad�r�uate eo�upactiou, adverse w�ath�r, �@SEIl� lll �- C�i�r�il� of wark �or iu cvnfa��n�uce with t�iese �pecif�ca�ians, ��.e Const�rant will be eu�powered to rej ec� �.ie work aud recc�uun�nci �� t1�� Qwue�- �t �adiug be stopped uutil tlae uuacceptable cavditious�re conected. �. DEF[NIT��NS �.� �vner shall ref�r to th� awner of the�rope�-ty or the �ntity on wliase veli�L#'tli� gi�din� wo��k is �eiu� ge�-fa��xned and who l�as conhac�ed �rritl� the Conha�tor to have �-�ding �erforn�ed. 2.? �vnt�•ac�or shal�refer to tl�e Cont�a�tor peafornun�,t�ie site gradiug work. �.3 �ivil Engiueer or Eagiu�e�• a�Work sh�ll re�'e�tv tl.�e Califo�.x�uia licensed Civil Engiueer or cousi�iting fuv1.respo�siv�e for�repa�atiou af t�e�adin�plaus,su�v�ying aud v�r�ifyiva� as-�aded tapa�raplay. �� GTE r��v.s1�147 �� 2.4 �onsul#au# shal� refer to th� soil e�gineering aud eugi�eeiYug �eo�ugy �vnsultin� fun� `` ' re�auied tv pra�ride g�oteclvuc�l s�r�vices for�l�e�r�ject. 2.5 Soi� Engiueer shall xe�er tv a �alifo�naa li�ensed Civil Eugineex �e�a�iued by �a� Qwne�, who is ex�erienced�n the pl�ctice ❑f g�atech�ica�en�i�aeei-i�.g. Tiie Soil Eugineer shail be respansible fox Iaavu��c�ualified�ep�esenCat��es on-site tv �Userve and test�.ie Coutra�tor's work fo�canfoY�uauce with tliese speci�i�atians. 2.G Eng�nee�•ing Geologist sliall a�efer to a Galifo��i�.liceus�d Engiueeriug �eolo�ist reta'v.1ed by the awner to provide geola�ic aUservatians and recanuuendatians d�uing �lie site �radin�. 2.7 Geotechnica�Repvx•t shall�efer to a so�3 r�pai�t�inc�udi�ig a�I addenda)which may iucl�tde a. geo�ogic re�onnaissauce ar�eologic iu�esti�atiou that.was �rep�red speci�cally for �he de�e�apruent af tli� �roject fa� wl�ich t}.i�s� R�coulmended ��ading Specif��atious are in�ended ta ap�ly. 3. MATERIALS _ 3.I Mate�x��s fo� GdII1�3�Gt�C� �111 sliall coasist of a��y sai� exc���ted f�o�v. fl�e cut areas o� � � i�uparted�v the site tl�at,�u tlie vpinion of�e Causultant,1S Slll�c����fqT�1Se lIl C4IlSti�ICt14ll of f�lls.In g�n�i�l, fill�nateri�s can ve�lassified as sar'J f�ls,soft-�ock fills or r ock fil�s,as d�f ned below. 3.1.1 Sall �i lls axe def�ed as fil�s c�utauung uo �vcks vx liard hunps greate� tlzan i2 inches �n ma�i�.utun di.r.nenszaa and cantauung at Ieast 4� percent vy weight of mate��.al snaaller�hau�/4 iuch in.size. 3.1.2 Sail-rock�€lIs are defifn.ed as fi��s can�aiau��no racks or hard�wups ��ger thau 4 feet i.ri maxi�.uiun d'unensian a�d cont�ining a st�ff'i�ien��nan7x of svil f ll to a1lvt�v fo� proper compaction of soil �ll aro�uid th� rock ft�ag�euts ar l�ard hunps as s�ecif ed iu Paragra�h G.2. Qversize rvck is defuied as u�a�e�xal �eater than 12 ui�li�s in tbe�axiniiun di�ensiai�. 3.�.3 Rvck fills are defived as f lls�ontaizuu�no rocks a�:liard Iu�n�as l�u:ger�lian 3 feet in uaaximtuv di�ension aud cautai.�v.u� lit��e or uo fwes. Fiues �e def.�aed as �terial s�naller thau%�incli in va.axu�tun dunensian.Th��uaut�t3r of fin�s sli�€11 ve less than app�oxunate�y Z�p�rc�nt�f��e rack f�11 quantify. �� G�E re�.0�lQ7 �, 3.2 Mat��-iai �f a perisl��ble, spaugy, ar a�he�wis� unsuita�l� nature as dete��ed by tlie � � Ct�us��ltant s}�lI not be usecl in f Ils. 3.3 Materials use�i for fill, ei�e�unp�rted or ou si�e, s1�all vot Gontain 13a2�rdvi�s �nateria�s as defu�ed Up tl�e CaliGfo�uia Code af Reg�rIarions, Ti�Ie 22, �i�ision 4,Cha�tear 34,Ai��1es 9 and 1�; 40�FR; �nd�ny o�l�er a��licabl� 1oc�1, sr�re or feder�l �aws. Tlie Cousultant shall not be respousible far�.te ideut�ca#ion ar analysis of the�o�enria�presence of haz�rdo��s inate�7als. Hawe�er,if o�ser�ations, ado��s v�soit discoloa�tion cause Cousultant�o s�€spect the �rese���e of laaza�dous u�atei-ials, tlie Cansulta��t may requesr frorn r}�e �wner tli� te�u�.ina�ivv of gradiu�, vperativns wi�€iira t�e affected area. Privr to res�w�v.�g g�ading op�ratians, the �wner sh�ll pravici� a wi�€tten �epoxt �v tlie �anst�.tant iudicatin� t��at tlae suspect�d�.uate���ls are not ha�a��i�us as defined by applicaU�e Iaws and re�ttlatioz�. 3.4 T'�e outer I5 f�et of sotl-rack fill slopes, m��sured �iorizan�ally, s�io��.d Ue cona�osed af properly cor.npacted sail fill�n.a�er-�als ag�roved vy�lie Cous��ltant. Rock fill m�y exte��d �o t1�e slape face,provi�ed#]aat�he sla}�e is vvt steeper thau 2:1 (liori2an�al:vea-t��al}�nd� soil layer no t�ick�r�h�n I2 ivc�ies is t�ack-walk�d ou€o tl�e face for iandscaping p�upos�s. Tliis pzocedt�re may Ue u�ili�ed p�ovic�ed zt is �.ccepiabl� tv tlie ga�eining a;�ncy, Qu�er and Gonsultaat. �� 3.� Sav��Ies of sail mate�-ials to be t�sed fvr fill shauid v� test�d in th� 1�Uora�o�y by �e Gonsultant ta det�rn�u3e tl�� ma:�un� densiry, optuutuu �aaaist�u� confent, and, wlieze appropi�ia��,shear sti�ength, expa€�sion,g�.•ada�ion and chenu.ca�cliaxacte��stics af�e soi�. 3.G I�uring gradin�„ s�il oz growidw�t�r C�IlC�Itl�IlS othe� t}�an thos� id�utif ed in tlie Geotecluucal Repar� may be enco�u�.te�ed by �e Conhactor. Tl�e Collsul�aut slia�� Ue no�ifi�d un�n�diately to e�a�ua�e the sigruf�.�an�e of th�uvanticipatec�candi��ou 4. CLEARING AND PREPARING AF�EAS TC3 BE F�LLED 4.� A�e�s to ve excavated and f���d shall ve c��ar:�d and grttti�ed. �Ie��v� shall consist v� complete remo�a�above the ground stu�a���f tr�es, sttun�s, b�usli,ve��tation, u���-�de shl�chues, �ud suxul�: �e�z�is. Giubbing s1�a1I consist af re�no�al �r�'stwn�s, raots, b�u7ed lvgs aud a�he���uitav��n�atei�ial aud sha��be�e�faixx�ed ira ar�as to be graded. Rovts �ud oth�r prvjectiaus exceediug 1% inches iv. diatnete� shall be reino�ed to a de�t�i of 3 f��t velaw the s�u face �f the�,rau.nd. B�rra�v areas shall b�gil�bbed ta t1�� extent nec�ssa�y to �ra�ide suitable fill�nate��iats. � GTE r��.a21�7 � 4.� A�iy �s�l}a�� pave�uent �.uaterial removed dLu-iug cle�riug ogeratians slioa�.d b� properly � � disposed a� an approved of�sit� fa�ility. Goncrer� frag��n�s tl�a� ��e free of exposed reinfarci.n� steel u�ay Ue �lac�d in fills, provided tl�ey ue pl�ced in acca�da��ce witli Section 6.2 ar G.3 af tlus docur.ne�t. �.3 Afte� ciea�-iu� and gn�Ubiu� of orgaui� uYatter and o��er �u�snitaUle z�a�eria�, lavse o� pvrot�s sails sha�I Ue reiuo�ed to the dep�h recav�uended iu �he Geatecluu��l Re�ai-t. `The d�ptl�of re�.nava�and coznpactian s�aulti ve obseived and appra�ed by a represen�ariv'e tif t}.1@ COI1S�t1�r�I1�. The�xpos�d stu�f�.ce sliall th�u be�lo�ved or sc�-ifr.�d to a�nu�i�Et�u deptl� o�G inehes �nd�u��il tlie s�u-face is f�ee fiaul une�en feat�ues tl��.t wo��id tend to p�eWevt �uiifoini cornpa���on by t�e et�tu�u�.eut t'o�e t�sed. �-.4 �There the s�ope ra�io of the original ground is ste�per thau 5:�. �oi-izontal:vertical}, ar where r�cvu�n�nd�ct by the Cansultant, t�.ie oi-�ginal graund sl�au�d Ue Uenclaed �u acc�rdance wi�h the following illust�atian. TYP�CAL BENCH�NG DETACL F'inish Grade f3r�gina!Graund ��_ 2 � � F�nis�SEope Scrrface � Remo�e AII U�sui#a�fe Material As Rec�mmendad 6y Cansultant Sl�pe Tv Be Such Tk�at 51oug�ir�g ar Sliding Daes N�t C?c�u� I Varies I n�� { See Nots 1 See Nate Z Na Scale DETAIL N�TES: �1} Key�idtl�„B�� shauld Ue a u�iniun�un of�.D feet, ar sufFcie�utly wid�ta�e��rn3it ca�plete t�vera�e wi�l� �lie cau�pacizo�a �quip�.ueiat ��sed. T1ae Uase vf#he key slivuld Ue�aded hvi�antal,ox ua�lined slightly u�ta�e n�hu��slope. ��� The vutside a� the key s�tvuld l�e l�elaw t�ie tap$c�il vr �wsuitaUle stuf�iai materi�.aud at l�ast� f�et u�ta d�.use fozxnatiflna�mate�ial. �Vl�ere l�rd rock is expased iaz tl�e Uo�tou3 of#h�key,��dept���nd confi��u�ation af tUe key�y be ( j madi�iied�s apprvued by the Cvnsultant. �J GIE rev D2lU7 � 4.5 Af�e�areas to receive f�11 liave lieeu ci�ared a�d sca��ified, �1�� su�-face s}�vuld be moisriue ;' co�dirion�d to achie�e the p�oper �uoistw:e cvvtent, a��d coz.ugacted as reco�aended in Secriou U of t�iese speeifi�arions. 5, C�MPACTI�N EG�lJ�P�AENT 5.1 Camp�crian af sail or soit-rack��l shall be accam.plisl�ed Uy sheepsfoo�o�se�eu�ed-ste�l wheeled rolle�:s,�ri�ratoiy rollers, �.nultip�e-W�1����3ll�till�7�1C-tired�all�rs, ar a�er typ�s of �eceprable �oin�ac�€oaa equipmevt. Eqiupm�nt sha11 U� of sucli a desi�v th�t i� will Ue �agable of cv�upa�ting the soil or soil-j•ock fill to th� sp�cified relati�e �vnipacri�u a� tl�e sp�cif�d maisttu�cantent. 5.2 . Ga�pactian of�ock f l�s sl�a�l b��erfvz�ued iu accoxdance wit�a Sectiau�.3. S. PLAC[NG, SPREAO�NG AND CDMPACTI�]N �F F�LL MATERIAL G.I SaiJ fill,as defued�Para�ap�a 3.1.I?s1�a1I Ue placed by�I�e Gontraeta�iu accordance with tlie follo��ing r�cauunenc��tions: G.I.� Soi1 �.11 shall Ue placed by �he Covt�actor in layers that, tivlien �ou3pact�d, shau.ld �_� euerall uot ex�eed 8 iuches. Eacli 1� er shall be r�ad ��eu� aud s}�aII be � Y Y � Y �oro�a�hh�.y mix�d dw.�in� spreadin�, t.o vUtain tu�ifo�xuity of�.uaterial and�oFsitiue in each Iayer.l"lie entue��1 shall Ue cansti�icted as a unit v.i nea�ly leve�li�s.Rock n�ate��a�s �eat�r than I2 inclies iu uiaxi�um �ir.uension shall be placec� ii� SCC���c�llC�W1tYl S�C�I�Il G.2 a�G.3 of these specifi��.tivns. G.�..2 In ��ue�al, ilie sorl f I� shall b� coaGnp�cted a� a moishue content at or above �1re aptimw€n-maistu�e conten�as de�erm�ned by�LSTM D 1S57-a2. G.I.3 �en ��ie moist�ure cantent of saiJ fill is ��low that speczfied �y the Cansultanr, water shall be added by the Con�iactor until the n�aist�.ue coutent is u� the rang� specif ed. �.�.4 Wlien tlie ntvzshue conterat of the sail fi�l is abo�e the range specifi�d by the Cousu�taut or too wet ta ach�e�e p�opex conapa�tiou,the soiT fi1I sha�l be aerated�y �he Cc�ntractor by bladinglinix�in�, or otl�er sat�sfac�oz-y �uet�ods �uitil t}�e invist€u�e cc�ateut is wi.tliin tl�e r�uge s��cif ed. � GIE r�v�32l�7 G.1.� Aft�r��cli laye�lias Ueen placec�, �uix�d, aud spread ev�i�y, it sl�all Ue tlivrougl�ly �� �a�upacted �y tlYe Gan#rac�Q� Ya a ��e�a�i�e campactian �f at. least 9� percent. Relati�e co�u�actian is defined as tl�� ra�io ��xp��ssed i�percent} vf��e u�-place �ry deusity o� the �ou�pacted f�ll to tl�e z�aximum laborat��y c�.y d���sity as deter�t�.ined in�ccord�n���itl�ASTM D 1557-fl2. Compa�tivu s1�a1�be c�utinuo�is ove�the euti�-e area, aud�v�upactiau er�ui�n�ent sliall�.�ke sufficient�asses so t�iat th� spe��fi�d. T,�;Y�;��umn r�l�tive camp�ctian has Ueeu aclue�ed �lirvugliout tlie eutue fill. G.I.G Wher��ractical, 501�5 I]c'lVlll�c'i�.l EX�]�17SI4ll II1a�K�'�c���T�It�Il SD SI1013.1[��}�p�aC�C� a� �east 3 feet below f�sl� pad grade a�d shoYil.d be carn�acted a� a x�oisriue coutent gen�rally 2 ta 4 pe�c�nt��a�er t�ian tlie c�pti�uum Fuaishu e eou#eii��or tlie material. 5.I.7 P�ope��y cau�pactet� sail f�ll s1aa.11 ex�end ta ��.e design. srufa�� of f Il slopes. To ��hie�e proper cau�pa�tion, i� is recvmmeude� tliat �1 slopes be aver-built Uy at least 3 �ee� and t�en cut to �he d�sign g,�ade. Tlus proced�u� is consid�r�d p��fer��rle to irack�wall�ng of slopes,as desc��bed iu the following pa�:a��ph. G.I.8 As an alte�native to vver-b�uldi.ug of slopesa slo�ae faces u�ay Ue Ua�k ralled�c�itl�a �� he�Vy-d�ity Ioac�ed slieepsf�ot or vibrato�y ioller at �u.aximu�n 4-foot fill �ieigli� inte�va�s. Upou compleri�u, slapes s1�ou�d t�aeu ve t�ack wallced with a D-S dazer or suxular e�tu�naev,t, su�h that �. dvzer ix a�k cav�rs all slop� s�u�faces a� Ieast twice. G.2 Soi1-rock fill, as defined in Pa�agrap�a 3.1.�, slial�ve placed�y�lie Canhactvz�acco�davice with the fallawv.�g�ecam.u�enda�ion�: G.�.i Rocks larger ��n 12 inches bnt less thau � feet in maxiuuum di.va.ensiou ruay be in�o���rat�d inta �e co�npacte�soil fill,but shall be linutec�to th�area measiued �S f�e�n�iuunu�l�oY�i.zonta�ly fiou�the s�ape#'ace and 10 feet below fuusli gra�ie ar 3 feet Uelaw the deepest uti�ity,wliichever�.s c�eeper. Ttl�'�1�BV�llt��lc�t p��C�IriBll�4� a�ers�ized rock is�lavned l�ss thau 10 feet below finish�ade, 15 feet�eEiu�d slope face, or 3 feet Uelo�v deepest �itility, Geocov sliauld Ue �ous��lted far additioua� recovlwen�atians. �.2.2 Rocks o� �ock frag�nen�s up to 4 feet in �v.axi.nlwn c�ixnension may e��her Ue uidi�i.dually plac�d ar placed iu winci�ows. Under certain couditious, �oeks or rock fi�gments u� to 1Q feet in maxi�.v�un diuieusi�v u�ay be placed using sivular �� xn.ethods. Ti�e a�ce�tability a� placing rock ��tez�€als grea.te� tl��zz 4 f�et in G�E rev.Q�IQ7 ��aximuu�di.��ensian sl�al�l�e eva�uated dtu�i.u� gr�ac�in� as specifi� cases arise and �' sha11 be appiav�ci�y�lie CdnsYt�tant prio�ta p�acet��nt. G.2.3 Fv�iud��id�tal pla�ez.neut,suffcient.spa��sl��ll i�e p�o�€ded Uetweez��acks to allow far passage af co�upa��i�n ec�uip�uent. G.2.4 Fo�• wiud.raw plac�ment, �1�� �ocks should be �laced �n t�euehes exeaVated iu praperly �o�.upacted svTl fll. Tre�aches s1�auld Ue app��x,.uuately 5 feet wide avc� 4 feet deep iu iva.xi�tuu d"uue�sian. The vaids arotw�and Ueveatli�a�ks should�e filletl witli appraved granz��r s�i.I having a Sand Enui�alen� of 3� or �eater and shvuld be compaGted b�r floodiu�. �iuci�:vws uxay �lsv Ue plac� u�ilizuig au "openwface" method i€� lieu af ths tiench praced�ue, however, �iis �ethod sho��ld fust U�ap�ro�ecl Uy th����7sultant. G.2.S Windrows should g�n�rally ve pa�.�ail�l to each otl�er and n�ay b� pla��c3 ei�lier pa�ai�el�o o��ea�endicular ra t�he face of tlie s��pe dependiug on the si�e geon:�etiy. The minimum t�o��2ontal spacing far wincliaws shall U� 12 feet eenter-to-c�utez �vi�b a 5-foat s�agger or offset franz lower coi�•ses to vext overlyi.ug coin�se. The �uinimtun We�•tical spaciug lietween windrow caLuses sliall�e 2 fect from the top af a lowe�w�ncliow tv rhe l�aitau�af the uext liigher�iud,�vw. �� G.2.G Rock pl�cemen�, f�l� placement and flaading af app�o�ed �:an�r�ar soil �in the wuidraws should Ue caii�ivuously oUseivec�t�y�e Coustiltaut. G.3 Roc�.�ills, as defiued in Section 3.1.3, s�iall be placed by�he Covtra�tar iu accvrdavice wit1� �he follawing r�cov�w.evdatious: 5.3.� Tlae�ase of the i•ack f�ll shall Ue placed an a slaping siuface t�ninun�wi s�ape of 2 perc�ut3. Tlie surfac� sh�ll s�op� tavvard suirable subdrau�a�e outl�t facili�ies. Tl�� rock�lls sl�all h�pru�ided wi#�i suUdraius d�uzr.ig c�n,stnictiau so t}�at a�ydrostatic pr�ssuue Uuildup dves vot deve�op. The subd.rains shall Ue pei�rnauently cavnected to cvntrvlled dl�inage faci�ities�o couho�pos�-canstiuctian u�fltxatian of vva�er. G.3.2 �2ach:fills sha����}�la�ed�lifts na# exceer�u�g 3 feet. Placement shall t�e Uy r�ek ��cks tra�e�sivg��eviously p�ac�d �i�� u�d d�u:upillg at� �l�e �d�e af the G►ur�ntly placed Iift. 5pr�adu�g of tlie r•oc�:fill shall be by dozer to facilitate secrtir�g af tli� xac1�. Tl�e �ock fill s�all be wa�ere�1 �ieavily d�u-iv,� pla��uaellt.. V�ateru�g sh�ll consist af wate�tiucks tza�ersing in fraut of the cuxrent.rack�aft face ��d s�raying �at�r C�Il��llatXSl� diuv�g xoc� plac�u�ent. Go�u�acriau equip�nen� w��. ` coz�.pactive eue��y ev�upaz�abl� to �r �ea��� than tI�� vf a 24-tvu ste�1 �vi�rata��y �J GIE rev�21Q7 � rolle� ox athez cau�pa��.vu equi�Xuent provid'u��, s�utable ener�y ta acliieve �lie {` '' rec�uued ca�x�action a� deflectic�3i as re�o�nmen�ed iv. Paaa�ap� �.3.3 sha�l Ue unli�ed. The niunUe� a�passes to be �uade s�avuld Ue detein�ined as desG���ed iv Paragraph G.3.3. flnce a �•ock. �il�li#�lias veeu�overed with sarl f�l�, na additianal rack fzll�ifts wi11 Ue per�.n.�.tted aver the soil fill. G.3.3 P�a�e Uea��ing tests, iv. accordance wi�li ASTM D 1�9�-93, ul�y be pei�foizued iu batl��i� can�.pacted soil fill �nd 'u� �1�� �nck fll �o aid in deteamu�iu�€l�e�er�uued uvn�tun n«.nve� of passes of the cvrupaction equzp�eut. If peifai�ed, a mii.ium�un af tluee �late Uea�xn� tests slaa��ld be pexfax�med in ihe pzope�Iy ca�upac�ed sar't fr11 (mini.mtun x�lati�e �onapacriozx of 94 peXc�nt�. P�ate l�eaz�€ng tests sh�ll ��ien be peifo�xned au areas of yock f�ll liaviug twa passes, fvur passes aud six passe� of�he eon�paction enuipment, resp�c��ely. Tbe utw.�ber of pass�s �ec��w�ed for the r-ock f�l� sl�all be dete��ained by cou�.pa�xug tlie x�esu�ts of the p�ate Ueariug t�sts for th� snii fill and the rock ��I and by evaluat�ng th� deflectian �ariafiiou with vtuuber o�'p�sses. Tlae renuued n�uu�e�of passes o�the compactiQu er�ui�n�.ent wil� Ue pea�onued as necessaly un�il tli� plate l�e��ing deflectiaus ar� enual tv oz•Iess th�u��at dete�uuned fo�the p�operly cvu�pacted sail f�l.�u nv case �vill tb�rec�uued n�unUer of passes b�l�ss tl�an#wo. � G.3.4 A represeutative af the Cansi�Itant should be pxesent dEu-�n� racic�il operatiavs to observe t�aat rhe �num nu�ntier of"passes" l�ave veen oUtaiued, that w�rer is veiug prvperly a�plied and that specified pracedures are being fallatived.The a�hial nu�ub��of plate i�ea��ng tests�rill be dete�nuuec��y th��vnsi�lt�t dEu�n��z�ding. G.3.5 Test pi�s shall Ue excava#ed b�the Coz��actor so �hat tl�e Ctins��lta�t can s�ate that, iu theu apiui�n, su�"icient wafe��s present aa�d t13at voic�s U�twe�u 1ar�e rocks ��� p�ope�Iy filled wit�z s�nalle� arack n�ate�-�a�. �-p�ace c�ensi€y �estin� Wl�� IIOt �?� T�it]I'�C�.]Il E�1�}nC�:�I�S. 6.3.G To �educe the porentia� for "pi�ing" af fiues in�o the roek fill froui ove�lying soil fxll �.ate��al, a 2-faa� layer of g��d�d filtex �ate�xal shall be p�aced �Uvve the �appernaast lift of��ck.fi1�. Tlie ueed to place �aded f��ter mat�rial llelotiv#he r�ock shauld ve detexuuned vy �� Cansultaut priar �o �aziun.encing gxadin�,. The �radariou❑f t�ie grade�i f It�r�nate�ial tivil�b�d�t�xmi�.ed at�lie tuue�lie rock fill is b�in� excavated. Matei-iais t3rp�cal vf tlie r ock f Il shvuld lle sub�ni.�t�d �o �'�ie Cvustr�tant v.� a ti�nely mavner, ta �I�vw desi� of�e graded f�lte� p�7or to �h� cau�.menGement af s ac�.f ll pl�cement. r' �� GIE rev.02lfl7 � . G.3.7 �toGh. fil� �lacefuen# �lio��ld Ue ct�ntinuously vUse�ved d�uuY�, �laGenxent b� �l�e , Cous��ltant. 7. �BSERVATl�N AN❑TESTING 7.1 Tl�e Cvusu�tan� slaall be the �w��e�'s r�pr�seutarive to abse�ve and peifo�n� t�s�s du��ug cl���-ing, gn�ubing, �Iu�g, �llC� CDA7�7�Ct1[31l ��]�TRt1a11S. �a general, llD I11UI� $�lc'�ll � ��eT IIl ve�-tical elevarivn vf soil ar soilwY'OCIi .f.f.�.�.SliQ[iI�t]��}�c�C�t�Wl��]Dltt at�.�a5$nll��IElC�C��llSl� �est Ueiug�erfoi�ed withi.0 that iute�va�. Iu addit�au, a miv.unu�of oue field c�ensiry test. sl�oulc� ve perfoi�ned for every 2,000 cubic y��ds af soil o� soiJ-rock f�l� placed and c��pactet�. 7.2 T�e Causultant should pei-form a sufficie�t dist€7Uu�iou af field density tesis af the co�npacted soil vr sor.'1-r•ock.fill to�ro�id�a U�sis foz expx•essiu�an opinion wl�ether�}�e fill u�.ate�zal is com�acted as specified. Deus�ty tests s1�a1I be pei�'o�med iu �e con�pacted u�aterials helow auy clis�urveci s�u�face. ��n thes� t�sts indi.cate t�xat �e density af aray Iaye� af fil� o� partaoz� �e�evf is velow tl�a� s�ecified, tl�e par-ticular layer or ar�as r�presented by t�ie t�st sha��he rewarl��d unri�the sp�ci�.ed density has Ue�u acliie�ved. 7.3 I]uring placetnent of�•nck.fill, the Cons�il.tant sl�or�ld oUs�ive th�t�e�n�nimtuu nuu�.bez of �� passes }�a.�e U�en ab�aiued �er tlie ���.teria discussed in Section 6.3.3. TI�e Cons��I�aut J shaulc� �:equest the excava�ion vf a�seivatian pits aud u�ay pei�f43�p�ate beari.u� tests on the p�aced �-ock fa�ls. T7�e nUseiva#ion gits tivi�l Ue excavateci to p��vide a vasis for expressiug an opiuio�as to wliether�t�ie rocl�fill is g�vpezly seated�nd st�i'tcien�moishue }aas bee� appli�c�to t�lie n�atex�.�.. V�l,.ien abse�vatiaus indicate�at a�ay�r of r•ock,fi��o�any pvi�t�on th�reof is U�low that s�e�sfed, the affected layer or area shall Ue�ewa�ked��ati�the 1•oek f�1�li�s Ueen adet�uatel�sea�ed�id suf�"icient�no�sttu�appli�d. 7.4 A settleYnent u�.onitoring progr�in designed by�e Cousultai�t may be conducted in are�s of YnGT� �1�� 13�c�C�'Il]�LI�. T'li$ s�ecif�c desi�u of tlie moui�vi�ng prv�ra�u sliall ue as ���a�eud�ci in the Conclusaolls aud Recommendatians section of t�Ze prv,�ect GeaieeIu�ical Repo�-t ar iu tl�e fnal repo�-t of tesrin� and ovseiv��ian sexv3ices pex�fvnued during�radin�. 7.5 T�e Cavsultan.� should oUse�ve the ��aceYnent of suUda�ins, tv vei�ify triat tlie dsainage devices �aave �een placed and coustil�cted in suUst�ntia� co��forn�anc� wit�i proj�ct specif�Gat.ians. 7.G Testin�procedw:es s�iall cavfonn to tlie fallowing Staud��d�as a�pzapz�ate: �J G�E rzv.U�lQ7 � 7.G.1 Sail�.ud Svil-Rvck Fi1Is: ; 7.G.I.I Fze�d Density Test, ASTM I] 1�5G-U2,Derrsr't��af Soi1 I1r-.Plrrce.8�� tlre Sarrrl-Cor�e �Ifetlrad. 7.G.�.2 Field ��nsicy Tesr, Nucle� 1VIe��od, ASTII�i D 29�?-Q i, De�7sity of Sor.'1 cr�•rd 5oil�fggre��rt�Isr P1ace by�rrclenr�fethods�Sjrc�JTo���De�t1i�. 7.�.I.3 Lavuratoiy Goin�ac�ian Test, ASTM D ISS7-U2, hrloistr.rre-�ensit� �eratio3rs o,f � Soils crr�d Soil-h{ggpegcrte�i�trra•es Usi1•rg���'arn7rl Hrr�rrrr7er a�Tcl 23�'iach Drvp. 7.5.�.4. Expansiou�'ndex Test,�STM D 4829-03,Expnrasio�Ifrd�?``est. 7.6.2 Rack Fi�ls 7.6.2.1 Field Flate Bea�7ng Test, ASTM D 1�.96-93 (Reapproved 1997} �tcrrrdcrrd�letfzod far .l�vi�r epa�•rrli�►e Stcztic Plcrte Loar� Tests af SorJs cr�7d FTear.bJe Pcrverjresat C�117�1017Ef1tS', �'of• iJse i�a �vcrlurrtin�a crrir� �esigr� of �ir�o�•� arrcl High���c�y Pc�l�errrer�fs. 8. RRaTECT[UN �F VllaRl� � 8.� DiIIIIl� CflllSri'�IG�IDIl, th� Conti�ctor s��ll p�ap�aly �.�de atl �hcavatec� sus�fac�s to p�ovide pvsiti�e �r�inage and prevent pc�nding af water. Drainage of stu�face �ate� shall he cantxollec� to av��d dau�ag� to adjvini.n.g prope��i.es ar to f�s}��d w�rk on tl�� si�e. Tlte Contractor shall take re�edial Yueas��res to prevevt e�osion af fi•eshly �aded are�.s until such tuue as pe�uxanent t�.•ainage and ex:asivn cout�ol fe�.tiues liave beeu ins��lled. Areas suU,��cted t4 �rosiati or sed'unentatian shal� be p��perly p��par�d in accard�nce with the 5�ecificatious�i�ivi to p�acing additioval fi1l ar stiu�n�res. 8.2 Af�er �a�.upletion af g�:adiug as vUse�ved and tested by the COIlSl��&llf, ua fiu-tlier excavation or filliu� slaa�t I�e canducteri except in cvnjuuction with t�ie se�-�ces vf t�ie C�nsrrltant. � GrE���.ozto7 �, �. CERTIFiCATI�NS AND F�NAL REP�RTS 9.� Upvv compl�tion of t�e work, Conhactor sl�all fLuvish �wver a cei-tif caria� by tl�e Ci�i1. Engineez statiug tl�a�tl�e�ats andlor bui�divg pads are g7adeci ta wit�iir�.D.�. foot ve�-tic�1ly af ele�atiiavs shv�an the grading;�ian aud tliat a�l tops aud toes of stapes are witliin 0.5 faat hv�ontal�y vf the posi�ivvs shown o�a t��e g��d'ui�plans. .�.fte�i�stallati❑n vf a secriou❑f subdsaiu,th�project�ivi�Eu�ineer shou�d stuvey its location and p��par�an as-I�rrrlt plau of the subdraiu lv�ari.on. Tlie project Civil Eu�in�er shauld veri.fy�i��rope�ouc�et fvr tlie suUd�v3s and tbe Cont�ac�or s1�o��Id eus�ue t}�at the dz-�in system is fiee of abstxuctians. 9.2 Tlae �wra.e� is respansiU�e fa� f�uxus�iiug a frual as-�caded soil and �eolo�;ic repoi-t sa�isfactary to t1�e spprop�7ate go��nung ar accep#iug a�,en�ies. T�ie as-graded re�oi�t shauld be pz�ep�ed a�d sigved vy a Califo�xua licens�d Civil Eubiv.ee� exper�enced in geote��nical e��i.nee�ua� �d Uy a Cal�f��ia Ce�-tified Engiuee�7ng Gealagist, iudic�ting tl�ti th� ��atecluuca� asp�cts o�tli� grading wexe pe��fo�xned in substantial cnnfo��uance with t}�e 5pecifi�a�ious vr�pp�aved clian�es�a t�ie Spe�ifica€�ov�. �� . � GIE re'v.0�107 �Nater Quality Management Plan(�IVQMP] Hope Luth�ran Church and 5chaal �� . . . � Append�x 4: H istorica I 5it� �ond itions Phase I Fnvrror�menta�Site Assessment or�ther lnformafran on Past Sit�e Use �� r" �� Page [ 44 �.z-�-zaa.s �' '. at this time, na Phase I has been perfo�rm.ed entire site was raugh graded in 1995 � � ��� 1N'ater Quality Management Plan(�NQMP] Hope Lutheran Chur�h and Schaol � . . . . Apper�d�x 5: LID Infeasibil�ty L!D Technical ln�easrbility Rncrlysis �� �� Pa � e � 45 �.2-1.-Z�15 � . N�T APPLICABLE F�R THIS PR�JE�T �� J �� Water Quality Management Plan[V`IQMP] Hape Luth�ran Church and S�h�ol � � � Append Ex 6: �M P Design Deta i ls BMP Sizing,Desrgn❑et�ails and ather Supparting❑ocumenta�ian �� . ; , �� Page � 4fi 12-1-2D�.5 !� Santa Mar arl�a WatePSheC� Required Entries BMP Design Volu�ne,V�Mi� (Re�.�3-2�12} Legend: _.�,��.��:.��.�_.w,..� �..� �;�,r =s�,.. �::::,.N��;���:�;,.�:,.�,.:Yr G:� Calculated C�IIs (�Iatc t��is warksheet s��all anl�be used in conjunctiai�with BMP designs from the LID BMP Uesi�n Handbnak} Company Naine Temecu�a Engineering Cansu�tants,�N Date Z�g120I6 Designed by SDH GountylCity Case No Coinpany Project NuinberlName 1�Z5.41 New Hape Lutheran Drainage Area NumberlNa�ne D 1 Enter the Area Tributary to this Feature A�= �.33 acres BStf'Percentile, 24-hour Rainfall De th, from the Isoh etal Ma in Handbaok A endix E Site Lacation Township Range Section Enter the 85t1'Percentile,24-haur Rai�ifall Depth D�5� i.�a Detennine the Effecti�e Tznperviaus Fraction Type of post-de�elopment sur-face ca�er Mixed SurFace Types (use pu�l down inenu} Ef�ecti�e Tmpervious Fracfion I�= p.$2 ��J_ . Calculate the coinposite Runaff Cae�ficient,C for the BMP Tr�butary Area Use the following equation based on the�EFIASCE Method � �,�� C—0.858If-�.78Zf+4.774If+a.�4 �— ���a'°�����'�����;��p.' �1>E�,:t... ��:.:,.�: ^:Y:. .uR:':..:f'..e.R�.�•.' Detennine Design Starage Volume,VBMP ° C V = ���''`�`::` �in ac}lac Calculate V�f the 85/o Unit Stora e Vo�ume V}7—Dpq x ���=�;�2�.E:;�::����: * U� � lJ^ ❑.7 u `'�;2'ai�: ....dk.f:.:'?`:',:�%�.:;^.'=',� Calculate the design storage�olume of the BMP�VBMP• VaM�(ft3}= V�(in-aclac}x AT(ac}x 43,56D (ft'`lac} VBM�= ������'��"`�`` <:;� x�.a;y � 3 �7�4�b�>::;:�-�_:��� ft ��: ::;��. ..�. ;:;.:���. 12 (inlft} Notes: � BMP ID Required Entries ' Infiltration Trench - Design Proc�dur� D 1 Legend: � �a. �, ����=�`a`gC�atc�u�a ed�el'Is .�, 4 � ��" Co3npany Name: Temecula Engineering Consultants Date: 21912�16 Designed by: SDH CvuntylCity Cas�No.: Preliin. Design Volume Enfer the area tributary to this feature,Max= 1�acres At 1 acres Enter�aMP d�tennined frain 5ection 2.1 of this Handbook VBM�= 743 ft� Calculate Maximium Depth❑f the Reser�air Lay�r Enter Infiitration rate . � I= 1.� in�hr Enter Factor of 5afety,FS (unitless} FS� 1 Dbtain from Table 1,.4ppendix.4: "�nf dtratiarz Testing"af this.�811�P Harrdbook .........._.�.......,., n=' 4fl ;� Calculate D l• p7 � I(inlYir}x 72 hrs D 1 �� 15:Q4 ;ft _ 12 (inlft}x�n I1��}x FS Enter depth to historic high groundwater mark(measured from finished grade} 5� ft Enter depth to top❑#'bedrock or impenneable layer�lneasured�'rom finished grade) Sa ft � � D2 is the smaller❑f ......� .....,.-..._._,....._......k Depth to groundwater- 11 ft; &Depth to impenneable layer-5 �t D2== 39.� ;�t , DMA�is the smaller value af D 1 and D2,inust be less than or equal ta 8 feet. DMAx=;. ^~�.0- •V' '€ft Trench 5izing Enter praposed reservoir Iayer depth DIt,must be�D�Ax DR� �•�� ft Calculate the design deptl�o�water,d�� __..._.....__....-... :......q Design dw� (Dn}x(nll�4} Design d�,=� 1.32 ;ft � . Minzmuin Surface Area, A5 A5= VBMp As=� 5�3 �ft� dW Propased Design Surface Area An� 56$ #'t� _...._........_...� Minimurn Width=D�+ 1 foot pea gra�e� ; 4.3� ?ft 5edinaent Canfrol Pro�ided? (Use pulldawn} Yes Geotechnical report attached? (Use pulldown} Yes � �' � lFtlie trencl�lias been desig�ied correct�y,tliere sliould be�zo errar messages an[]re spreldslieet. Notes: IT 133'Lx4.3'V�x3.3'D rversr e otr�tty est ajrage�ire�ir rncffce esrgjr aii vo JAN[..]ARY 2�10 DRAFT PRELIMINARY DRAFT-SUBJECT Tn REWIS�QN � Santa Mar�arita Watershed Requirea Entries � Legend: ����.��. �� >.�::-;A:�&? '�>"`a::�.r, BMP Design Volume,VaM� (Fte�.03-2a12} �;:_::�r:.�::.;. •�_��:.��,:� Calculated Cells (Note this workstieet shall onlv be used in�onjunctia��wit��BMP designs from the LID BMP D�si�n Handbaok} Com�any Name Temecula Engineering�ansultailts, TN �7�t� �191Z4�6 Designed by SDH CauntylCity Case No Ca�npany Proj ect NuinberlNaine 1�25.01 New Hope Lutheran . ' Drainage Area NumberlName D2 Enter tl�e Area Tributary to this Feature AT= Q.$S acres $5t3i PercentilE,24-haur Raznfall De th, frain the Isoh etal Ma in Handbook A endix E Site Lacation Tawnship Range 5ection Enter the$5t�'Percentile,24-hour Rainfal�Depth D85= i.40 Deterinine the Effecti�e 7mper�ious Fraction Type af post-de�elapment surface�o�er Mixed Surface Types �use pull down menu} Effe�tive Impervious Frac�ion Tt= �.BZ � 1 he m i i ' Calcu ate t GD pas te Runo�f Coeff c�ent,C for the BMP Ti�butary Area []se the following equation Uased on the WEFIASCE Method C—�.8S8If-�.78If+a.774It+a.04 C— "�����D:��`:`�:��: ��;;.:�� � >�,�r�s'. ����� Detennine Design Storage Volume,VaM� Calcula�e Vv, the$S%Unit Storage Volu�ne Vu=D85 x C V�,_'�;��;"��Q:5�2, � �� (in*ac}lac .�.��� ��� . Calculate the design storage volume of the BMP,VBMP• 'V�MP��t�}= V��in-aclac}x AT tac}x 43,560 (ft'`lac} Vs��—:y3::x��,�1;98�1���`��� ft3 s�;, 12 (inlft} Nates: D8 VBMP ADDED T� D2 INFILTRATI�N TREN�H � BMP ID Required Entries � Infiltration Tren�h - Design Prac�dure D2 Legend: ;� �:�..-- ��:,��;.��;����������-����� w�M;� ;�„�`����Calcu�'a�ed�C�l��'s� '.; ':..z�..�.�;�.t�.��.�::s�:;O=:as��:�':ar:.�c�x.�.�¢c�.��':��`�'� �oinpany Na1ne: Temecula Engineering Consultants Date: 21912D1 G Designed by: SDH CountylCity Case No.: Prelim. Design Volume Enter the area tributary to this feature,Max= 1� acres At� 1 acres Enter V$M�detennined frain Se�tion 2.1 of this Handboak V[3MP"" 2,I�2 �t� Calculate Maxiiniuin Depth of ti�e Reser�air Layer Enter Infi�tration rate I= 1.0 inlhr Enter Factor❑f Safety,F5 �unitless} F5= 1 4btain from Table 1,�lppendix t1: "Infiltration Testing"of this B11�'F Handbook . ................. . . .. n=; 4� fl Calculate D l. D1 = I (in�hr}x 72 hrs 171 �; 15.0� ;ft 12 (inlft}x�n I1�0}x FS Enter depth to histaric high groundwater inark�ineasured froin finished grade} 54 ft Enter depth to top of bedrack or impenneahle layer�measured fram finished grade} 5� ft � D2 is th�smaller of: �....................._....._.._.. Depth to groundwater- 11 ft; &Depth to impenneable layer- 5 �t Dz�; 39.Q =ft DM��is the smaller�alue of D1 and D2,must Ue less than or equal to 8 feet. DMAX—•'; $•� `�t Trench Sizing Enter propos�d resezvoir Iayer depth D�,inust be�D�Ax I7�= 3.3� ft Calculate tl�e design depth of water,d�„ Design dW= �DR}x(n1I�0} Design dw=; i.32 ;ft � Minimuin 5urface Area, A5 AS= Vg�� AS=; ],(53 ;�� dW Proposed Design 5urface Area AD= 1,65C �C2 Minimum VVidth=D�+ 1 fovt pea gra�el � 4.30 'ft Sediment Control Pro�ided? (Use pulldown} Yes , Geotechnical repart attached?�Us�pul�down} Yes � [Fthe trench has been desi�;ned�orrcctly,dzerr.should 6e na crrvr messabcs an the spreadsheet. Notes: IT 1$4'Lx9'�Vx3.3'D rve�sr e otr�rry est mragcnre�rr rcrctrce esrgjr a�rc oo- ]ANUAItY 20i0 DRAFT PRELIMINARY DRAFT-Si1BJECT T�REVISI�N �� San�a Mar�arita Watershed Requi�ed Enn-�es � Legend: BMP Design Voluine,V�M� (Re�.03-2012) �r=��:���<:'�.������:°�� Calculated Cells (Nate tliis workslieet sliall onlv be used in conjun�tion witli BMC'designs frvin tlie LID 6MP Desi�r�Handbook} Company Naine Temecula Engineering Consultants, IN Date 2/9/2016 De�i�ned by SDH CountylCity Case No �vinpany Praj ect NumberlName 1�25.01 New Hope Lutheran Drainage Area NuinberlName D3 Enter the Area Tributary to this Feature AT= Q.47 acres 85=�'Percentile,24-hour Rainfall De th,from �he Isoh etal Ma in Handbook A endix E Sit�Location Township Range . Section Enter the BSt�'Percentile, 24-haur Rainfall Depth ng5= I.�� Deter�nine•tl�e EfFec�i�e I�nper�ious Fraction Type of post-d��elopment surface co�er Mixed Surface Types (use pull down menu} Effecti�e Imper�ious Fractian � If= Q.32 `-- Calculate the composite Runoff Coefficien�,G for the BMP Tributa Area rY Use the following e�uatian hased on the WEFIASCE Method C—0.85 8 " _ ,.pb,or,r,, . . ,..,. �JQT (� �'']�JAT /� q :;�;::�.;�:t. ��,� �`��;,,�;; I�' O.1 Olt2�ll.1 1`"�lf�V.O`F �^ ::�;r,��.��,:i���<+����`�::,>i?ai' .`f�:�•.:n•y.a;v! r"1..�:�::�:::x��'1• Detennine Design Storage Voluine,Va�l� I 1 V the 85° Unit Stora e V lume V —D x _';�`°:Y�� -��° �`��"� Ca cu ate /n o C V — •;�.��; � �a�f����x�(in*ac}lac u� g v� ss � Ar�:� �a���4�:e,,�:, ..�:�.ay.�.�. w.:�:�..;:�:.::�:...,a Calculate the design storage�olume vf the BMP,VB��. 3 '7 "�i;a:e`�;T�;� �����:i Y'�'.��a�, r3 V (f� )� Vv�in-aclac}x AT�ac}x 43 56D (ft lac} VaM�= ;;w��:;;: .:�4Q9`��-�-aµ:� f� . BMP � ,�..r:r:_:.g�:e.'.::rrr;aav:<:.,..a:?s:�';:�?;::z _ __ _ _ _ 12�inl�t} � Notes: � BMP ID Required Eniries �� Infiltra�ian Trench - Design Pracedur� D3 Legend: ��c'°�,���a��ula ed Gel`ls���;��� �F:.ya��� F � i"Y' �pn�.. ��F�aie�k���".�'>".5��•'x�.`:.C�'Sn7s?��e.��..�L�'si,'S. • w`�� Calnpany Narne: Temecula Engineering Consultants Date: 21912Q 16 Designed hy: SDH CountylCi�y Case No.: Prelim. Design Voiume Enter the area tributary to this feature,Max= 1�acres At� � acres Enter VBM�detennined fram Section 2.1 of this Handbvok Vsnn�= 4�� ft3 Ca1�ulate Maxiinium Depth❑f the Reser�oir Layer Enter Infiltration rate I= 1.0 inll�r Enter Factor of 5afety,FS (unitless} FS= 1 4b�ccin from 2'able 1,�I�pendrx tI: "Infiltratian �'esting"of this BMP Handbool� n_ ...._..4� .... ._% _ Calculate D�. �� = I (ir�lhr}x 7Z hrs I]1 =� 15:00 =ft 12 (inlft}x(n Il OD}x FS Enter depth to historic high groundwater mark(ineasured froin finished grade} 5� ft Enfer depth to top af bedrock❑r ilnpenneable layer(measured froin finished grade} 50 ft � DZ is the sinaller of Depth to groundwater- 11 f�;&Depth ta impenneable layer- 6 ft DZ�; 39:0 ;ft � D�AX is the smaller�alue❑f D 1 and D2,inust be Iess than or ec�ual tv$ feet. DMAx=; $:� ;ft Trench Sizing Enter proposed resezvoir layer depth D�,must be c D�Ax DR= 3.3� ft Ca�culate the design depth of water,d�� Design d��= �D�}x�nl l�0} Design d�,,r=-; 1,32 ;ft _ Minitnuin Surfa�e Area, As As— V�Mh As=: ��4 `ft� dW Proposed Design Surface Area Ao� 33Q ��� � Miniinuin�idth=DR+ 1 foot pea�ra�el ; 4:3� =ft Sediinent�antral Pro�ided? (Use pulldown} Yes � Geotechnical report attached?�Use pulldown} Yes � [f the tren�h has been desibned�oi-re�tiy,there should be nv error messa�es o��the spreadsheet. Notes: IT 55"Lx6'Wx3.3'D r►�ersr e otutry es1 ajrrrge�r�e�rt �-nctr�e esrg�t rr►tr oa- 1Ar�u�r�v 2oio❑izA��r PRELIMTNARY DRAFT-SUBJECT TQ REVISI�N � Santa Mar�ari�a �atershed Re9Uir�d Enrr�es , Legend: ,. .�;��m;W� �'�° � ':;:" '� Calculated CeIIs BMP Design Volume,VSMP (�ev.a3-2422) ��:`��Q`�:;�:�::�.�:�::�:k:�=��r:;�:::: (Nate tl�is workslieet sliall only be used iii conjunction witli BMP designs from tl�e L[D BMP Desi�n Hnndbook] Company Naine Teine�uia Enginee�-ing Cansultants, IN Date 21g��p�� Desi�ned by SDH CountylCity Case No Company Proje�t NumberlNaine 1�25.�1 New Hape Luth�ran Drainage Area NumberlName D4 Enter�he Area Tributary to this Feature AT= 4.14 acres 85t�'Percentil�,Z4-hour Rainfall De th, from the Isohy�tal Ma in Handbook A endix E 5ite Location Township Range Section Enter the 85tf'Percentile,24-haur Rainfall Depth Dgs= 1.�� Detennin�the Effecti�e Imperviaus Fractian Type af past-development surfa�e co�er Mixed Surfa�e Types (use pull down menu) Effective Imperviaus Fraction If� p.54 . � Calculate th�.composite Runoff Coefficient,C for the BMP Tr�Uutary Area Use the following equatian based an the�EFIASCE Method ..-:.��..,.d..�,,�,�,�... C=d.85 8 f-� f+ i•+�.0 = :;h;a,,;�.�;���w� k`=��'�•< I .7$I 0.774I 4 C 44�`�'`': :;:�; .:Y'..i::.. :.�.�r Detennine Design Starage Valuine,VgMP o _ 9-�:::;�.���=�:_:::�;��� Galculate VU,the 85/o Unit Stvrage Volume VU—Dg$x C V —=��;�.��•�.=�w4u4��:.�,:r�;:��in*ac)lac u��:&,k":::?,'�'�^s`.e.FYsrl.i•:..<a':��;�^ :•.�j Calculate the desi�n storage�olume o�the BMP,VgM�. V�MP (ft3}— V�(in�aclac}x Ar�ac}x 43,554 (ft�lac} Vg�r= �``?;������;��:" . t,;:��,:•x2�4�:::,o:;,>,�: ft3 ��"'.icr: 12�inlft} � Notes: , �� BMP ID Required Entries -� Znfiltration Tr�nch � Desi n Procedure Legend: D4 s�� ��,.�.,.,., I :��;r;:.yti;F;°g: ���a sr� t. ri��z��""��::r�°..... �...�., � 3::N�:e.:� ��:r;w::alc;u�a�ed � ��k: ,. Ce��Is ���s:��:;� ':�i�:..�i..�'�a�:-6:f:�..:�c.':�o->.A�&�.�i:s?xi•.sc.t��Fi, Company Name: Teme�ula Engineering �onsultants Date: 21912�1 G Designed by: SDH CountylCity Case No.: Prelinl. Design Volume Enter the area tributary to this feature,Max= 1� acres At= 0 acres Enter V��P deterinined from Sectian 2.I of this Handbaok VsMr�= 224 ft� �alculate Maximiuin Depth of the Reservoir Layer Enter Infi�tration rate I= 1.0 inlhr Enter Factor of Safety,FS �unitless} F5= 1 �btQirz from. �able�,�p�endix�4: "Inf Itra�ian Testing"af this B1l�IP Hanclbook . ..... .._....... ; n=' 4D �°/a � Ca�culate D 1. D� = I (inlhr}x 7Z hrs I31 =: 15 A0 =Ft 12 (inlft) x�n I1��}x F5 Enter depth to historic high groundwater mark�ineasured from finished grade} 54 ft Enter depth to top of bedrock vr impenneahle layer�lneasured froin finished grade} 54 ft �� D2 is the smallez-o� Depth to groundwater- 11 ft; &Dep�h ta iinpenneable Iayer�5 ft D2=' 39.Q �f't DM,�x is the smaller�alue❑f D I and D2,inust be less than or equal �o S feet. DMAX—; g�� ��� Trench Sizing Enter proposed reservoir layer depth Dn,must be c D�AX D�= 3.�� ft Calculate the design depth of water,d W Design dW W (DR} x�n1I4�} Design d4y=` 1,2Q ;ft Minimuln Surface Area, AS A�� VIIMI' As�� �87 `ft� . ; dW Proposed Design Surface Area An= 19� ��Z Miniinum Width=DR+ 1 fvot pea gra�el � 4.�0 =ft Sediment Control Pro�ided? (Use pulldown} Yes : Geotechnical report attached? ([]se pulldown} � Yes � lFtlre tren�h has heen desibned carrectfy,thcre should be nv crrar uicssages on tiie spreadsheet. Notes: IT 48'Lx4'Wx3'D rvcrsu e viurry es1 aiar�gciirexr rcrcrrcc esrg�t a►�c oo• JANUA1tY 2D10❑RAFT PRELIMTNARY DRAFT-SUBJECT TQ REVIST�N �� Santa Mar�ar�ta 'L�L�atershed Required Entries Legend: .��;_:,�-- ���-.�,�T� az:������������ BMP Design Volume,V�Mn (Re�.03-2QI2} �=�` � Calculated Cells (Note tlzis works�»ct s��all vnl�be Used in conjunction�vit�z BMP�lesigns fram t��e LID BMP Desi�n Han[ibovk} Company Narne Temecula Engineering Consultants, IN D��� 21912�1 C Designed by SDH CountylCity Case No Company Praject NumberlName 1�25.01 New Hape Lutheran Drainage Area NumberlName DS Enter the Area Tributary t�this Feature AT= p.2 acres 85tt'Percentile,24-hour Rainfall De th,from the Isvh etal Ma in Handhoak A �endix E 5ite Location Township . Range Section Enter the 85`�'Percentile,24-hour Rainfall Depth Dg$= 1.QQ Deter�nine�he E�fecti�e X�nper�ious Fraction Type of post-de�elopment surface co�er Mixed 5urface Types �use pull down anenu} � Effecti�e Iinper�ious Fraction I f= �.71 � Calculate the com ❑site Runo�f Caefficient C for the BMP Tributa Area P � lY []se the following equation Uased on the WEFIASCE Method ���� �• 3 2 ;��M� �. .. :...:.N�.; C—a.858If -fl.78If +0.774If+�.a4 C— .9.:���;�p;5�4��''� �'� ,�.0 •�a��e ..'f.x.a�::t':.c�•`,1. ..�:A�. Detennine Design Storage Voluine,VaMr � �t�, Ca�culate Vu, the 8S°/a Unit 5tarage Volume V�=D$s x C V�,_ �;;���;°��5;�;�������:;�in*a�}lac Calculate the design storage�olume of the BMP,VBMP• �:� � � VsMP���)` Vu(in-aclac}x AT(ac}x 43,560�ft'`lac} Vann�_ .. "`���• �"���''•`� s `��� [r.� �'��`�. ��`"Z��� k�V���`��"�ri:.�;': � a .. N�" . �' x?:r:��._.`„'��i_x��-�::x:h,.;:;,�.i?���i:::�.� ...___.._. .. _____..__-_____ 12 (inlft} Notes: � `' � BMP ZD Required Entries Infiltration T�ench - Design Procedur•e D Le end: - 5 ��r�x�Q: E �:,-.=x,. � :;:F�`;;���'rs•.i ;.wy�.•'.T ��"�x�ia�''� 1;' i.2��i:"�:�^�;e:'•° , ai�; ��Z � �.::,r.;. ;:r:: C`a�c�u�a�e���G�e�l��`s::P,::;�G:::. ,�::,������::�>� Campany Name: Temecula Engineering Consultants Date: 21912��6 Designed by: SDH CauntylCity Case No.: Prelim. Design Volulne Enter the area tribufary to this feature,Max= 1�acres Ar 0 acres Ei�ter V�MP detei�nined fram Section 2.1 of this Handbaok V�n�sr= �63 ft3 Calculat�Maximiuin Depth of the Resetvoir Layer Enter In�Zltratian rate I� 1.� inlhr Enter Factor af Safety,FS �unitless} FS= 1 Obtain from �able 1, Appenclrx A: "Infrltration Testirrg"of this BII�IP Hu�clbook ..... ....... . . n—. 4Q F% CaIculate D�. D1 = I�in�hr}x 72 hrs D 1 =� �5•�D �ft I 2 (inlft}x (n I1 dQ) x FS Enfer depth t❑historic high groundwater mark�ineasured from finished grade} 50 ft Enter depth to top of bedrock or impenneable layer(measured from finished grade} 50 ft � D2 is the sinaller of: � .......... ....._._..-� Depth fo groundwater- 1 I ft; &Depth to iinpenneahle layer-6 ft D2=; 39.4 ;ft DM��is the smaller�alue of D� and Dz,must be less than or equal to $ feet. D��x=' 8.� �ft Trench 5izing Enter propased reservoir layer depth D�,inust be�D�Ax DR� 3.4� ft Calculate the design depth of water,dN, .............. ...... .., Design dW= (DR}x(nI10d} DEsign d� -1.20 ;ft Minimum Sur#'ace Area, A5 A5= VBM� A�_: 303 ��r� dW Propased Design 5urface Area Ap= 310 ftz Minimum VL�idth=D�+ 1 foot pea gra�el ; 4:00 �ft Sedi�nent Cantrol Pro�ided? (Use pulldown} Yes Geotechnical repart attached? (Use pulldown} Yes �� " if tlie tre.�icl�li�s hce»desi�;ned correctly,tliere sliould he no error iziess�ges o��tIie spreadslicet. Notes: IT G�'Lx5'�Vx3'D � rve�sr e vrrjrl}� esr a��age�ire�i� racrrce esrg�� -a�r o0 JANUARY 2010 DRAPT PRELIMINARY DRAFT-SUBJECT TO REVISI�N �� Santa Mar�ari�a VVatershed Rec�uired Entries Legend: ���.. � .�.. BMP Design Vo�ume,VBMP [R��..��-20]2) �'�:�=z�:w�:Y�;���:;�N��:::� Cal�ulated Cells {Nvte this workslieet shall nnlv be used in conjun�tion�vith BM�'designs froi��the LID BMP Desi�n Handboo[c} Cornpany Nain� Temecula Eng-ineering Consultants, IN �7��� 2/9/2416 Designed by SDH CauntylCity Case No Company Project NuinberlNaine 1�25.d 1 New Hope Lutl�eran Drainage Area NumberlName Dd � Enter the Ar�a Tributaiy to this Feature A-�= 4.3 acres 85tE'Percentile, Z4-haur Rainfal�De tli,froin the Isoh etal Map in Handbook Appendix E Site Lvcatian Township Range. � 5ection Enter the$5t�'Percentile,24-hour Ra�nfal�Depth D�5= 1.�Q Detennine tl�e Effect��e Iinpervious Fraction Type of past-de�elopinent surface co�er Mixed Surface Types (use pull down inenu} Effecti�e Impervious Fraction I f= �.55 �� Calcula�e the coinposrte Runof�Caefficient,C for the BMP Tributary Area Use the following equation based on the'WEFIASCE Method C=fl.858if-�.78IF+�.774Zf+�.�4 �� ������i 3p 7��:�Ya;;�'�;::` �_;:° :::� Detennine Design 5torage Volume,V�M� Calculate V�, the 85°/a Unit Storage Volume V��D85 x C VU= �x` '�� ' `�'��W� °� ';0':3 ':��(in'�a�}lac r7".�" Cal�ulate the design storage�olume of the BMP,VBMn. r 3}_ �;...---.-.�;.,..--�-e----,,.....,,.�.,-.�„ VBMP 1�t Vu�in-aGlac}x AT(ac}x 43,560 (ftZlac} VBMr ���::�M�S��.;4:',� ;�'��3 — 03�`•, 12 (inlft} Notes: � �1 BMP ID Requi�•ed Entries ' Bioretention Facility - Design F�ocedure Legend: r r�,::.���,��,,5; I�6 Calculated Cells ��``�°���� t\,'a�.•y�•.k,�'F�� ',-; ".�`C!�.��. �i�^.'.'�'�':���`�..c c.�"�.x -� Co�npany Name: Terriecula Engin�ering Consu�tants, INC Date: 21912n16 Designed by: SDH CountylCity Case No.: Design Valume Enter th� area tril�utary to this feature AT= Q.3 acres Enter VgMn detex�nined from 5ection 2.1 of this Handbook V�Mn= 443 ft3 Type of Bioa•etention Facility Design � Side s�vpes required{paralle[to parEcing spa�es or adjacent to walEcways} Q No side slapes required(perpendicular to parking space or Planter Baxes] Bioretention Facility Surface A�•ea Depth of Soil Filter Media Layer d5 = 2.4 ft Top Width of Biore�ention Facility, excluding curb wT= 6.Q ft Tatal Effective D epth, d� dE_�D.3} x d5 + (�.4}x 1 - ��.71wT} + Q.5 d� _'. �;'_.�`". �3Y-:� } ;`.•:z�a".:������?���a L `'Y.�:?'`•tir_::t'y,�_",a'�'�i���W. � Minimum Surface Area, A,,, A (ft�}= VBMr� �ft3) AM—::��,,���������=�it� � ..�$2 d�(ft} Proposed Sui-face Area A� 31$ ft` . Bioretention Facility Proper-ties Side Slopes in Bioret�ntion Facility z= 4 :1 Diamet�r of Underdrain 6 inches Langitudinal Slope of Site(3%7naximum} 2 % 6" Check Dam S acin ����°�2�5 �� feet p g ��,�, z,- Describe Vegetatian: Shrubs Notes: 6'WxS 3'Lx2'D � Ri�erside Cae�nty BeSt Management Practice Design Handbaok JLJNE 20�.0 �' Santa Mar arita Wafershed Reyuired Entries Legend: -�.�.-- BMP Design Valuine,Va�� (Rev.03-20�2} ��� w:=:��R�`�;<��`�=�� Calculated Cells [Note tt�is war[csheet sliall onlv be used in conjunction witli BM�'designs f'rar�i tlie LID BMP Desi n Hanc�t�nok) Company Naine Tetnecula Engineering Consultants,TN Date Z�g�2p I 6 Designed by SDH Coun�ylCity Case No C�mpany Project Nuinb�rlName 1d�5.�1 New Hope Lutheran Dxainage Area NumberlName D7 Enter the Area Tributary to thzs Feahire � AT� Q,21 acres 85t�'Percentile,24-hour Rainfall De th, froin the Isah etal Ma in Handbaok A endix E 5ite Location Township � _ Range • Sectian • Enter th�85�1'Percentiie,24-hour Rainfall Depth D$5= 1.aD Detern�ine the Effecti�e Tmpervious Fraction Ty�e of post-de�elopment surface caver Mixed SurFace Types (use pull down�nenu} Effe�ti�e Impezvious Fraction Tf� �.73 � Calculate the coil�posite Runoff Co�ffic�ent, C for the BMP Tributary Area Use the followi��g equatian based on the 17VEFIASCE Methad �..,�., . .��.. C—0.85$If�0.7$I�+0.774If+fl.d4 _ '���::�;,�4�r:..:�;.�:;�:� C :5�3��:�M�f:: �.� . Detei-�nine Design 5tarage Volume,VBMP CalGulate V� the$5%Unit Stvrage Volume VU=D x C = �"''f � ��� .Y.:..�.r .x:'v x. e�i::s.� � � ss V« ;'�':: ::;;;';�:SZ�.: :::��in ac}lac ..�.:�� Galculate the design storage�olume of the BMP,VB��. V ft V `in-aclac x A rac x 43 S6� ft`'lac V ,�''�'Y`"'"w�"'M':�`:�'���t3 I3MP� 3�'� L3 l � T l � � � � BMP ;: '-:��:g6'��. :..t:� �c�., ?:a.•�. :�� ____.._.___.______.___.,._.__-_ 12 (inlft} Nates: � BMP ID Required Entries � Infiltration Trench -Desi n Procedure Legend: g D� ,�_�:��,�::.�.�a�� ���=z� 4z;.�:�; �:�:��;�����a'1cu�Iafed Ce1�ls�����u� •:�';:...:::�,:.�.�;:c���,.��a� �::�:M.M::�..s,: Company Name: Temecula Engin�ering Consultants Date: 7/8/2015 Designed by: SDH CountylCity Case No.: Prelim. Design Volu�ne Enter the area tributary to this feature,Max= 1� acres At� Q acres Enter VBMP detennined from Section 2.1 of this Handbaok VQ�n� �g� �3 Calcuiate Maximiuin Depth of the Reservoir Layer Ent�r Infiltration rate I� 1.4 in�r Enter Factor of Safety,F5 �unitless} F5= 1 4btain fronx Table�, Appendix A: "Irrfiltr�ation �'e�ting"of this B1YIP Handbook .........._._........ .�.; n= 4� �% _ Calculate D�. Dz� I (inlllr}x 72 hrs D l =; 15.Q� 'ft � I2�inl�t} x�n I1�0}x FS Enter d�pth to historic 1�igh groundwater mark(ineasured froin finished grad�} 5� �t Enter depth to top of bedrock or imper�neable layer�measured from finished grade} S4 ft Dz is the smaller af: Depth to grvundwater- 11 ft; &Depth to impenneable layer- 6 ft D2�= 39.4 '•:ft ...._.__.__.......... ., D�A�is the sinaller�alue of D 1 and D2,inust be less than or equal to 8 fe�t. D�A�_� $.� ;ft Trench Sizing Enter proposed reservair iayer depth DR,must be c DMAx Dr�= 3•�� �t Calculate the design depth❑f wat�r,dW Design dW= (Dn}x�nll Ofl} Design d�r,r=; 1.20 ;ft Minimum Surface Area, AS As— V�M� As=; 33� #ft2 dW Proposed Design Surface Area AD= 3S4 �t2 Minimuin Vi�idth=DR+ 1 Foot pea gra�el ; 4.0� ;ft Sediinent Cantrol Pro�ided?�Use pulldown} Yes Geotechnical report attached?(LTse pulldown} Yes � If tlie tre�icf�has heen designed con�ectl ,there should 6e na errvr messa+es o»the s readsheet. Y b P Notes: IT 7D'Lx5'VL�x3'D tr�ersrc e or�jrry es1 n��rrgenre►u ��rclrcc cslgn a�r oa' J�rruAr�v zaio ar��r•T PRELIMINARY DRAFT-SUBJECT Tn REVISI�N 1, ' ' Sanfa Mar arita «a�ershed q Re uired Entries ` Legend: �;.�µ BMP Desigi�Volume,V�M� �Re�.a3-2o12} ��:�����°�����'�`��� Calculated Cells �:��.. �.:. �,. (Note tl�is w�rkstieet s�tail onl�be t�sed in�anjunctian witli BMP designs frvit�tt�e L[D gMP_Desi�n Handbook) Company Name Teme�ula Engineering Consultants,IN Date Z�g�2�1( Designed by SDH �ountylCity Case No. Company Praj ect NuinherlName 1�25.�1 New Hope Lutheran Drainage Area NuinberlNaine D8 Enter the Area Tributaiy ta this Feature A�= 0.15 acres $St�'Percentile,24-haur Rainfall De �h,from the Isah etal Ma in Handbook A endix E 5ite Location � Township Range Sectian Enter the 85��'Percentile,24-haur Rainfall Depth Dg$= 1.4a Detern�ine the Effe�ti�e Iinp�rvious Fraction Type of past-de�elapinent surface ca�er Mixed Surface Types (use puIl down menu) Ef��cti�e Iinpervious Fraction If= d.54 � Calculate the colnposite Runoff Coefficien�,C for the BMP Trihutary Area Use the fallawing equation based on tl�e WEFIASCE Method �w�-.-�-� �-�-..�. ,.4�����,Vp .,...r,�s i: C—�.$58It3-0.7SIF+a.774I�+O.a4 C— �:�������0�37�E;��-�x� �:'...; .��k.:�:.��'�::_��;;�;�� Detennine Design 5tarage Volume,V�Mi� Calculate V ,the 85% Unit 5tora e Volume V —D x C — "M�°�� A'`'``5� �' V :�.:�,��;. �; �;,.;.;�� (in*ac}lac u g u�' ss �� u���;:°���-�.�:�:�M��;���. Calculate the design storage�olume of the BMP,VBM1'• VaMr�ft3}= V�(in-aclac}x AT(ac}x 43 56a (ft'`lac} V — '����'��2'p'1:�����ft3 � nn�r-�- .;��_Q� �:`�'�� +ck�.c'��?.-..a.M,,Z���,u....:M..;.:�:3 12�inlft} Notes: p� VBMP ADDED T� D� INFILTATI�N TREN�H � �IVater Qualiry Management Plan[WQMP� Hape Lutheran Church and 5chaol �' . . Appendix 7: Hydr�mod�f�cation Suppartirig Detail Relating ta cdmp�irrrace with the NlV1P Per�ormance 5terndards fl � � Page � 47 12-1-2015 SITE IS E�EMPT n ._ u � �� � � � � „ V c'Is � �. a� � , � • T„ -. � a . ���, � � � W[3 � � �� . • . 1.�� �. ,. . � ";• . . � � . , � , � �1^x:�� � . ., q . " . . � ' . . �?• . �i , � a � �'i �� . . . . . • ' , '�.. �//'� , . . .��. , . � .. . . . , � ,.:I J . e �. � � VJ . . . ., .. .Y�6..�� .. . `�i't a.t�a� . _�_� � .. �"e � r' . • . i•: . . • . ' �- . . li . . . . . i � . . • . � '�sn�;v.<.ii:�m:•��•:r-�........_...-- _. ..,._. � � � .. . . �N .� �I��i y� . . . !. . y �.. .... �..�;. F�Y:�e?=^ � ��nry ' . . . Y ..�:a�� �;�v'a . ��i' '�,.�.�=� . �"��;s: S, • �;,.. �s� ,.,. �':;�^�� ... �� .=`'1x 4: , . ,,$''., `^. . . ��a� . r s. �?�-�.�' . . . . ���a'wf y�i.. , . . �. ��.. . .� . . . � �, .��R .. ��,w:" . . .. .. .��:�:• .�\� � ... .- :E Y' y .t� � . . �^��"" ���tl a � � - .. ` �.,�r.�p rA,., . , .. . g��F • . . . . / i�� • .. � �'�r . �. � � . .� � - � . �� � � � : ' . ' ,� .. ... • . ; � � .i��.. . ... . �$�. �� .�'Y. � X .. ' . .� ' .. ��� . . \ ' . x. . ... . ..� ' .. . � .. . ' - 4 . ' . . . � ' l. ' . . . �� . . . '`�� K�C.�� . .. Y . f. •.. � � .�.m�ql�y-vN� .. ' � \ .. . .. ' . � . . f . ' .. , � . .. .• � . .��.. . � � .. � .. .. . � . . �1 " �rr . . . r,, �, -'�'� , . ' . ... .. . . .....-.. " • .. . ' ' ' F.'� . . ' • _ ^�:i . ... ... . ' . .. '`; '.. ' 'fr'. . " , � . . .: �. � � � . . . . � .. . . q . ; _ . . • � . . . . , . . . :�.�Y's-6r a�' � � •x� .�. ��` .e7"y� � , °;C ��� . � � .� � .. : � . . � x`,�•ry`°er • . - , � .. .... . .. �� �T : • .. . .. . .. - ~ � . a . � . . . . . . � .. .. :i . _ . �_ . .. .. - . . .� ,., i. '.qi '.. ` .. � . .. �•. _ � `. �. . � ' .� •tiy , � � �r. ' ' � ' . ., � .. ' . � .. � . ' ,� ... • . ., . . � . .� . . .. ^,. - ` . �� . . n*ys�. .. . . .. .. � � �� . . , � � ,'� � • . .�� . �. . . : � � ' . � , . � .. . � � ��= � +�..: .':: • �^• . . ; . .�". : . . . . •€ � _. . •1�• ' � . � . . . �iit� ... �`�a���•;,•.. �. '� .. . �. .. ' . . . � . � .��.•i/� � . . }y ' ' Y�. .. . . � V . � �\ . . . .� '. .. ' . ' � . . . ' . � }� C .�` �� � . . �i . ��� . ... . . �a � • . y+��.^a:. -'�� . , .. . �F n �.�'���' . . . ..... . • . � . ., � � ...: .- ' . �+�j x cett�' • .. � . .. � � � �C �m�� .. , u . . ... . . .. W . . . . . . ,i.`. • . . . . � ... . " . . .. ,. � . �...�... � .�. � .. ., . � • � ' \ � . . . . . .. � � . R �� � : �l.��. �, -. .. � . � '. ` ._�' . . ? �� �.w�� . . .. ;' • ..� � � ���,y•�..� NV� . . ... � � � .. ' . . �,:,�,!`: � L _ � - , ' .. , a .. L A N jlVater Quality Management Plan[�IVQMP) Hope Lutheran Church and Schoal � . App�nd�x S: Source �ontrol � Pol�utant Saurces/5ource Cantro!C'he�klist � � Page � 48 �.2-�.-20�.5 � _ � Potential Sour��s o� �perational Source Control BlvlPs Runo�f Pollutants Sfiructuraf Source Contro� BMPs �n-Site 5torin Drain Ynlets Mark aiI inlets with the wvrds"�nly Aain Dflwn the Storm Drain"or similar. Pro�ide stvrmwatcr pollution pre�ention C2trh I3asin Markers r�iay be a�aiIable from thc Riverside County Fto�d Control and Watcr inforinativn to n�w site owners,lessees vr Conservation Distri�t,�a11951.955.i2D0 ta�erify o eratvrs. Landscapel�utdaor • Preserve existing nafi�e trees,shrubs and ground co�er to the maximum ■ Maintain lands�aping using minimum or Pesticide Use extent possible. no peStiCideS. • Design landscaping to minimize irrigativn and runa�f,to promflte surface ■See applicable op�rati�nal �MPs in infltration where apprvpriate and tfl ininimize the use af fertilizers and "What you should kn�w pesticidcs tliat can contribute ta stormwater pollution. far...Lands�ape and Gardening" • Wher�landscaped areas are used to retain or dctain stormwater,S]]eCl� �3��3:','t'S'+,�W.�'iI�flSli�.i}�,'rr;�(t}�-�,�tS�}{E+�•' plants tliat are tolerant af saturated soil conditions(see r�nnds��pe�1an) �a►vnloadslLandscaneGardenBrochure.ndf • Consider using pest-resistant plants,especially adjacent ta hardscape. • To insure successful establisl�men�,scicct plants apprapriate tv site svils, slvpes,climate,sun,wind,rain,land use,air ma�einent,ecological cansisten and Iant interactian. Rcfuse Areas ■ Shaw where site re£use and recycled materials will be handied and star�d • Pro�ide adequate number af recept�icles. for pickup. 5ee lacal municipal requireinents for sizes and other details❑f � Inspect receptacles re�ularly refuse areas. • If dumpsters ❑r other receptacles are outdoors, show how the designated ' Aepair❑r replace leaky receptacles area will be co�ered, graded, and pa�ed ta pre�ent run-on and show • Keep receptacles co�ered. locatians of berms to pre�ent runaff from the area. ■ Any drains froin dumpsters, cvmpactars and tallow bin areas shall be connected to a rease reino�al dc�ice before dischar �to sanita sewer. ■ Sweep plazas,sidewalks and parkin�lats Plazas,sidew�lks and . re�ularly tv prc��nt accumulation of iitter parking lots and d�bris. • Call�ct debris from pressure wasiiing to prc�cnt entry into the starm drain system. • Collect wasliw�itcr containing any cleaning agent or degreaser and discharbe ta the sanita sewer not a storin drain. jlVater Quality Manag�ment Plan[�IVQMP] - Hope Lutheran Church and 5chool l, ! . App�nd�x 9. �&M Operation and NJcrintenance Plan and flocument�crtion of Finance, Malnt�enance and Recording Mechan�sms � �� Page � 49 12-1-20�.5 � � 2���-�3���34 071��I�01B 09:00 A� �ee: $ T8.�0 �CORDYiVrG REQUESTED BY: Pa�� 1 of �� Recvrded in �ff�cial Flecards Hape Lutheran Church county af Ri�ersid� Pe�er Aldana Assessor-Gaunty Clerk-Ftecnrder � ��'11������!� AND WHEN RECORDED MAIL TU: II1����+� H[]PE LUTHERAN CHURCH 32819 TEMECULA FAR�VLIAY,#B R A �xam: �3 TEMECULA,CA 92592 Page �A PCaR Mfsc l.ang RFl] 1st Pg Adtl Pg Cert CC � � 51z� I�COR 5MF NCHG 7: '��(d� SPACE ABOVE THIS LFNE FOR RECORDER'S USE REC�YtDING QF A WATER Qi]�ALITY U��RA�.�'IUIv ArTb � MA�TT�NAI�GE AGREEMENT F�R H�FE LUTHEI�AN CHURCH and SCH��L Lot 9, T�. 35�2, MB 56163-�6 VALLEJ�AVENUE, TEMECULA, CA 92592 Fage 1 � ' � D4C#2a1�-�3'i 2534 Page 2 af 22 � ..' Water t�ualitv�perativn_and_iVlainfenance Aqreement Property C]wner Name:HaPE LUTHERAN CHURGH Property�wner Mai[ing Address: 328�9 TEMECULA PARK�VAY,�B TEMECULA,CA 92592 Project Address or Location:LOT 9,TR 3552,MB 5G163-66 Pro�ect's Assessar Parcel Number:922-170�003 Th�s Dperation and Mair�te�an�e Agreement [Agreement} is made i� The City of Temecula �Ci'ty}, a municipa[ agency, �acated in #he County of Ri�ersidez5tate vf Califomia, by HDPE LUTHERAN CHURCH �Dwner},this of , ���fi. WHEREAS, the �wn�r owns rea[ property �Property} as described in Ex�ibit"A� and depicted in Exhibit"B", each vf which ex[�ibit Is attached herefo and in�orporated �y reference, and has proposed that the Property be devefoped in accordance witi� go�ernmental appro�als issued hy fhe Gify and other agencies ha�ing jurisdiction aver the Pra�erty; WHEREAS, at tf�e time of initial ap�roval of the development project(Prajec#} known as HQPE LIJTHERAN CHURCH AN❑ SCHOOL within t�e Property, the Gity req�ired the Praject to generate a Water Quafity Management Ptan (WQMP}. The WQIIlIP describes f�ow the Project p�o�oses to remove pall�atants and minimize ar�y adverse impacts from fhe discharge of storm watar ar�d nan-storm water runo�f gene�ated as a result o�the Project, and includes strucfura( � and non-sfructt�ral trea�ment de�ices, also known as "BeSt Management Practices" {BMPs}, tf�at wifl be canstrUcted, or insta�led,or implement�d foc t�is�urpose.The precise Io�a#ion(s}of fheSe BNiPs are depicted in the VIIQMP, vn fle with the City; - WHEREAS,#he Dwner a�cepted the requirem�nt ta routinely inspect�clean, maintafr�, repair, reconstn�ct,and replace t�e BMPs assaciated with the Project in�rder ta retain their original i�tent and efFecti�eness; WHEREAS, this Agreement is transferable onta subsequent owr�ers, heirs, exe�utors, administrators, re�resentati�es, and assigns �callecfively "SLICGL'SSarS°) of t�is Praperty, Project,ar�d a1f associated BMPs; INHEREAS, t�e Dwner and 5�ccessors are aware t�at staci� operatian and main�enance requirements are in accordar�ce with, and enforceable under, the City's Niunic�pal Code and • 5tate and Federai envirvnmental laws regulating the discharge of pvllutants in storm water ar�d non-stormwater runofF, and may also require c�mplian�e witn Lacal, 5tate, and Federal Iaws and regulations pertaining to canfined s�ace entry ar�d was�e disposal methods in effe�#a#the fime su�n maintenance❑ccurs; Page Z � � � D�C#2d'[5-D312534 Page 3❑f 22 ` _ ' N�W THEREFaRE,the�wner and 5uccessors shall�e sUbjec�ta fhe fallowing condi�ions: 'i This Agreem�nt shall be recorded in the �fFce otthe Recorder of Riverside Cotanty, Califarnia, at fhe expense vf fhe Qwr�er ar�d shafl constifute notice to the�wner and all Successors vf t�e title to said Rroperty o#the obfigativns required by ti�is Agreement. This Agreement shall also be acGampanied by a aapy of an `C]peration and Maintenance Manual', include� in Exhibit"C", providir�g detaifed instructions an haw and w�en each treafinent BMP proposed for construction, vr insta[fatian,or impfementat�on must he inspectsd, cleaned, mairttained, repaired, reconstr�cted,and replaced, if necessary, {cvllective�y"Maintained"} i�order to t�etain their vrigina�intent and effectiveness. 2 �wner s�a[I�at their sole cost, expense, and liability, ro�tinefy main�ain all 6MPs in a manner assuring peaK performance a�al�times wifho��request ar demand from t�e Gity ar other agency.A!I reasonab�e precautions shall be exercised in fhe remova!af ar�y material�s}from the BMPs and the ultimate disposal nf t�e material[s} in a manner consister�t with aE[rele�an�faws and regulations in efFect at t�e time ot#he recording of this Agreement.As may be reques�ed trom#ime to time 6y the Cify,tY�e Owner shafl provide tI�e City with do��amer�tation identifying the i�spections, maintenan�e acfivities, maferial(s�and quantity(ies} removed, and disposaf destinations. 3 Dwner hereby provides the City�omplete access af ariy time and o�any duration during busir�ess�ours to the BMPs,fheir immediate�icinify, and all lega[ly accessi�fe areas draining to tY�em u�ort reasonable nv#ice, or ir�case of emergency as de�ermin�d by t�e City wi�hout advance not�ce,tor the purpose of it�spe�ting t�e BMPs andlor sampling runaifi inta andlor from tne 6MPs.The Cifjr sha1l make every effort to minimize interFerence wit�the Owner's use of fhe Property during these inspectians and samplln� activities. � 4 !n fhe event the Dwner fails to accom �ish the necessa o eration and maintenan�e P rY P vbliga#ivns required by this Agreement,the Qwner hereby aUt�arizes fhe City fa perform any maintenance necessary ta restore the BMPs to their originaf in#ent and effe�tiveness. Qwner shal[reimburse all exper�ses associated with the City's maintenan�e a�#'tvities to the City, in�fudir�g adminisfrative costs,attarney fees,and interest tiiereon at t�e maximum rate authoriaed by the Civil Code.The City may also opt to use the proceeds from any securifies pasted far the praject, vr place a lien on tfi�e Property in suo� amoun#as will ftal[y re�mburse�i�e City,ta pay for such maintenance in or�er to guarar�tee the continu�d pertormance vf tl�e BMPs. 5 Owr�er shal[ notify any successor to ti�te of all or part af t�te Property abaut t�te existence of ti�is Agreement and pravide such notice and a copy of this Agreement pcior to such Successar abtaining an interest in all or part of the Property. Page 3 �J ' ' DDC#2��6-�31�534 Page 4 af 22 � �. � -- [N Wi7NESS THERE�F, t�e Owner hereto afFxes their signature as of t[�e date first writ#er� abvve. �WNER'I: OWNER 2�i�more fhan ane owner]: RENATEJEFFERS�N Name Sign tur Signa#ure H�PE LUTHERAN CHURCH C�UNCIL PRESIDENT Title A notary acknowfedgement is re�uired for recordativn{attac�apprapriate acknowIedgement}, � Page 4 r , �+ � � D�C#2016-�312534 Page 5 vf 22 � ' ' � ��-�f . ACKN�INLEDGMENT A notary public or other officer c�mp[eting this cert�fcate�erifes only#he identity of the individuai w�o signed the documen#to wh�ch fhis certificate is attaa�ed, and not the truthfulness�accuracy,ar �af idi of#hat dacument. State of Californ€a County of �'�r� �.�S��� } � �o��fi� C]n_ . � _ c�� �.LD ^_befare me, Qct:�G� �c-��"��i r?�b�'C� �inser#name and fitle of#he offcer) personaf[y appeared �'e �'z�� �-Q � �S�� who prav�d to me an the basis,of satisfactary evider�ce to e the person��}'whase name��re subscribed to fhe withln instrument and acknowledged fo me that hel�they executed the same in hisl►�'er�heir authorized capacity�ios}� and that by hisl Ze their signa#ure(s)on the instrument#he petson�s}, or#he entity upan behalf of which the person{s}acted, executed the instrument. [ �ertify under PENALTY OF PERJURY under#he laws of the 5tate of California that the foregoing paragraph is true and cvrrect. . � AI.ISlI GARR�TT VIlITNESS my hand and o�ficIal seal. 6ommiasEon�2i�7158 �� Ho1�r Pu�ll�-Ca1liornia '�r Y • Riverside Cvunty � . Gamm,Ex ires Oct 15,2019 Signature • {Seal) �• , _ . � ' , ❑oc#20�s-a3�z5�4 P���6 of 2� � EXHISYT A (�e�al�7eseription.of Propertv� Lvt 9 of Tract na. 355�,in the City ofTemecula,County�f Ri�erside, SCate of California,as per map recorded in Boak 56,pages 53 through 66 inclusive af maps, in the o€f ce of the County Recorder of said County. � Page 5 � � � DaC#20�6-�3�2534 Page 7 of 22 �. J] Exhibit"B" �T�MP BMP Site Plan and BMP Details � Page 5 � �-' � `'� � ��MP �MP �ITE PLAN - PA15-�7�3 H�PE LUTHERAN CHURCH '�'� 35��--LDT 9 IN THE �ITY DF TEMECULA, C4TJNTY �F R�ERS�DE, STATE aF CALIFORN�i ; � �A� � 1 � f � ��il� �51�� � � � � ��«.�,R, a f ' r � � -- � � � � � � r ' + � p 14 r f � �.2� f � � � � �- �'- � � �. - T' � .... � izr � � _ _ �.'� � _ _ ► �`'�� �� � � � I� � r� � � � � Z�] r � � � � � � � PAR 9 � � �� A�1 ►� ��' - �-��►�a�s,s� ❑3 � � � �a �� �.17 r � �.47 ' �a� ,� I. � - � D5 �'"`'-�.,,_���~``- � � � � u� �� D 1 _ f � � , � � h� �,33 �-� D2 ��� �.2� � � � .� �. �� � , �� � } I � � � � � �.�8 t f � I `1° r � � D6 -�-- � I � � � �� r �� ■ D.30 � � � � � � � 1 ��'�+�_ 2 _ � '�`� -� ` "�-�.� I � I _ 1 , 1 _ . � -- - � � --- � � - �. , �_ � , � - os I � c�a , l _ � � � �� ��� 1 ' r �(�'�-5 � '�a D ' ---+- wr- -s--- - _ I � �.t] .. ... ... ... ... ... � ❑ � � ►' �� R ��� �o '�'- , ' � 0.� � � � � � _ � ��i1S 5s1�� � � � � ti 0 1 � v SCALE: 1"=8D' j LEGEND �A7E �I�8I2o�s � � TNFILTRATIDN TRENCH LID-�. � Q BID-�RETENTION 8A5IN � � BMP TR I B AREA B�UNDARY ���T�L•4� � ZA BMP I D S� 4� 0 8� . T E� �� (� °° U..J�.d��0.�d��, .■.V`\.i. � N Q.�� BMP TR I B AREA (AC} N SCALE: 'I„=8O� 29 77PRAlSCHD CALIFORNGA RD,INSTE�20�TEMECULA, CAL92591 * 'i'E�.EPHON£ 35'f-676-1018 * F'ACSIMi[.� 951-676-2294 * � � DQC#2��6-D3�2534 Page 9 of 22 QBSERVAT I QN WELL � � �N� W I T H R E M O V A B L E C A P i 5 F T M T N T M U M z T� � a°'N � AT MFD--P�INT M� x�� � ❑�n __.� aF TRENCH 5 FT M I N I Ml1M � � � v w u� ��� �����������ti. . � I IZE PER PLAN � ����Tj`���`f�/�ti���� �N� �ti��i,��4 � A v � � � P���j��j����' � �N� !���1�����' �'�/�\ �- � � '�L-��F? ��R��������� ��;u ������,�y\ , .� ��� \��r ,/ ����t r. � �G� SCREENED �VERFLO��f\�f���� / �" a o o '� ��� \ P�A�'GRAVEL � DEPTH ��� „ �� / r' •/�/����� x � G M�N. PERF�RATE �r�� � � v � �.���������f� ��� P.V.�. PTPE. � �/ o a / � � � �� �- DAYL�GHT AT GRADE, j� �� o o ������\���\�� ��� �R C�NNECT TO �,� �.t,�,� ❑ v v �/��/���\ � �o°�' NEAREST CATCH BAS I N;��� ' / � v ����/���/�� �/��, � ����/ s z o l�i %, �.Y- ��•.. �.. .� / 1" Ta 3" UN I F�RM � ��a I NSTALL 2-LAYERS '� /�ff =��;F;�_..�r����r:':t'�: �/�/ ,���,,� � ti, GRAVEL � a�� DF 10--M T L .� � M�- X MPERV I OUS L I NER, ��* SIlJE WALLS ONLY. Y��LTRATYDN TRENCH DETAIL 6�yCLEAN SAND AT B�TTaM ND SCALE �NFILTRATI�N TRENCH DETAIL NOT �'4 SCA�� �5 FT MIN�MUM 6 FT MINIMUM 5I2E PER PLAN � '�`�%i�/���j��f¢: � ,I, ,!' ,I' � ����1/�������1����Y ti�j���,�L���1A s � W W �V 4: �AXS-���.p f\/f��i� '����'��•����P.` .5' SDIL MED I A F��-��R,����\������ GRAVEL BED 12'� �{�� *SEE N�TE r����✓ �����YER �F PEA GRAVEL //\ .�i ��1 I NSTALL 2-LAYERS ��� �� `�����' 10-MIL IMPERVIDUS : PERF PVC PIPE ENT�RE LINER, SIQE WALLS � • � • . , �������TH, CONNECT TO 5D INLET �NLY. �74-RETENTION BASTN DETAIL HD SGALE BI� —RETENTZ4N BASIN HOl' TO SCALE ENG�NEERED SU�L MEDYA REQU�REMENTS *TNE ENGINEERED S�IL MEDiA SHALL BE C�MPRISED OF 85 PERCENT MINERAL C�MP�NENT AND 15 PERCENT ORGANIC CQMPONENT, BY V�LUME, DRUM MIXED PRIaR TD PLACEMENT. THE MTNERAL CQMP�NENT SHALL BE A CLASS-A SANDY LaAM T�P50IL THAT MEETS THE RANGE SPECIFIED IN TABLE 1 BELOW. THE ORGANTC C�MPONENT SHALL BE NFTR�GEN STABiLIZED C�MP05T, SLJCH THAT NITRDGEN D�ES NOT LEACH FROM THE MEDIA. PERCENT RANGE C�MP�NENT 70--80 SAND �5-20 SILT 5-1❑ CLAY THE TRIP TTCKET, �R CERTiFICATE �F CDI�PLIANCE, SHALL BE MADE AVAILABLE T� , . THE iNSPECT4R T� PR�VE THE ENGiNEERED l�IX MEETS THIS SPECIFICATTqN. U' Page 8 �`. ��1 � �S , - ��MP �MP �ITE PLAN - PA15--U7fi3 H�PE LUTHERAN CHURCH TM 355�—LQT 9 �N THE CITY �F TEMECULA, ��UNTY DF RTVERSIDE, STATE flF CAL�F�RNTA � , � � a i � � � i i � �� �.� � � i � �� � � B�l� d4 ' IHFILTRA�f[OfV TREl�CFi E � E I E / ! � � i � i i � ! i I ! I �-i �� �---. � �� .�-, r-----�w �� �--�-, r-"----� i-z r--^^-, r-------� r- � � T�� - � �� .v ._..._..__.....,.._.._. .�^T——..._.. ._..._...._.._.._...._,_ BM�Di._._..._.....__... ...._.._�.,^———.�._....._...._..._.`__...._._....._..,_...._..._..�—��——- R � �r�FiL�n�oN ���cH � R/w R/w� 0 0 n � � 0 j � 1 � SCALE �"=2D' � QA�E 3/]8�20t6 � �—$ � � n� 2a 10 � 2D �'��T�.� r`�'a TE� � � a ��T������c�. o � SCALE: ���=Z�� l.Ah!❑ p1AHiYlNG. CML ENG[NEERiNG, GONSTRUC'RDH CONSUl.7ANT5 N 29377 i?Al+[GHO CAI_IF�Ri�1A R0� STE. 202, TEMECULA� CA 92591 N * TELEPHOHE 951-S7fi--7 018 # FAC5IMILE 951--676--2294 * � � � ��MP BMP SITE PLAN � PA15-07�3 H4PE LUTHERAN CHURCH TM 355�—LDT 9 IN THE CxTY �F TEII+iE�ULA, C4UN7`Y' QF RZ'�ERSIDE, STATE �F CALIF�RNIA � - ��� �z . i�rFi��a�aN ���c� 1 �— �� � i � � � y � � � � - � — �� �� -- CD � O . � � � • v 0 � � N v j� �- �'� V+ � SC,4LE: 1"=2fl' w � pATE: 3��8f20ifi N � LID-4 � � .� 20 1� 0 2� ���. m � TE� � � i ��T�T�`�.�°���. o SCALE: �I��=��� [.ANp p1ANN11�G, CML EHGIHEEFtING, CQHSTRUCTlOH CAiVSIiLTANTS � 29377 FtANCHd CNJF'ORiVfA R0, Sl'E. 2a2. 7EMECULA� CA 92597 � TELEP�iaNE 951-67fi--'ial8 * FAC51�41�E 951-fi76-2294 * �` � i. � ��MP �MP SITE 1'I�AN - PA15--q7�3 H�PE LUTHERAN CHUR�H ° TM 355�-L�T 9 �N THE �ITY �F TEMECULA, ��UNTY OF RIVERS�DE, STAT� 4F CALiF�RNIA �'L � � � � �� ��t� �J t �`— � B1�R p7 �- � !HF[LTRATiON �REN�H i � 8MP D4 � INF]LTRAT�DN TREi�CN ; k . i p ' `k ,,,,,,,,,,,,,,,,,,,,,„ , .,...._....„_�__...._.__,. �� � � � � � � j BMP D3 � � �� �NFl�7RAi'10{� �R�NCH � FJ � -�� 8MP DZ 1 [i�F'ILTRAT�ON TREHCH � ' � � � ! a r o -^ ��- _ � � � �~ � o � �� j � r � � SCALE: 1"=20' w � �A7E 3�18��a16 � LID-5 � � v �o �❑ v 2� ��r�c�i.T�L�� ro TE� � � ti ������. � � SCALE: �I��=ZO� lAND PLAl�1NlNG. CML ENGIMEERING, C�NSTRUC710�! CON5UL7AN7S � N 29377 REWCHO CAUFDRNIA ft0. ST�. 202. TEl�ECUlA, CA 92591 * TELEP�iDNE 95Z-676-10i8 * FACSI�IILE 95i-67fi-229� * �` � I� � ��MP BMP �ITE PLAN � - PA15—fl7�3 HQPE LUTHERAN �HUR�H TM 35�2-�L�T 9 � IN THE CITY OF TEME�ULA, C�UNTY' �F RI�ERS�DE, STATE OF CALIF�RNIA � � i -� ��f: �- �� SMP D5 "� INFlLiRA�I�{� 1REHCFi - � BMP D� BIOREi�lVT10[� 6ASI�f ����f �� � � �� �'�� � � ` ���� "C1 l^� � �.�_ �--�- ``'� — cQ�n �f� — _�� —~ •Y A�r_f � � - ti �i 4 N ` � ti . �r� � � t ♦ . ' � � 1 ��T � 0 � � � � � � �� � � a SCALE: �"=2Q' s DAiE: 3/t8�201& � LID-g � � � �� �o o zo � TE� � � � �������. �, � SCALE: ���=ZQ� lJ�l{] P!_ANNING� CML Ei�IGINEERING, CpNSTRUCFlD�! CQNSULTAI�[TS {nj 29377 RA1�C}�O CALIFaRIVGI R�, ST�. 2Q2, T�MEC[1iA. CA 92591 * TELEPHQNE 951—fi7fi-1018 * FAC51lN[L� 951-878—?29� • ' ' ooc#20��-o��z�34 P��� �4 of�� � E�HYBIT C �peration and Maintenance Manua� 1�. Purpose af the Qperatian and Maintenance Manual The purpose af this manual�s to p�ro�ide maintenance instructions for the foilowing Best Managemen�Pxactices (BMPs}: 1. infiltration trenches, 2. bio-retentaon basins, The listed BMPs are poliution control de�ices designed to txea�urban xuno�f be�oxe it enters in to the s�orm drain systems�ocated�n the pxoject site.Regular maintenan�e will help to ensu�re�hat the BMPs functian as designed.This manual wi11 serve as a reference guide and fi�ld manual to assist the pxoperty owner with: • An ovezview of the variaus BMPs and how th�y functian ■ An unders�anding o�the proceduxes ze9uized tv e�ectively mainta�n the BMPs on a regulaz basis • Repraducib�e capies o�the�orms,logs and guidance sheets necessary�or xecording maintenance activitiEs associat�d with the BMPs. � 2. General Description and fun�tian of the BMPs Infi�tration Trenches The infi�tration t�renches are long,narraw basin camprzsed o�layezs of parous materia�s that allow c�llectz�e urban runa�t❑ �nfiltra#e�nta the gz�und.Fxom the tap o�the trench to the bottom,the porous materials cansist of: • �.2"of 318"Gxa�el (Pea Gra�el} • 30"o��..5"-2.5"Dia.'S�ashed Drain Rack + ImpexmeabI�Iiner on the sides of the Basin Pollution is mi�zga�ed through in�Itration o�zunof�into the poxous materials within the tren�hes and u�timately through�n�iltration in to the ground below the t�ench. � � Page�.3 � � � DOC#2a�6-Q312534 Page 15 of 22 � ^j Bio-retention Basin .� - Biaretention Facilities are shallow,�egetated basins underlain by an engineered soit media. Healthy plant and biolagical a��i�ity in the raat zane maintain and renew the macro-pare spa�e in the soil and maximize plant uptal�e af pollutants and runoff.This keeps the Best Management Pra�tice �BMP}from becaming clogged and allows maxe af the soil cfllumn to functian as both a sponge (retaining water} and a highly effec�i�e and self-mazntaining biofiltex. Yn rnost cases,the bottom o�a�ioxetention Facility is unlined,which a�sa provides an opportunity for infiltration to the extent the underlying onsite soil can accommoda�e. When the in�iltration rate of the underlying soil is ex�eeded,�u�Iy biotreated t�ows are discharged�ia undexdrains.Sioxetention Facilities therefore will inherently achie�e the maximum�easible level a�anfi�tration and evapotranspira�ian and achie�e the minimum feasible (but highly bivtreated}discha�ge to th�stonm dxain system. 3. Maintenance ResponsibiIity The property awner, Hope Lutheran Church is ultimately respansible far maintaining alI BMPs listed.The goal in maintaining the BMPs is to ensure that all BMPs are operating at peak efficiency. Regular inspection and xeplacement of materia�s within the infiltration and bio-retentivn bmps once�hey becvme ineffective in pe�a�rming as designed, and the xemaval o�sediment and debxis from the foxebay,permeable pa�ers and drywell are the majar components in the maintenance program. �n order ta achieve this,the follawing r general pr�cedu�es sha11 be fol�owed: t�� • Qualified maintenance personnel should pexiodically inspect the SMPs at least twice a yea�r. The�irst inspection should happen prior to August 1 and the subsequent inspec�ion should happen during�he period between Febnxary 1 and Ma�r�h 3I. • rf a problem is identified,it should be re�ti�ied as saon as possible to ensure that rhe SMP's�unc�ions as designed. � Regulax�remo�al of txash and debris shvuld oc�ur as needed.Txash and debxis, �isible along tihe sur.�ace af any BMP shall be pramptly remo�ed. ■ Uetailed main�enance proceduxes are outlined under the section�itled "YNSPECTI�N and MA�NTENANCE SCHEDULE". � Page 14 ��J DQC#2��6-D31 Z534 Page 16 af 22 � 4.Maintenance�ndicators and A�ti�ities Functional Maintenan�e: Regular functional maintenance is required to ensure that each BMP performs in an e�ecti�e manner.Functional maintenance consists of both pre�enta�ive and correcti�e acti�ities. L�gs and guidance sheets are cvntained herein to use in recording vital information while performing aperation�nspection and othex BMP maintenance activities. Maintenance re�ords sha�I be maintained by the praperty owner for a minimum of fi�� yeazs.The proper use and subsequent storage o�these records wi�l assure the City of Temecula that each BMP is functioning as designed. Pre�entati�e Maintenance: Pre�entative maintenance shall be pezfvxmed on a regular basis. Check�ists are included hexein to track and xecord preventati�e maintenance activit�es.These acti�ities include trash and debris removal and sediment management. Trash and debris remo�a�sha�l be performed to ensure that runaff has adequa�e sur�ace area ta in�iltxate thraugh�he variaus Iayers that comp�rise the c�ross s�ction of the trenches, basin,permeable pa�ers,or drywe�I. 5ediment managemen�wiIl occur when testing indicates tha�the�arget BMP ef�iciency rate has diminished be�ow the sta�ed acceptable rate. � �cti�e Maintenance: ' Co�rr + �arrective maintenance w�ll be required on an eme�rgen�y or non-routine basis to coxrect probtems and res�ore the intended ope�ratian and safe function of all the BMPs. • Inspect a minimum aft twice a year,befare and a�ter the rainy season,after large , storms or maxe frequently as needed. � • Clean the BMP when the Ioss of infiltrative capacity is observed.When the standing water is present for a period o�time in excess a�7�h�urs,removal o�sediment may be necessary.This is an expensi�e ac�ivity and the need far it may be minimized through the pre�ention of upstream erasion. • Control mosquitaes as necessary. • R�mo�e Iitter and debris fram surface as required. � ', Page�.5 � �nC#2��5-Q312534 Page �7 af 22 � INSPECTrQN and MAINTENANCE SCHEDULE The gioretentian Basins and Infiltration Tr�nches shall be inspected far erasion,dead Wegetation,soggy soils,or standing water.The use of fertilizers and pesticides vn th�plants inside the Bioretention Facility shauld be minimized. � A • Keep adjacent Iandscap�areas maintained. Remove clippings from landscape main�enance acti�i�ies. Qngaing • Remove trash and debris * Replace damaged grass andlor plants � � Replace surface mulch layer as ne�ded to maintain a 2-3 inch soil co�er After storm e�ents + Inspect areas�ar ponding Annually + Inspecticlean inlets and outlets � ' Page�6 � � DOC#2�18-03�2534 Page 18 of 22 � Typxcal Maintenance Act�vities f�r the Bioretention Basins Uesign Maintenance�ndi�ator xnspe�tion Frequency Maintenance C�riferia and Ac�ivity Routine actians Znspe�t far Presence of water that Annually and 72 hours �heck�ar and remove standxng water in has been standing for 72 after a storm event trash, debris and fhe hasin hours sediment Znspect for Annually and as-needed Check for and remo�e sediment buildup trash, debris and sedunent MAINTENANCE INDICATnRS Maintenance indicators are signs or i-�iggers t�iat indicate that maintenance persanne�need to cheak the bioretention basin for maintenance needs.The mo�t common triggers include warnings or accounts o�standing water and sediment accumu.lation.The preceding Tabxe � shvws conditions and criteria that trigger the need fo�some speaific routine bioretention basin maintenance activities. Emergeneies may occasionally arise that would require a more urgent, critical respvnse. SEDIMENT REMUVAL The types of starm water p�l�utants that accumulate in sediment varies,bu�may includ� contaminants such as heavy metals,petroleum hydrocarb�ns,and other organic compaunds such as pesriczdes or solvents.�Vhen the sed'zmen#buildup is vi.sih�e,the sediment must b�remaved. � � SEDIMENT DTSPOSAL 5everal meth�ds for dispasa�are a�ailable depending on the cancentxatian of toxins in the waste. Methads can range from recycling the material,to depositing the sediment into appropriate �andfills. At#he time of disposal, if the wastes are deemed to be unfit far disposal in a municipal Iandfill,a full and Gomprehensi�e t�s�ing pragram should b�run by a qualified person to tes�for all the cvnstituents outlined under�alifomia Code of Regulations�CCR}Title 22.Title 221ist cvncentrations of certain chemicals and their soluble fhreshald limit concentrations{STLC's}and fheir total threshold limit concentrati�ns(TTLC's}. Chemica�s that exceed the allawable concentratians are considered hazardous wastes and must be remo�ed fiam the sedzment. Page 17 � � � ❑OC#2�15-a3�2534 Pag� 19 of 22 , � T ical Maintenanae Acti�ities far the Infiltration Trench , Design Maintenan�e Indicator Inspection Frequency Maintenance Craferia and Acti►vity Rnutine actians Tnspect for Presence of water that Annually and 72 hours Check for and remove standing water in has been standing for 72 after a starm e�ent �rash,debris and the�asin hours sedzment Inspect for Annual�y and as-needed Check for and remove sediment buildup trash,debris and sediment MAINTEhIAN�E INDICAT�RS Ma.�ntenance indicators are szgris or triggers that indicate th�t maintenanc�personnel need to check the infiltration trench and dry well for maintenaace needs.The most comrnon triggers include warnings or accounts of s�anding water and sedirnen�accumulatian.The preceding Table 1 shows canditions and criteria tha�tr�g;ger the need�or some specific rautine infiltration trench and dry well maintenance acti�zt�es.Emergen�ies may a�casionally arise that wauld require a mare urgent,critical response. SEDIMENT RENID�AL The types of storm wa�er pollutants that accumulate in sediment varies,but may include contaminants such as heavy metals,petroleum hydro�arbons, and other organic compounds such as p�sticzdes ar so��ents.'VLrhen�he sed�iment buildup is visible,the sediment must be remo�ed. �� SEI]IMENT DISPaSAL Se�e�ral methads far dispasal are available depending on the concenfratzon of toxins in#he waste, Methods can range from re�y�ling the materia.�,to depositing the sediment into appropriate Iandfills. At the time of disposa�,i�the wastes are deemed to be unfit for disposal in a municipal landfill, a full and comprehensi�e testing program shauld be run by a qualified person fo test fo�r all the constituents outlined under Calzfornia Cade af Regulations(CCR)Title 22.Title 22 Iist concent�a�ians of Gertain chemzcals and their soluble th�eshold Zimit concentrations�STLC'�} and their total threshold�imit concentratians (TTLC's}. Chemicals that exceed the allowable �oncenixa#ians ar�conszdered hazardous wastes and must be removed f�rom the sediment. / , Page 18 � �� � i�� ��J INSPECTION AND MAINTENANGE CHECKLIST Bioretention Basin Inspectian and Mau�tenance Checklist Date of Iaspectian: Type of Inspection: ❑ Manthly o Pre-Wet season o After h�a�y runvff�l"or greate�r} o End of wet season ❑ Qther Defe�t Conditions When Main�enance Cornments�Describe Resufts Fx�ected when Nlaintenance is PerFormed Maintenan�e�s Needed Maintenance cvmp[eted and i� Required (Yes�No} needed maintenance was not conducted,note wheR it will be dan�j Standing W�en water stands in There should be�a standing water in ex�ess of 7� Water the biaretention basin hours langer than 7Z�ou�s Trash and Visible canfirma#ion of Trash and de�ris rema�ed fram biore�entivn hasin De�ris accumufated trasFt ar�d and�ispased❑f properly Ac�umuIation de�ris Sediment E�idence vf Material remv�ed and dispased of properly sv tha# sedimentation there is no standing water Bedding Vis�al insgectian Unifvrm graded surFaces,no erasion apparent Layers�Side re�eals materia[is not p Slapes unifor-m or has�een n � dcag up v Miscellaneous Any conditions not Meet the design specifcatians v, covered abo�ethat � w needs att�ntion to � ensure�roper function � af the bioretention -� basin c� � N � Q fi [�7 N Page�9 . �� � � � TNSPECTI4N AND MAINTENANCE CHECKL�ST Znfiltratian Trench Inspection and Maintenance Checklist Date of Inspection: Type af Inspection: ❑ Mon�hly o Pre-Wet season o Aft�r heavy z�noff tI"or greater} o End af wet season � o �ther Defect Canditions When Maintenance Cvmments�Descri6� Resu�ts Fxpe�ted wher�Maintenanee is Performed Maintenance is Needed Main#er�ance com��eted and if Requ�red �Yes/Nvl needed maintenance was nat conducte�,note when it wiI[ be donej Standing When water star�ds in There shauld be na standing water in excess of 72 Water the infi[tration trench hours ar�d dry weli longer t�ar�72 haurs Trash and Visi�le c�r�firmatian af Trash and�ebris remo�ed from infltratian tre�ch Debris a�cumulated trash and and dry well and disposed of properly � Accumulatian de�ris 5ediment E�idence of Material remvved and�ispased of properfy sv that sedimentativn there is no standing water Beddir�� Visua[inspection Llni�arm grade�sur`�aces,no erosivn a�parer�t p l.ayers�Side re�eals material is not n 51op�s unifarm or has heen o � dug tap o} Misceilaneous Any eonditions r�ot Meet the design specsficatians �,a,, �o�ered aba�e that � needs attention to � � � ensure proper function � ofthe infiltration c� trench and dry we�l �, s ❑ � N N Fag�2� '+, � ❑OC#2�16-D3'E2534 Page 22 of 22 1 � .; W�ter C�uality Management Plan �WQMP Tr.355�, Lot 9, M6 56�fi3-6fi . 5tr�ctural Quantity Capita[ Ann�aal 5tart-Up O&M Respvnslbse ReSpvnsif�le � Treatment Costs O&M Dates Frequency Funding �unding BM�s costs�$a 4week�vl Party for Party for monthly/ fnstalEatlon l,ong-Term qUarter[y� D&lVl Weekly and Hape Hope 6ioretent�an 3��CF $3��.$a $�pp Prior to 72 h�urs Lutheran �utheran Basins �ccupancy after storm Church Church event Annually and H��� Hape lnfiltration 1p 997 CF $fiS,gBz $Z�pOp prior to 72 hours �,ut[�erar� Lutheran Trench ' ❑ccupancy aft�r storm e�ent Churc� Churcl� � . 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"���.� � .: �. < ::>,�.;`� r...:... � . :`:- ... �... :�, ;_,� , �s;:�.�->: .�n.,=p=5,.. �. . `���� .. ..:: .. < . •.f. .. ,;-.... , : :,�.. ..�<.::.,;.:..::........:.....,..;..... - ... w .r . . ........: ......:..... . _...:.•.;.:, . ,:�:,::;.: ;.,., ,;:;;•.: ,::.:,,. ,:. �;:�:::;;. >:.,. ......> ::�...:......• .: ... ... .:..:- ... . . � - ; Poll�ted s�ormwater runoff can ha�e ... . q.�: , .�,.�.,.�.e_�.,... . .. . �.�... .. .. , . ... .� � many adverse effects on plants, fish, - -�- , 5tormwater runoff occurs E�hen precipitation � animals, and peapl�_ f ,�.-. a ..F':. ' � - ' - from rain or snowmelt flov�rs over�he grour�d. '' � - ! + 5ediment�an c�oud�he vvater °M-�-:= Impervious surfaces tike dri�eways, sidewa�ks, € and make it diffi�ult or and streets pre�ent stormwate�fr�m � impassible �or aqua�ic plants to i naturalfy soaking into the ground. ; grow Sediment a�sa can � t�estroy aquatic hahitats. � ; Excess nutrients can cause ;F.: .. HY =r.: , .� ' �..,� � ���..,°�,;,�� .� �:��- . -. . . er_ �� _ _. �.�i algae k�tooms.�hen algae die, � :.'•;.,....._ _.• _.---;_...._..., i , �'.: � .�.. . �r:.:;;�, . . . . .... � .. ::.z�:..:.+;�r�'�:-.,.a�.�:;:.;': ,z,' ,�, �' .r r •• _ :� � .�:;�����--r� t e sink�o�he bot�am and de�om ose � � --,� �:,�.... , :� Y � �, �;;;:: �:. 1. =�'.:. ;�; fi`: ...,r.. ���,.�r; �.. .-, . n [ 'y'. :�' �r{;�'x���:'�'����';-�°''`�: � in a ra�ess that rema�es ox� en fram �� � ff� ,� f�� ;:. ;::i� ,. r: � i r� f,.:5 j:; i�tf"��'i.r.(�`..�y f'' 7� x.pi,Y�.�.7-M... 'r.Pitf_,';�.''..1.��'',�''� 5°yy��.`'1�..';}:. :����:; � the water. Fish and other a �atic 'r¢� Y:==::��,.;:;K:�;:;:��,;=�t;:�:=:,; ��•' = q f ;�.,;.;.... (.,.....,,� i,,.. �'•.f3��r.,r�;' r,• . } ,�4 � C�L�� il �d �; ��,s�° ��r`��� �� ; organisms can xi t in w w h w ��:.���r'�rf ��� :�%`�9 �� ��.�=.�:::.�. ��'�;;,,4&i<:f`":�� � ;�` 1 _ �-,,.,._ ;r �-, ,.�,�,:��; .;.�,.�:�:�%f, . r� dissal�ed oxygen ]e�e�s. . • „r�:� :�, . .... � . . � •.:;;� ��� .� '� ;:�S �. '..: ,.. ..�... ...��. , . ...., . ...,..i: ..... . ...�.: •.� ......:. :.:.;:.:....:�,:-...�, ., .. ;,. ... ... = .. . . . �,.�........,....._..�.��.�. ...,......._ .. ... . . - - - . .... . �..:::.:�-_ ...M:.�^�� . .. . _w..:,,.:....�...:: '...... �... .:�. .. .... �.:.,.,...._.,..�.:...._...:..............,�._.. � � ....�...:... .,... ......�w..::.::c:.:;.::.: '` ' Bact�ria and ather pathogens can wash �y�� � ' ��� ` ; � ;.i��y+� h�. C . .� Hn into swimrnin areas and create hea(th �`� � � '� � �::� � ;� ���� �� i��.4:•��,� y,{•x��3'�'�� . s hazards, often mak�ng beach closures �r �:'���`����A - �` � 9:�t�;�i . � . ............ ..:...::... � 1 1C.4���7Q -�� A y _,�,?•' � E �,t,. y.�.. �. ��l ��...��" f �y,��'.:,�+��.�..'.s.YW' 'M,g;'"' �F�,��_.���� ,y� yy^� Y'�5`.•�iR"",�• ��F'���' :�l,:.:.�!`'r";�"�j��t ] � � '�b%�.i:�.'��_��'•.a'�vbr �=���=����s=<� � + Dehris—plastic bags, six�pack rin�s, bottIes, and :��'':..:,�..=..a,.. ��� ci arette but�s—�vashed inta waterbodies ean ehake, suf�flcate, or ���;;= _ g '` .:', �'r"�� ] disab�e a❑uatic�ife Ii�Ce ducks, �ish, tur�l�s, and b9rds. 1... =R, �r �'�_-.. � .T' '1 .. �,•�..,.r�.r�� S � __ ____ r , _ -,:� ':�:����, �,�;a�� • Household ha�ardous wastes like insecticides, pesticide�, paint, �: w.�. ��� � i� ; �_ �,�,._.��^.rt�. .� : . ���" �-�.Y �T-�� so��en�s, used matar oil, and other auto fluids can poison aquatic fife. � ` �`-' _ 'w�w� ::� �W� � � Land animals and people can became si�k ar die fram eating diseased .�. ._ , . .- - z;� ..;��. —�w.. �.. : - -ww������ N�==r-� � � fish and she11fish or inges�in�poiluted wat�r. ; , ; : � Sto�rn�vater can pick up debris, chemicals, d�rt, and ot�er = * Polluted stormwater of�en ; ` _ a�fects drinking water pallutants and flow into a storm �ewer sys�em or direc�l��o � i Sac�rces.This, in turn, �an a �ake, stream, ri��r,wetland, or�oastal vaat�r.Anything that � e ' .. .,: . - affe�t h�man heaith and � �_x,:.�-�u..;:.;�;x, -���-:.r...�. �..-� .,:_��x... . enters a storm sewer system is discharged untreat�d into Ae �����p" �`�- ''_�� ` �'x . ��� ""`�'"`` `�-�"`�� , in�rease drin�Cing water . . :�_y:;,.,. „�.s:�:�.���N:, the wa�erbodies we use far sv�imming, fishing, and prav'rding -�� :� -.�:�f�'�-�r.<��n��=��� treatm�n��osts. drinking uvater. k x?::. •i% .... .....F�'��"��...: � • ' � ' �'�35� ?'�:'4"r..",�.t�: { �:.�_�,.�`.'.�5 . 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Dumping � , ���� �'�'� ������ �3autvmotiv� fluids into storm � r �� o� P� �d od� ��attd� ��� �'.��a r� cvc�ia�. �:.:.. � drains has the sam�result as �;r:;Y�A=...:;�,�::A%.:..:::,� �� ��,�� �� � ��,�r �p��,,�p�� � dumping the materia�s direct�y . �nto a waterbody. ��. � ���' ��������� �' * Us�a comn�ercia car v,rash thati�rea�s or �� �tx���1attPG���q�pi��G u�d��d. recy�les its wast ater, or wash your car on �errne�bi���uemen�naditianai concre�e ar�d your yard so the water infil�ra�es into the asphalt dan't a�l�w water ta saak into the ground. ground. � Ir�si�ad these sur�aces rely on storm drains�o L�w� care � divert�r�wanted water. Perme�abl�pavemen� . + Repair ieaks and dispase of used auto fluids �ystems ailow€-ain and snowmef�to saa�C t�raugh, d ba � an t�eries at desi ated dro -off or . Ex�ess fert�lize�'s '� p deereas�r�g s�ormwater r�na�f. and pesticides � �ecycling locatians. applied to la��ns :-.-�.:.. ___�..�,: and garden�wash �ain Ba�•rels—You can �� ���;�:;- coliect�ainwater from `�---•a.-= - ,:£.. off and p�llute '��.:����;.` 3��., Se�?�IC F .� ��� i�VQS�B rooftops in mosquito- -� .. 3._ streams. tn .:-�,� ; • - S S��rnS ^�m �• proof containers.The r� � � addi�ian, yard - - Pet waste can be -�� �- .,-� wat�r can be used �ater on � clippings and Leaking and ' a ma�or sourGe vf : " '-�-- ;�.. -. l�wn ar garden ar�as. '�' lea�es can wash pao��y � bacteria and �w�� :��;` � ; : �::;�w "=� into storm drains and�ontribute � -� �-s:=='' maintained � �i �:�. excess nutrien�s - � `��`a �ain��rd�ns anc� nutr�ents and organi�mat�er to streams. se tic ��`� �"'`��' �� � in lo�al wa��rs. �.� p � � Gra�sy 5wa�es-�--5pecial�y + Don't o�erwa�er your lawn. Consider $Ystems re��ase nu�rients and t�en�►va�king =� � � d�sign�d areas planted pathogens (ba�ter�a and o�r ��� with natiWe lants ca� ro�ide natural laces for using a soaker hose instead of a v�ruses��hat can be picked up - y p � p p sprinkler. remember ta pick up the , rainwater to co�Iect by stormwater and discharged was��and d�spase of it 6`_ , and soak into t�e + Use pesticides and fertiiizers into nearby waterbodies. p�-nperly. Flushing pet graund.Rain from sparin��y.1�hen use is necessarJi use Patha�ens can cause public waste is the best dispasai °�= ` rooftop ar�as nr paved thes� chemicals in the re�ommend�d health problems and method. Leaving pet waste =`= areas can be���e�ted amounts. Use organic mu�ch�r safer enviranmental cancems. �n the groun�increases inta thes�areas rather pest con�rol me��ads whenever ♦ Inspect your system every pubIi�hea]�h risl�s by than in�o storm dra�ns. P°ss�bie' 3 years and pump yaur allowfng harmfui bacteria + Compost or m�lch yard waste. Dan't tank as ne�essary(every 3 and nutrients�o wash into '�e��tated Filter Strip�—Filter strips are ar�as of lea�e it in the s�reet or sweep it into to 5 years�. the storm drain and r�a�i��grass vr planCs�reated a�ong roadways or storm drains ar streams. , ;e�en�ually into lacal streams.Ti�ey trap the pollutants s�ormwater � Don t dispose of 'waterbadies. p9cks up as it f[�ws across dri�eways and str��ts. + Ca�er pii�s af dirt or mulch being household hazardous used in landscaping projects. waste an sinks or�oilets. ...�_---�.-. _ .. � , � ��. �._ .:� :_: �T-�� A �, 9 s:.:��; • .,,..�,,,. �Y�1' ;*,'� ��� } �' -"i. [�f i.Et'�=�:�� '-�+ .i' l .. • 1.'' �:a,'-"' �� Dirt, oit, and debris that�ollect in �3ion controls that ar�n t maintain�d can�aus� � � ;�{`' r:�_ ���"��r ��_.: __. : ., +,_ � ,�t parktng]flt�and paved areas can be e�cessf�e amounts of sedimen�and debris to be ; �3 y=���� ' =t ,���_:i :3• � .`.;. '' " :�: washed in���he storm sewer s stem c rried into the stormwater s stern. Canstruction . � � .�€"� �_ � �• � �. y y _ �� ��; _ �� � . �.. :�� �� :� and eventualiy enter loeal W hEcles can leak fuel, oil, and other harmful fluids ����e�p_.,,;�� ��� u�aterbadies. that can be picked r�p by stormwa�er and ' �� . .:��� �_;�K�` � ���::�,� � �'� a�;�:..�; •. ..�. + SweeP up litter and debris from d�posited in�o local waterbadies. � -. .�,,:� ���-= ` -..� ,. .. * Di�ert s�ormwat�r awa �rom disturbed or r~Y "� ' '��� w sidewalks, driveways and�arkin�lots, y �:-_�-�- � � • especially araund storm drains. exposed areas of th� cons�ructian site. * CoWer grease storage and dumpsters ♦ InstalI silt fenees, �ehi�le mud remo�al areas, :�= and keep�hem cIean ta a�oid leal�s. �egetati�e eo��r, and other sedim�nt and ���-.�: eros�or� cantrols and properly main�ain them, � + Report any chemical sp�ll to the�ocal �speeia��y af�er rainstorms. r'' ha�a�dous waste cleanup team. They'I� know the b�st way to keep + Arev�nt soil erosion by minimizing disturbed spills fram harmi�g the enWironment. areas during construction prajec�s, and seed � and mulch bare areas as saon as possib�e. � � . ` .:-� 3 �� 1 Lack c�f Weg�ta�ion an streambanks can iead to erasion. ��ergrazed pas�ures can also a �p.��, , . � -�-�` �ontribute exeessive amounts af sediment to loca�wa�erhodies. Excess fertili�ers and � � � � �`� �. ����6�:- : pesticides can poison aq€�a�ic animals and lead to destruc�t�ve algae�looms.Livestoc�C in � �-�� �'`'` �4 � streams can contaminate waterways with ba�ter�a, mak�ng them unsafe far human conta�t. � ,�;�:;�.d� � , + Keep lives�ock away f�arn streamban�Cs and pro�ide them a water source��i�vay from waterbodFes. 3�:�._z::;,... �'� ��' ' t Sfiore and apply man�re away from waterbadies and in :�--.�. - �-:� ` a�cardance with a nu�rient management plan. - - �-� �r - -����, _ ��� . . .. �:.- .. � �- �..:."-� �_ -_ —„�,�_ �.: ��'� ;'�:"'�.i T""�.w``":='�-�-a n * llegetat�ripar�an area�al�ng waterwa}�s. _����- �` �_ � ��A�'�. " w . - + �otate anima� grazing?to prevent soil erosifln in fields. . : s �r �,: �;�� � .�---� * Apply f�rti�i�ers and p#est�cid�s aecording ta labe� :;:E �..,;.,� '"�..;_ . -_....,: :. . - ;.�,�-z:� =��-�� _ � . ;;�:°- instru�tivns to saWe money and min�mize pollution. . �_ �,a .. .�. la : 3 UncoWered f�eling stations allow spil�s to b� �°;; x� :��:3=:�a : ; :.�:� � F� �` �g� `�'`� ` �'� � washed into stonn d�'ains. Cars waiting to be H. �:: w.,:E:,, a�.:::� :�°� , � � �,.�;�f� � � repaired can leak�ue[, oii, and other harmfuI .�•�; =N���-f -��. ';,- �= Improperly managed lag�in�oPera�ivns can resul�in erosion and flu�ds that�an be picked up by stormwa��r. 1r sedimentation. � � • �lean up spi�ls immed�ately and proper�y � + Conduct pr�harvest plann�ng�o preven�ervsion and�ower costs. dispose of cleanup materials. +Use logging method5 and equipment�hat min�mize sai� disturbance. • Pravide eoWer over h.�eling statians and :.. � _ :�-�:�; - . t design or retrofit facilities for spili * Plan ancf design skid�rails, yard areas, and truck aecess roads�o � eontainm�nt. .�..;��=�'� minimize stream crossangs and a�oi�disturbing�he forest flaar. *�onst�uct stream crossings so that�hey minimi�e erosion and physicaI * Praperly maintain fleet�ehicles�o�revent = o��,gas, and other discharges Fr�m bejng changes�to s�reams. ; wash�d inta lQcal waterbodies. ..,� = ��_:;�; o �":..q,_,�; .. �'�;�;; �F .�,,- ; Expedite revegetation vF�leared areas. + [nsta��and maintain oillwater separators. y..�. �v^� � ` --� � = . :.::::..�....,.. . .;. . i ; �����p������p�����ur�a����n���n��: � ; � : c� ��_ ���, . :� ���� ������' ����� }t����? 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'::;:��r..:�.-::�.... . � � . . .� •.�. � . . . . .:.: :..� .::..: .�.. . . . ...:V��":::.":�..:.:.::'..... .'..::��...::��.��.V.�.::....:�.:.:�:�:...:�..�.::�. ..�����������6�������.���������t'�6F��� ��S1C�37�:�:1i1��[:� ��}���?��-����z F�arir.f;4 Caiifar�ia+I�'aie;LZistfiuk :�15117_a�-B�G£} ;:;::�::.;:.:.::.::::-• ...:.: .; >:.�.. . . .,,. ....w. . . � : ����o�a����������i���a���D��a��� �1�31v},�.St��if}t E�L2����2-��w� . ..;.. :.�:'::.:: :.. . ..'"... .. �`I[j c7��'ii1'�CtiFt�G ��.�]'��.35'�-'�3��� � . .. . . ...' �.._m..,...._............._..... .. .... _.................... .............. � .. ��,��f'-C!�x G�ltlEtilsf��tv S�r.�ic�s�i,��,cr ;���}�3�-�aa� A 1��{�T�RSt�ED i�ar�area of land t��at r,atc�€es r�{��n�snc���,��1��1£��"�ii15 JI"S�P,�]S�rs#�c� rnar��r, s�i�r��vGll�y{:I�rta,�r�r. ;n��)�€��:�o� %"`:� s ":; sfream.1"E'I�C;Ic��S�C3C t�i'C3Ut1CIL'�'�31P,C.�tr�;�:['SI1�f�S CC3t??�Itl�II 5�l"c]p�S�CtC�S!7_�5,cross�r�c�c��:�ty.st�t�, va���y sa;��ta;ry�F�:r3c= {rr�3���€�-�:��� ,� ' " ,�' :::.::; a��d��tivr3a!�o�.:��dar�es,��ZE3fL�t3f'E.'�i7�!'1]�U�:3�lE'c`]-[:ft�.°d�tE:�i3l$1C]fTl�,a�o�k c�r�a[�y��fF�ut th�,t�ua�it��oY o��r t��fu'SfEt'f?v:ilfit::�'�3c7����3[Ef[]IS4ftC1 ��.rl'I)7t�9��7�".'[)�? �-=."::=�'8:':-::'<:�: ' � L•Vc�I�E.'C$�L�t��'a. _ : .. ::�.�::.v ....;.... ,.....:::: �� '°; .......... . �...-.��,...:..... Yu�aipa�1��I(ey'tiJate�r��s;3�;::i �9��;i�7-a#�7 �....::.:...:.....: . �-.. .�.... ..... ...:'F` ... ........ ....':. '. . :. . (n a�r.�r��nc����itf�stat�and fe��raf la�t�prflt�ct c►ur�rrat�r�E�eu�:the CI'�`IES AN�C�?�P�T�4� TO 1'E�3Ot2 t�IL'�c�I LIIi3Ylj}fE'l�if7tQ Sff31'T'F7{IY3EtiS C?t F�ISSI�RSiD��av�zda�t�u ar�;�Yar►cc�s fz3r�tc�rrnE^�zt�r mar�ag�me�t an�discharge ccrnt�l tv�rahi�i� c�v��e�star��rarns,��ea����s�: the disc���rc�� E�f �r�aste:s �ntc t��e �torm drair� s�°stern or lar�1 sur�ace �ra[�r�. Tnis ING�UDES �-���""���-��J�� �i�c�ia�e c�f►���sh�v�ter fmm c���lcic�c�r ciear�i��c�activities v�l�ic(� �1��cont�i� pc�llutant��ucf�as r�il, C3nlir�e x�snt3rces inclu�te: `;:M ' ;; ��'885�,d�f�r�er�f,det;r��wer�,tra�h,����titi��si�or�it��r rn�tc�ri��l�. r ; �`��d�spa������r��������i��:� � rive;si��C::�r€y F1r�oc C�r�trai�istr�c�tr�fr�each ' ; , � . 43;c'St'F"'Ic��S r'3i3C,)L': ':�A:: . ' �� . . . a 5�c��walic,�1���vr ar��� I���t�ar��� .�, � r�+ntw.([noc�cr�n�rrrl,r.n.riversiri�.ca.us . � � � � ���,.• t , # .� �t����f�v,���hir�g e�r d���i��� ,"; : ; _ . • • ., , . . � � �• .. . �� _ ,,� Gal:tarni�z St�r�!ntrfer C��alit�:�s�o:��Eic�n .,� �Eli�dltl[��X���ICa�"�)��i"13t1¢� � , � �I ,... . .. ...., ............ .. : ...._.... . �. . . .....,.....:•:.•. .:.: . u�► .. a � o� ca ,.....,: ::: :,-.::•,...: : J it$���33't7�3�It'��. .. ...... .. .. ... .. . .. ....:�.•: .:...: : 5fa:��1�airr Resaurces C�;ztrc�!f3card.��`�st�:r t�i�a�iif�r , . - J �E�t[��}IYI�:t"!�C���t�€Cl�CTY�E��'������. ... rv�vw,swrcb.�a.pvvJsto i��v�tr'tindex.i�trrtl - - ,. ,,,,,,.,,.L...,,,,.._.. u.�.�r��:;ona�er.t���t�roter;ic��z€�ge�ieiF PL�115E �IC�T�: Ghe�:�C ��rit�� yc���r Rer�iot7�i V�al�r C�«�4it;f Co�trQl f3r�a��d, Ic�ca1 r��unicip�' 3 .z�u r� z�or�� r� rarrEs�:��sr�c.r,tm _ �a�er�n�e�t ar:d��raf�r�gencies on E�rh�t th�;F'.S�tICilDC1S at"�II��C3LIf?C��. � _� � � .� '�� � �. � �< � � � � �� ������ � � � B�� ��� . � . f�15�]Q5E fl� 'Nc��P.t' �� ��� 4 Y . ❑t5p05L O� �Ca�V�3' �J���3��..��s����������. ����f� ���5 �� ���Fr ��c'Q?���� �L�f� c.rant�inin� saap or any ather ty�e of c��aning ag�€�ts inta t����tter.starm�rain ���'��.•• If ycru m�[st �.ise sc�a�, �rs� biotfe:r�ra€�a�[el clearting age€�fi ir�to a st�rm drain or wat�r a���r�i����sev��r: �ahosp��te-Tree c��ancrs.�ith�ug�t��e:�s�of Sc€��t�����t��VVAr�� baciy.T�i�is�dir�ctv�olatiart af state�ndlar nantaxic �l�anir�c� praduc�s `ss strangly I�ca!E'�gu[afEons.Beca�s��tasl�►n+at�r from �� , . . ur�dersta��d that �vas� �,�+�ter �r�ca€�r�ged, do understand t��at il���e A tfi�ar�c�qh �iry Ml�anup b��nr� ;,vashinc� cl�ar€in��arlsing ar�as m�}r�ntai�m�taliic �r�vit�c�uf sa�p}usec! t� r�mov��ust#rom� qrvd�cis �an ctegr�de ��ate�- quali�. TI�� ex#�ri�r sur�awes s�ch as bui1�[���nd d�cks �rak� pad dust, ail and ot�er autarr�afi�r� cl�an�ehicle ma}►��d�scf�arged t�a street disch�r�e of these z�ra�u�ts intv tF�e str��t: �v:ihoti�t faase �aint, si��Y�alk�, or p[aza fluids, #itt�r, �o�d �r,�ast�s a��d at��r or drain. �nlas}�vva��r from�€de�,��4k, plaza, e�utter�, �torm drai� s�stem ar��aaten�ays is area�, s��uid he sui€icient to prUte�t mat�riaEs, if shc�u�r� n�v�r��discl����ed�o �nd buiiding s��r�a�cl�ninr����y ga intca a prahib�t�d �y l�caf ordin�nces a��t�e�t�te ����ivin��,�,��ters. HC?�EVER: if�ny c!ei�ris a stree�,gu�t�r ar storm drair�. street�r��orm�r�in[F�lLL c�f i��fallo=,�in Vtla�er�ode.Avoi�f E�se �=��tr•o��um-��s�d �saiids)ca�i�f ent�r starm�rair�s or remain�� ; � cl����ing prc�d�x�s. th�g€�tf�r ar street a�ter��ea��ing.��rash water ? cor�ditior��s ar�met: s�ouf�#�rst�aass thro�gf�a"2���n�sh"�r�ner F �C3 . . , dispase af smal[ amn€��ts of �. T�e s��rface being ��ash�d '€s free flf scc��n c�c:atc�tF��solid mat�rials,ihr:m��� ���sF� vv�ter frQm �I�aning b�ildin� . � ,� W , _s�;.��;,, st�aufd then��di��o�ed a€ir��he trash. r�s�c����l nii, dek�ris �t�d otl��r mat�riais ;-�±,`' ;`-:.;�; ' ��:�..;�, :�..s��p....� ex�eriors, sid�w��f�s ar p[a�as onto .n .;., ., ,., �,�..,Po� hy ��sic�c� c�ry �i�ar��p m�thods (i.e., � : ". :�,V,<>,- •., % .�� D�A�r� 1���x P�o-r�c�€nrt��or���ir��e�� � �andsc�p�r�ar€�n��u�d s�r�aces, pro�i�ed ; _ � ` `�::=��. � Go���c�[ou a��tt�s� 1�C���� � yQu hav� the Qwner`s permi�si€�t� ar�cf th� s�e�ping, ar�d cf�aning arty c�i1 or ,;; ; , p �,e� . �� 3 dis�harrc��v�ill r�at cause nuisance prQbfems ch�mica[ s�ills v,rith r�gs or oi���r b �:,>..,�;::;;,::;;:<:.�; : �bsorhe�tt m�teri�l5 b�fvre u�ing � � ° �and ba�s car�be u�e�f tc��r�at����rr��r � arflovv ir�tv a�treet vr sform drain. vs�ater}. ��r � -� arour�d st�rm drair€Er��et�. � �� . x . C�I�CIC 11111��1 r�ur sar�i�a s��r�r �, !�'a�tlir�� is don4 �nrith v�ater anly nnt . t � Pl�gs or r�E��er r��ats car� be used tQ = Y � ' tempor�rif�rseal stQrm d�ain r��enir�c��. � age�tcy's p�licies and re�uir�mer�t� ��iih�oap vrother�l�ani��materia[5. conc�rr�ing rrv�s�� water ciis�asa�. �la��� �. You Iza�e nc�f�.rs�d'tt�e uv�t�r tr�r�mov� � Cont�inm�nf ��ds, t�m�c�r�ry r:er�r7s or vva�er from au�dac�r cl�ar�ing acfivities may p�intfrom surFaces durir�g cl�ani€�c�. p-w:�;�w �rac���m �raorns can �� u��d #a cc�nt�in h�e ac�ep�able far disp�s�[ to thE sa�i�r�► ;',�����:�.=-=�-- � a«d cv4lect��s�€�ater. � �,e; `�:`:F^..:.;'• ��°� F :8..` $G�.' ..,d:::,.. �'.n;-. s�wc�r�Nith sp�c€�c�ermission. 5ee th�lis� �:s=^y�;��; ;e�- �� � . �=K° E u��M��r ��❑ ��a��.:�s on the�acfc af#his#�yer far pE��n��umbers ����' ���������7���J , x:==- ... ��.:-.:::- �- ,�wr e��.�.wk�,�.__ ,. T�7 R��QRT IL�L�G��. F�L�.�Tti�� r9°. z_xa �',-V � p;r-.;�a�.,;.,.,,;��,;�;,�.. p 5p�cia[mat�r��[s sucf��s absr�r��nts,storm af the sanitary sev+�er agenci��ir�yo�r area. �`''"`=``:=5� •� �-"�':�,� C3� �'�'£��.�ti D���N� .� . ..� _ drair� �alUc�s ar�d seals, sma41 5ump p€�m�s, IlUh�n c€ear�ing sur#ac�s►�vith a hi�h-pr�ssure ar�d vacuum booms�re a�ai(a€�le from many �4� . . . U��c�erstarzd tY�at mabile auto ! v�rasher or �fe�rrt cleariinr# met�ods: vend�rs. For m�r� inform��ion, �l�eck detail�rs s�ould aiir�ert �ash water to �� ���:. a�ditional prec��t�o�7s slx�u[d b� �ak��� to �atafags �cach as N�:�v Pic� 48C�D-4�8-4�4�', - _.. '�.� ., revent fi�e d'ssc�ar e of vflu�ants in�v the �ands�a�ed or di�t areas. Be �v+sare tl�at . -�,. ,�.. P � P v+r,Evw.r�e�p��.com}. L�b�af�ty����IY�8D�- �,..'�-" . storm drain s st�m. T�es� t�r,r� m�t��c�ds of �-r _ �. �oapy w�sh water may damage - ,; � 356-0�83), C&H €8��-.�,�5 99�6�, a�ci !�!V►1. ��ndscaping. 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P � i� � p � +� �ont�minants frarr� r��and�ruc�s ex�aust; � j � Pesticides �nd fe�tilizers fro� �a�ns ��c� g�r�i�ns; �� ( ;� � �'e[I ���r�rs �bvut s�or�n���t�r� pa€fu���n ar�� � ��ii erosion from �ards and l�illsid�s; '�• � � ��G���'��ge �h�m �v help= � �iQ�o�i�a[ cont�minant�f�-am �r�imal v�a���; � � � ..:-, • � �att ��e �t�rrr�1i11aterlC��an1dl���er ��-��ec�ic�n • Li�te�', (e�ves and (av,�n c�i�pirtgs; � � � � ��-,�g��t� �p� � ��ak[�� o� �t��i�'v�m�n'����� • Gantam�nates fram it�egai dum��n�. � ��:�-y, s��� a���rn�t€u�� �Q�'t�� i�v�'t� �nt� �a�`det�. q• ^'�,,,.� -r..w� � �� y' �� �--- �,� --W �_ � `� 1�oEir a€�to �1'eb�i�e�ddresse5: � T�zkc rased t�lafor vil,antif�eer_�,ar�d ather tvxic � y � sal�er��s to coilection cer�ters. U.S.Enviror�tnental Prote�t�on Agency � � Fix oil,radiatar,an�transmissian leaks... don't ti+rL4'4Y,e��.�t�� i�:aue oil siicks to wash aff ir�tI�e rair�. �, �, � a Use biv�e$rada}�le saap whe�� washing cars. Limit U.S.Fish&1�Vildli�'e Seruice i��ater lo reduce c�noff. t�►�>L��.f��rs.��vf � � ' � i � ' . � Gut da«�n on automvbile t�-i�s. Pollutar�ts fram � engi��e exhausts�antain foxic chemicals that may Califamia D�partment vf Fish 8c Game eventuaily end u� in stvrrnwatEr. �F�v.v.df�_c�.�c�� The C�li�'ornia En�irvnmet�ta� Rsvurces EuaIuation s . ,� R _ � System(CFRES} �v�vw.�erei.ca.�a�� L� .�.�� �.... �/►-�,�� . . � .... �'�`e �L�1?�1'Df�C� D�sI'�'i'QI��'t����eT`� Riuerside Caunty Transpartatio�Depar�ment � ' �I'Itf�l S C�i�C��lz1�CS.. and����vy pure, uF�v,v.ca.ri���rsid�.c�.��transltrar�s.�t#m � � � a �.�-; � � �l�crrr �t ater; �'ogether �ve cc��r. �".Y.ys� . . . . ..E �., .... - - ����. rz�a�e a d��'.f�f•erzce! ��or�e�umbers�Addresses: ��� i� U, � � -._. ,, En�iror�merttall-�ea�th �' . {=�q'` ..�.�.:: .. ....�r.ij�� (9{]9}35�-4529 . . - F�c�r�7zore ir�formation an the S�arrrrsvrrlerfCle�rrr��ater Mail'rng A�dreSs: Prvtectiort �'rng�•an�: 4�65 County Circle Dr. cal�: Ri�erside,CA 325D3 County o�'Riverside ��� S���r�3t�c��tf��I�'1����t��i�tt�'r� T��ansporta��on Departmen� . 5�reer Address: s�me as a���� ,�'�•c�t���tir�rr P���;;x•��►rr w�l� help ��09} 955-�88� � �antrol a seriaus proh�em... Trans�ortation De�artmenf t���}�ss-��so : �t�llr��e�l st���'1#��t�ll�G'I•. Fvr infarmation or�disposai of , Hausefrnld lYa�.urdarrs 13raste ��tai]�r��Add�-ess: �ur area da�sn't recei�e a great deal of ��1�' p'a��°�` ��ga rain, but even a szng�e storm can �ar�y Co��nt}+o�R;uers�de R;�erside,CA 925�2 flil, grea�e and other pollutan�s into our De�ar�mezzt oFEr��iranmer�taf He�lth {9�9}358-.�172 Str�ei,�ddress: Sto�'m[�vate�'. These untreated wa�e�-s �law �0$(l Lemon 5treet,$`�F}a�r diT�C��� ta �L1T I'�VEZS, �2��5 3ttd , { . � � .• Ri�erside,CA 925a t groundwate�. These vvaters nQt on.�y '� • # support wi�d�ife... �hey also �erve as our - � - ' � � , - ~ . � resources for s�imming, �'ishing, boating i and our�I�•i�rlcr',r� z��rrtc.=,•. �' � :� � AT 4 Are any pro�erties ��ernpted from this ���j���■ � � 1`�.� 1 �■ • • ass�ssment? �hat vu s�.ou�d kno� Because federal law exerr-tpts a�riculfural .�h�� �r�� ��� d� � prQ�erties from tF�is�ro�ram,assessments are nat ]��ied. U�de�elapedl�acant � Natural and man-made drainage systems cap�ure parcels are als� �xGluded from Everyar�e contri��€#es a �ittle to t}i�pro�l�m. . 6ur, by r�inwater runoff this assessment. warkin�tagether,we can make a�ig difference. T'Ire�roble�tx is. . .they caph�re Pollutants as well. � I�ow �vit1 the `ypur Home maney be �s��� • Use ar�ci d�spase of hausel�pld prpducts carefully_ • Haw is stnrmwater pv�luted? Funds wi�l be Cleaning solutians and salvents often�ontair� When pv]lutants such as motor ail, �5�� �o toxiG elements. antifreexe, deterg�nts, soil erosian, camply with tras� an� Iitter end up in a ���eral guidelines. starrr� drai� system, they The �r�idelines require: + �Nh�n using pollute drinking water. SEbFn�water sampling, inspection of illegai 'n'�����v�$�d E�er� rainwater flawing �i���nage, haxardous material management, P�»�, ciean off rooftQps and ���Feased street swee�ing and �ommunity �FE15I1�5 in a sink. prvperty cttrries infarrnatior�Jparticipation. A portion of the �7an't paur pollutivn dawnstream, funds will a�so be used to pratect a�ainst clean-up wat�r into�ur water resaurces. stormv��ater po�lution �aused tay constru�iion �aw� ��� and vperatiQn of publi� proje�ts, which storrn inctude roads, faciiities and �ridge5 ir� y4ur �irain. • �hy has�his prt�grarri started r�a►v? Federal �;e� l�]ispvse �f oit-bas�r� pr�ducts ar�d salven�s at a �aws now require �oun�ies and citi�s to clean up hazardous waste cvi�eetior�site. stormwat�r r�nvff, so that starmwater is , Haw ean assessment fees be kept t� a cEear��vat�r aniy. minimum. Recyc�e reusabi�materials. � o By doing yvt�r part to �elp ke�p starmwater � ��ha pays for this prugram? ciean,ya�can minimize prvgram costs. The fedefa� go�ernment requires, �ut does �vt �Uur ya�'d fur�d this program. As a result, r�any cities and � Apply pesticides anci fertiiizers�arefully. counties typi�a�iy enact parGel assessmer��s�a5ed ■ Use a t�rovm—nvt a hose-�to c�e�n the sidewatk. ❑r� the size and ty�e of proper�y. M�ni�fpaIities +� Do nat v�er water your lawn and garden. Keep calculate appro�riate fees for their arca. water or�your property. ■ C�ear� up animai ��faste and d�spase af it in tras}� * ��h�� are assessment fe�s caliected? cans. Assessments appear �n annual property tax �ills r�vhict� are maiied in September. In sonie areas, proper�y tax �ilis alsv reflect a separaie scarm�rater runaff fee from the Riverside Cau�ty - Fiaod Control District. This is because loeal agencies (inciuding Riverside f:a�nty, �ities, and th� Fload �antrol Distriet} must ea�h tak� steps t� pratect s�ormwa�er �lowing thraugh their�wr� � starm drain systems. �` � � �-._J �ar a�Edi���n�� i���arm���ar�, p1�c�se vis�r �he �€�E,�tT� � ����,T�Y ��4�d�.RC3N�ENT ir� ��d t��'t��r�d ��tr' he�t�e b �o�lo��t� ��a[i�;vi�g:v��asil��s; }� �1 � � �-h���sit�tpl2 p��-�r�tc�'ic�s.Yt��tr�e�-,�aY�il�d�c�r��igF��tir��►�i(I ap�r�eci��e�heir� S#ate 1hla��r �un[ity R�saurc�� G�n'TrQi �aard � C��Ci���f'�1'�Of'�Ct���S[.if`!"t3�J�tC�I�`t�5. }��'f�i:r�S,'VL'V4'�5:,4�'j'C�.CQT______-_;�,_�__,_�GV/S#Ut'Cfl�v�f'! i C'���X.�t'�1'i1� �-#C�[�S�t-IQL� P�"�'� �-h�dag int����en��irc�r�rr����. T�ey catz be �� r� � �,� ,, V`J� �:€ lave aur �e�s, ��� p�t �vas;e is � �c€rried by�l:es ar��v�}�er��r�s�c�s,+�+€nd�nd �-r�nr! �s �t: � '. � � sub,�e�t �veryor�� 1€k�s {a avoir'. Pe�' ��ta�fi� �IuS�. . .. fl��d,Lcn�a�s�ca.river,i�e.:.�.�rs. , � �eft vt�trai�s,si��i�vt�(���,sts�eet�.attd grassy , .�- �� ;-;,� ��:��.�'� ,�� �reas ar� ���r�edi��'�!y �lushed int� -�l�e F�s�s �nd ofher p�sf insec�s cct:� af�o � ` :: �• n��r�es#�rat�r�sfc�y���er�i�rc�€r�s. ��ren ;�you ir�crease �v�€�n p��h ���sfi� �s C�15 �SP,[� �� C�i!as�r•Tp�.L,�R�E F-![�Tdine num��r�� ,;� ��`- - � 3-80[3�5�1�s-���5�.�o repar�if(e��E �� c:a�t`t 5e� ;�ar��er �t2�€��+v�r� �'he rr�in n�' ��rc�s�'e im4��a�v�'Iy,��.cc��tii��a nl�is�zn��:and ccddi�t� � � ' � ���'fi�r l���H�5 e�ll �}��i- F�T 1�l�ST� and ye�an�T��er•v��;��r f�r di���.s�:-�ra�sr�tsssi�n. stcrm�r•air�dis �s�.�,t'�f'1'ESE�'(3L`t`�VCI75i"�C.'Ci'�' .��� BFiCT�R��4 �NTL� T�� STQRIL+1bR�iN, hf-`�,//:�,�;�:�.��.rire�:�•sirle_ca.usld��rs!�ia�ri/ �., f : : �!�uCan�fi���a�r� . ;� �ri�ere.i��-r�vels�o�a�r n�E�hb�rh��d�r��k ���1`�C�4N_�L�tJ C��? : �' Q � . ' ��l��R��,.,���fls�NTY �`` .;=: or lak� untreat�d. Tnese ❑r��ma� dro�pir�gs • �C�33CjP�p pe E��r�s�fe ar�� �lus� i�d���rr� �4N�h��t�, �HELTEF� �flC�tT�£]R]5: � :� ''tl6 �t�5'� eorttr�in �c.=#��ier��s �'F�n�car� promoi'e 1'F�e ����aifet. c�r��rth �f alaa�, �r� o�r s��re��rns and Ic�l�es_ �E��� ���P ��.� �����-� int� a st�rm �3�YT�f� T�� r i s k o ; S T�l R r� �',I� T E� d;�ai�vr���t�basir�. 16��C��'����FiQbsan;Nav ��7I�TA,�IINkT�QN �i�JC���5�5, if �a�#' '� � A gdyt�^,�,C� 9�2�5 • US� ���carn��imen'�r�ry �A�� �r mu��t , d -,�,� t60T�32I��7857 F�va��e is�f�o����d ��cz�cum�fc��e �r�anim�� �er� `��� �reas ar I�f�' �n s:'d�walks� str•e��s, �rY mi-�-�s o��ered in �isp�n�ers �� focal �� . HEl�hET �rivw�►r�y5 �aher� r�rr��f� ca� carry �hem tc ��r��. � 8�D so�.,tk 5�ndersc� ��� �� � . C�IRRY E7CTR�►8�4�5 wnet��vr��ksn�yo�r i-9�t���t,G� �3�5�5 s�er�se�v�:rs_ �3t39w9��-�025 de� a�d make �hem a�rai�c��le -�u �-l�her ; ���� �� �e�c:�n�rs��v��ar��F,�i��,c�ut. ; � Sorne o� ��e �?������� i�€r��" ��i� � �N��� ��'���t� �rom p�� �.fast� �r� �, c�l�, � ' �E�CFf C�-4�L�R�;� ���r �c �r€�pc�rt�� 45-���l�c�n B«ren ,� � ¢ c�ean��c����r a p��. �����.�-� ����� bc�c��.riam t��-� c��cc:use �iscc�se,ar�d .�ca! 76c�-3�7�-2319 �ufiform__���fieria, €�r�;cE� is spr�r:� fiF�r�uyh ° T�L�. �R��t�lDS ��1� f����!-�BQRS �� �� ��ces.�3c�gs als���rry sc��mor�e�(�t cnd Ia�r rdi�_ ubQti�'�he il�ef f�c�s af nrti�a�t���s�'��r� �I��ks�t�� Dt^,���r�m5�ausir�c�$he.S��ise€zsps mot��e¢��m �'h� e�€��ironm�t��. �nc��.�r�uge ��e�n �� 5,�0 VsEsldc_rr,�ss R�.��nu� �' �lean��p r�f��r pefi5. �civer�sd�.C'e� ��5D4 �� � � � .. . J��?-35�-73�37 �3��1���{��C�VV .e.�a1)ing•ti�e T�Ll��RE��--�€�0-5t�&—�55�cc�r�k�e;�a€�r�cne-��o�r�s�ur�e Ft�R a�i.L. C7T�i�R ��t�A� ��:�`�p�r'���pr~�p��~5#or�cfrufr��ruc�i�es,loc����c��es c�na fim��a�F y�ur nearest H�c�se�r��d ��LL :-5�8-63�-i3�' = .�, �; H���rdau��d�lc�s�e�nllec�i��E���t;n�te�i�e�r��rrc�y af fr�e pr=nfed rtia�eriui�n s�l-orm wa��er .,x. A °"".c a � f.°" >"y• 4.~ . . : `� =� �� `� ' �=� � §�� �� W� �� p��€��-���i pr��e����sri,r�qu�s�c(�ssroam preser:���ior��,ar�ci�re��ra��cycli�g in�arma�i��c�r�d .�sar,:ri�C:�::f`.-y r:E cv':�9�;l1•,c�>,r.�':asri.��_��i t h.:'::;y rf� _n, ..otr'�;!, ., �`` . �...r,,•t��;,..�.r•�rsr•cr„f i� s�s�ci::s"s;r.U.�..x.1S�v. ::;:<�b:-�c'�t:;';. L�fJC1�1�7f?a'�[I�� E3.(��{S�'IC��. - . . ..-s.. �. .; . . , � �� �� �_` _� . ... . - <. � x b �p.� �,� .�:t .. .. �:x �� � e':_ "= . sr.? �i::: ,a �.^�-� :r �'-;. �,":�• t:� .,�.3 Y' g'�:�•• t. 4�.':: V':ti 8:::F -:'? �� � .. x� . 3'�'" .^ �'^y S'.�: �C �e. . 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USE ��SC�R�F�iT plczc�d aro�n�{ ��if�ir�g� �1�a►�y�f�he c�,��rical���unc ir�barns �.�� . -�:,��:�p. iaws ��nt ��ov�r�t pe� �ras�-e �ll�tTER���S su�h as �a-� fi�i'er �`a ��ean- �r�r�ste��er slop�s car� ���`"�:��==:==>;�h� r�qu€r=e c��^�.f�; h�r��lit�g r�nd �rap�r _y.,V�Y::;- � �.....,,r,-',�«."°�... f? � 1 -:�a ;:�`..:�'���",._�.���'•���. y c1�r�n� �v�e of�'l�es� �a��5 u 5 i[��. 5�1l��° lJf' usec� a�s4r��nfi hel� minimix� er�sior� �..�-�. ` >�-�;�,.�,:�.�` dispo���. ���r�u�i�g fl��s�c��miccals `�.. � P� � � ��.�. a , �a,:,.,:� �.wy, ==�D��,�;,:Po�;��=.=°:s ,�� '; sp�ci�ic�lly�•eq�sir�e anyvr�� r�a#eriais�r�d��ccc�i�ir���he�'rnsh. a n d a b s v r 6 � �`�a z.. 8= be ce€��-ain t� fa[1o�=r �'h�se �amr�on :.. . :�:�..�.r.�y , . . .. ] s '-'-...�.,� � 3 , l�l�€0 �`.+Q��tS Ci�1 flCil�'1 \ • p� Y _� �._..`....�-•-� �� s . �;� � �� a J��� � � ����� C3� ��"� fi1 2l� - �{C���� �� �,�tf��`��;_�"i'��� . <�: . ; �� � �` , , _ � . �.., . u�• �'s �v�i I� �� R e t�' . . `�� `.� a�� �-he�r prop�r�ty �� €m�r�o��ng �he ��%Y �.� � y� ..._..,.-�_�.. For�un��e �r�ou �► �4 a�vn r� �vrse ar x -��::�:: ; � � �� .-ri;� . • Bt�y�n(y��f�czt you�eed. �ro.�-�_��:;_�; �rE�r�a bng,shavel, .� a��°c�r�an�� o� �� ,, � �; "�' =,e��d" s'a°�a;� � ¢ _�..� Iive�i-vck. �a�, �c�c, �r�� �Ir�y a par� in -- .�; y.� -� �`� �:� � ..��r sc�o er. An r�ur r�� er �,�:. � ,�.�_ �_��i f � � � E �.f „_„�:1.f,�S.."'f � Y protec-�ir�g ar�d clear�it�g Y p � �• � � _ :� �� ,3 �=� . � t� I .{,.�.y .y. � ,� q n �{q` �-y _�� �-�a ir�a-�s�i����� ���a� oi�s fi�ra a f�rel ��` '.:Y:.� I E A✓.^;..:':'�::>,�".;,� YVCIS�.�.1P.�[ 1.7� 1�Ei �n ��r/�,[./�y. • � € 'F:;.;..:;;::a:':'..'..��' �� 0�1 YV li 1 Cr I '^� g� �1 S 4i�L�1��V�, �=d�i�� '� . ... ��'....9'.� �.:� � �� � ... . .':ro- �. " 9"'^'' :.�' � w b F " � .'��•t�,.�'�..', i�CllfTlLt� �C1i.15'f' �3� �. �„P-�,�..: '�..,.: a ! x�� x��^-=�-, •�`"��.���� , :,� � ���.�:;:.:;:::.e�� S�3f��. �5L' �fi1f'� �I�'�'E4" �"t3 5L�Q�{ U� -�. -. r�saurces. Th� �" �t��_.,� veg��nti�� covers .�i l# ���- �I�e�ne�[� up^�-3m�rtedi��-e€y. �ALL. YC,��1f� �o(I��vir�� ar� � ��°.°��``� n��� pra�ic�e a�im�fs �i�h be��-�r �-rcTc�iar� �'���il ar�d c�ispos�o�i�in a fiig��-ly �._ se�led pla5�ri�t�ac�. LOC�L CQbE E�F�R�El�1ENT Q�FICER �e�� sirt�pi� 8esfi� �'°'�'���y pur�rte�w��'ar i�y�ortdit�ons. � �. tv fir�d ou�' mnre ab��� pe� tuas�'� 11�lartagem�nt Prac�ice� � �� � . ���� ��imols ou#�a� st�ams - D�sir���� • $��re p�s}i4i�es i� a la�k��, d€�y. ����u�c�ti�r��. �Bf�1Ps� spc�ci�€��Ily ��� �� � s�r�ar�t Lro�sir�gs pr�vide �: �a�e, easy ����f-ven�i�a�ed�r��. d�si ��d ��r h�rse � � r�ei-s ar���ly at�e a#-�i��m��y�ix��res v� ❑�rne°s �nd Ic�t��o�jners���� o ���y�or�vrs�s and lives�acl�-�a streart�s. . pro�'e�t �fiored fer�i�izer ar�c� ��bur�an �mzrs'ca �ha�' add �� ��ater +ui���Qrs�s. Fenc;ng er�c�u��aes ��e use o� t�e crassir�g insfeaci of �}�e str�cr��e� -�o �es-�icid�s �r�m rair€ �r�d surf�ce p�flution. L.awr► fertil�zers, rin5� wnt�r • �`��g��yaur r�tanure pr�per�ly. D� r�o�' navigcate stre�ms. T�is �rrill ell��r �a�'er�. -�rom dr�vev�;ay� ar�d ma#'�r• oil �Isa ��are u�pr�tect�d p�les g� mar��€r� ir� v�geta-�iQ►� t� s�rz6ilizz n��turr�� s�ream �omm�nly ��d up in streams at�c! ��kes. pl�tces vsrhere ��r�af� m�zy en�'e� �`�xil �-��3-5�b-���5 �� i�cc��e �vur ��L.�. �-��3-�Q�-�5�� �"�� ���1�E- s�r�ams. an� �r�s�r �Y�e r�ar��are a��ay. b�r�k�ar�d redu�e szdimen��a)�utian. 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