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Parcel Map 35039 Parcel 3 WQMP
Pr�°e�t � ecif�� � � � �t�� Qu���i� �I�na �m�r�t ��ar� Y � F�r: Parc�i (��p No. 3503� Parce� 3 DE1/��t�PMENT NO. P14RCE� 1�11�►,P 1Vt�. 35t�33 PARCE� � � ��VIif� [lE���W �VE Preparec� ft�r; P rc _I Ma�a WQ. 350�,�,,P'ar�cel 3 Sauth Poin�� Devela�ment, Inc. 41�46 Elm Street Suite N Murrieta, CA 92�b2 A�tn: Gavin SermQn Telephone: ��51� 6��-2�?3 Prepared by: Rich Sal�siak RDS and Ass�ciates 305�.9 Ul�ailea Ct Temeeula, Ca 9259Z Te�ephone: {�51� �9�-7�Q� WQMP Preparatio�alRevisiar�Date: February 21,20I� ������������������������;� ����:����������� �a� ����������������.��������-��� �� &������ � �� �`� �`����:������� �,fl�" g� � a � " k , �' a � r�-�vi ra s��n :'s� �»;�� n � . „�--,�c;� �. r ������.4:m 3a �� q,° ,."{ 4°'�s�§ :�°;�z €��� �� ��. e��`e '�� ���,'� � ' � !s �`� ��5 �...ss� C - � s � �% m ���L��� ��%a&.���. ���i+a��. w,� tt�. �<€�4� ���� � {•�� ��.� �,��.- �s�e. �������.%��p�<,,�.� `� �� ��., .��:���,�,:.- �as�,,.w $ y y '�' ����•�.. �� t �g a � � � � `« z�,���s �z ��� �"a �z;�� ;'����{� -*�� �r� ���c �'g'� �� g a� "�g"� '� y��'* �> �'- �¥�`�v- .� �.r, ��� �n� '§ �� ,� ���„+p I i a G���.�.<e�,'a.,3��� 4"�� � €a. Qi�N°,'�s��,€i �..�a�.�,.,� �.�=� ��8.,�.�,.�a. �-a.�,�.t E�_-�����.,*k�::a 4r..�,.���. a.°� �. � � � �.�.� t . a �,�#�� w4 .5�`�:'�� g�=��5 �'�.' 'r� � �«s� t � � � ��. ���5 i'�` `4� � y �- ����s$��.�::& � �.z'�t �.�&� v °".^� �. p 1 .� �5-�§� q��y«. �'� � .�s s p ����a ,. �3, �@�.k�..f���., ��&�a:��i �k.�5.��n 5�#.���.r `� �'s.�- f.&k�.,.�.�.3.���x��:� k =��� m?-£:���.�..�..:¢�.s � �.,� �g .mw'"",s� � , '`��=�� i". ��� .� ,s�"�fr��� ��'����s� . ,.�.,,w......,,.:. , � � ..,�,,a:e.�..e,,.—�€r.. ,,.. „_.--..-,r�.�.,..<�,.,..� �.,�,- . .. , . .,..��.,n,��.a.,a.�«...w,.��.,,�.�,....M.......................«.-� A ,,m ��` �'z'n`'.,.£"���'��_�°�� �3���.� � t i �� �a� 3� g�s � ��� 3 � ��� ����� � � ��� ����� F k� � � � �� �� � � � � � � i ��������� ��� ���� `�'...< w;� � 4 e Wate�Quality Ma�agem�nt Z'�am (�VQ�P) PAR�EL MAP'N(l.35039 I�ARCEL 3 ����'� ����I�I���I�� This project-specific Water Qua�ity Management Plan(�QMP) has been prepared for: Parcel Ma 35039 Parcel 3 by RDS and Associates for the individua� projects known as Parcel N.�ap No. 35039 Parce� 3 �n Temecula, Ca. This WQMP is intended�o comp�y with the requirements of the City of Temecuia, Ca for Pa.rcel Map No. 35039 Parcel 3, which includes the �equirement for the p�eparation and implementation of a project-specific WQMP. The undersigned, w��le owning the property/project described in the prec�ding paxagraph, shall be responsib�e for the in�.plementa�ion of this WQMP and wi�l ensure �hat this WQMP is amended as appropriate to reflect up-to-date conditions on the site. This WQ�VIP wiil be reviewed w�th the faci�ity ope�afior, facility supervisars, employees, tenants, maintenance and service con�aractors, or any other party (or parties) hav�ng responsib�lity for irnp�ementing portions of this WQMP. At least one copy of this VVQMP w�ll be maintained a� the project site oar project office in perpetuity. The undersigned is authorized to certify and �o approve implementation of this WQMP. The undersigned �s aware that implementa�ion of �his WQMP' is enforceable under the City of Temecula Water Qualily Ordinance and San Diego Itegiana� Water Qua�ity Control Board MS-4 pezmi�dated July 14, 2044 (Order No. R9-2012-0016). If the unde�rsigned transfears its interest in the s�bject prope�ty/project, its successor in interest the undersigned shall no�ify th� successor in in�erest af its responsibility to implemen��h�s WQMP. �arce��a Na. 35039 Parcel 3 "�, �he unders�gned, eertify under penalty of law that the provisions of this WQMP have been revie d accepted and that the WQMP wi�l be transferred�to fu�ure successors in�nterest." � � �`� �� O er's igna re Date �- ` mm,�� ��� � - �-�.. ,�.`� Y Owner's Printed Name 4wner's Tit1e/Positinn South Pointe�evelo �en� 4�14d Elm Stree�, Suite H Murrieta CA 92562 Attn: B�l� Parker 95�-696-248� Errart �+�f��-ence source nc�t found. �. CALIFORM1/� ALL�PURP4SE ACKNt�WL��GMENT CIVIL C�DE§ 1189 A notary p�blic or atF�er off€�er completing this certificate verifies anly t�e i�er�tity of the individual who sign�d the document to whicf�this certificate is attached,ar�d r�ot t�e tr�th#ulness,accuracy,or�a�idity of that documer�t. State of Califc�rnia ) Cc�unty of ��1���� - On ,,.... -� �before me, , ���� 7 �ate Nere nsert Name and Titfe of the Officer personally appeared �� ��� � Name(s)o�Signer(s) , whca proved to me on the basi� of sa�isfactory evidence �o be th�e person� whose name(� is/a�e subscribed to the wi�hin instrument and ack�owledged to me that he/�ie/tf�y executed the same in his rftF�ir authorized capacity�i�),an�!that by hi�/�r/t�eir signa�ure�on the instrumen#the person�', or t e enti�y upon behalf ofi which the persc�n� acted, execu#ed the instrument. E certify under PENALTY OF PERJURY under the laws of the State of Galiforr�ia that�he foregoing paragraph is true and correct. ���������� WITNESS an and official seal. C�t�t�i�si 20441 fi� � a ' ry �1iC-C�I��r�l� " � �. 5igna re �3 2�17 Signature of N ary Public Ptace Notary Seal Above C�PTIONAL Thougn this s�ctivn is optior�al, completing this information can deter alteration vf the document or fraudulen�reattachment v�'this form to an unintended document. Descr�pt�o� of Attached Document Title or Type of Document: " . Document Date.� � l�. .�_ __ Number of Pages: Signer(s) Other Than Named Ab e. Capacity�ies} C[aimed by Signer(s) Signer's Name: Si er's Name: ❑Corporate Officer — Title(s): Corporate Officer — Tit�e(s): ❑ Partner — ❑ Limited ❑�eneral ❑ Par�ner -- ❑Limited ❑ eneral ❑ Individual ❑At�orney in Fact ❑ Individual ❑Atto ey ir� F�ct ❑Trustee ❑ Guardiar� vr Conservator ❑T�ustee ❑ ardian or Conservafior ❑Qther: ❑ Other: Signer Is Representing: Signer Is Repres ting; , ..... _ ._ _ < _. ..: . . . . .r ., .. . . _. _ � _. _ _ �. _ -- _ _ - _ _ - _ -- _ - _ �- � � _ _ -:� 02�14 Natinnal Notary Association • ww.Nationa[Notary.nrg � 1�8�0- S NOTARY(1-8p0-8?G�fi827) Item#5907 � . . �- �'ater Qua�ity Manage�nen�Plan (�4�IlZP) Errar! Reference sc�urce�ot found. ��TA����� �����T��E 5���� E�r�r�r; I��fer+�n�e:s�urce na#fovn�, _ _ _ _ _ Water Quality�anage�nent Pian(�'QI��} PAR�EL 1�IAP��0.35039 P�RCEI,� �ont�nts �����a� �a�e I PRi�JEC�'DESCRIPTIf��i �'1 TI ��TE Cx�u�cTERIZAT1:a�v �"� TII PoL�.LTr��Ts o�CoNc��rr � A-S IV H�rDROLo��c C'o�DIr�QNs a�Co�rc�s� A-11 V $EST M ANAGE�ENT PRACT��ES �'"1� V.1 Site Design BMPs �'-`�-� �.2 �a�.u'ce Gontrc�l BMPs A-17 V.3 Tr�ah�en�CQntrol BMPs A-�� V.4 �quivalent Treatmerlt Co�trc�l Aiter�atives A-23 V.S RebiQnally-Based Treai�nent Gont�ol BNIPs �-�� `I� QPERr`1TIt�N AND MATNTENANCE RE��'4NSIBII.,�T�'FOR TR�.r�TMEN�' COI�TTRaL�'3MPS ���� �II F�r`�FD�CT ��26 AP�ENDICES A. Co�vDz�rzc���s o�A�r�Rov��{NiA} B. �ICINTT� M�P, WQMP S�T"E �LAN,MOD�T"ICATICI'��TO EXIST�NG D�VELOP��ENT ARE� EX�-IIBIT,AND R�CEI�°�IIvFG W�T�RS MAP C, SLTTF"PE�RTING DETAIL.RELAT�D TC1 HYDRAULIC COI�DIT�ONS OF CONC�RN(�F APPLICABLE}�N1A) D. EDL�C'ATTONA�MATERIALS E. So�L�REPORT F. TRE�TI�IENT CONTRCIL BMP SI7ING CALCU��TI4NS AND DESTCTN DETAII:S G. .AC'rR�E�ENTS - CCt�'.RS, COVENANT Al�,'D AGR�E�ENT� ANI)IC�R C�THER MECHANI���S �4R ENSLTRING ONGOII��G OPERATION?MAINTENAI�r��,FL�DII��G AND�I�Rl�NS�'ER QF R�QUIRE��IEN�'S FOR THIS PROJE�T-SPECIFIC WQMP H. PH�1,�E 1 E`Iv�'1ROI�I�IENTAL, S�T� �SSESSMEI�'T - SiJMMARI' O� SITE REMEDI�TI�I`7 CUNDU��'�D �ND US� R�s�rxi��'zoNs(�TlA) A-i February 21,20�4 V�'ate�r Qualiir��anage�ent Plan�4'C,��'IP) PARCEL 1�IAP NO.35a39 PARCEL 3 I. 1'r�ject I)escr��tic�n P�roje�t Sit� Address: PM 3�039 Parce) 3 �i�r of T�mecu[a, C.�, 92592 Planning Areaf Community Name/ Development Name: T�mecula, Califarnia �PN Number(s): Rarce� 3 APN �45-08Q-Q�8 Thomas Bros. Map; Page 979 Grid B1 Pro�ect 1Na�ershed. Santa M�rgari�a Su b-w�tershed: M urrieta Cr�ek HSA 2.32 Projec� Si�e Siz�: Parcel 3 APN 94�-Q80-�28 1.75 Acres Gt�oss{ Q.52 A�res Dis�urbed S�a�dard Industria[ Classifeati�n (SIC} Code: N/A� Form�tion of Home �wn��s'AsSociation (HQA) ar Prop�rty Qwrters Associ�tian (PC}A): Y �I N ❑ At�di�ianal Permi�s/Approvals r�quired �or the Proj�� �►GENC�' Permit r�quire�i S�ate �epartmen� of Fish ar�d Game, 1601 S�reamb�d y� �� Altera��an �lgreement S�a�� 1Nat�r Resr�ur�es Con�rol Bo�rd, Clean il�ater Ac� � C] �� �CV1lA) sec�ion 4Q1 tll/a�er Qualit�r Cer�ification U5 Army Corps of En�ineers, �WA section 404 permit �� �� US Fish and l�i'ildli�'e, Enda�gered Species Act sectian 7 y � N�j bio[Qgical opinit�� Qthe1" �p/e�se list in the s�aace 6e%w as required) City of Temecula Grat�ing and Building Rermi� This Projec� Specifac W�t�r Quaiity Mana�eznent Plan includes an individuaily owned, custom single family residentiall�ome p�ojeet on T'arce� 3 of Pareel Map 35039 in �ie� Gi�y of Tenzecu�a,Ri�erside Coun�, CA. The deve�opmen�pres�nt�y exists a� an improv�d but v�cant subdivision o�3 �raded custom resi�ential lots serviced. by an impraved p�iz�ate s�r�et,Via Va�encia. A-1 �ebruary 21,20 I 4 �ater�?uality�an�gement�lan (V��Q:V�P} PARCEL�AP�IO.350�9 P�RCEL 3 Parcel 3 is located o� the nartheast c�rner �f Santiagn Road and Via Val�ncia approximat�Iy a mile east o� Ynez Road ix�the City af Temecula. The property is zonet�L-I., Ic�w den�ity reside��tial. �lp�endix A of thi� Project Specif� �QMP wi��no�includes �nal CQnditions of Approval issued as �art of th� Parce�Ma� 35�39 appro�aI. Appendix B af�lais Praject�pecific�(�M�shal�includes the �allovving infonnatiQn: 1. A V�einit� Map identifying the praject site ant� su�'ounding ��,a.t�ning areas in sufficient d�tai� to al�aw�13e project site to be plotted o��o-Permittee base mapping; and 2. A WQMP Site P1an fo�the project. Th� WQMP Site Pian i�zcluded as part of Appendix B depicts the �ollowing project�'eatures: ■ Location and ide�ltification of a11 stn�ctural B�Fs, including Treatment Cantrol BM�s. ■ Lan�scaped areas. ■ Paved areas and intende�uses (i.�., parking, outdoar urark area, outdQor�i�aterial storage area, sideu�alks,patiQs,tennis cour�s,e�c.}. ■ 1�u�nber and type of structures anti intended uses (i.e., buzldings, tenant spaces, dwellin� units, communit�facil�i�i�s�ueh as pool�, reereati�an f�cilities,tofi la��,etc.). ■ Infrastn�ctur� (i.�., streets, stori�� drains, etc.) that wil� revert to public age��c�� €�wnearship and. �pez�ation. ■ Location of existing and prap€�s�d public ancl private stc�rn� drainage �ac�li�ies (i.e., storn�. d.rains, channe�s,bas�ns, etc.), i�lcluding c�tch basins and other inlets/outlet structures. Existi�lg and proposed d�ainage�facil��ies sl�t�uld b�c�early dz�'�'e�ren�iated. ■ Loc�tion(sj of Receiving Wa�ers tQ which the prQje�t�i�ectly or indirectly disch�.rges. ■ Loca�ion Q�paints ���here onsi�e(or tribut�ry o�site� flaws exi�tl�e property/pro�ect�ite. ■ Proposed drain�ge areas baundaries, inc�udin� tri�ut�ry offsite are�s, for each location where flows exits the prQperty/praject site. E�ch t�i�utary area shou�d be cleariy d�noted. ■ Pre-and past-pro�ect�o�ography- ■ Precise Grading Plans for Pa�rcel 3 is attached to Ap�endix B tc� �rQvide fQ� on site grading d�taiis and�nformat�on. Appendix G of this Projec� Speci�c �QMP shall inc�Ude capi�s of CC�Rs, �o�.�enant and Agreeine��ts, and/or ath�r mechanisms used.to ensure �he on�c�ing aperation, m�in�enance, fia��din�, tran�f�r and i�n�lem����ation of �l�e project-specific i�t�MP rec�uirement� when a�-ailable. Project �3wner: Parc�l Ma� No. 35U39 Parce[ � �Sauth Pain�e �evelopr�ent, Inc. �1,�4�i E[m Str�e� Suite H Murrieta, CA 9�5�2 Attn: Gavin Sermon Tele�hone: (95i} 676-2773 A-2 F�bru�ry 21,�(�l 4 ��'a�er�uality�anagemen�P1an(�'�TQ�P} PAR�EI����F l�fl.35039 P����I.3 �e��c�Chi""1"iiGnt �E� ����IQ�I �. PROJECT DESCR�PT�t?N: T���s P�o,ject �pec��c �ater QualiCy Manage�nent P1an incl�des an inditi�i€�ually owned, custo�n single fainily residential ho���e project on Par�el 3 0�Parcel Map 35039 in the City af Tem�cul�, Riverside�ounty, CA. Tl�e de��e�opment pr�se�atly�xists as an i�nproved but vacant subt�ivisio�l of 3 �raded cus�om resi�lentiai�ots s�rviced b}�an i�nproved private s�ree�,Via Valencia. Parcel 3 i� �ocated on �he nc�r�heast conler of San�ia�o Road and Via �aleneia approximately a n�iie east of �nez Road in the City of TemecUla. Tlae pro�erty is zoned L-1, la�u density resid�ntial. I�UC1�T�4N OF 1�TE� BITILI��NGS relative�o ro`ect boundaries : The prc�pased eustc��n home and �v�improve��nts for�arce�3 are alllimitet�east of Via Valencia and�v�st c�:� the existing gas ease�z�ent with the portioll of Parcel 3 west of Via Valencia being�eft unimproved as �t ex�sts to�ay. The V�QMP Site Plai�.A.ppendix B idenfiifies the builcling footprint, landscape and hardscape areas. pRQP�SED ACTI�'ITIES AT THESE BI.JILDINGS: Th�project sites are zoYYed T�-l. low t��nsity residential and therefore only residen�ial type activities wi�l be allov��ed per the zoning. �p����`�� L4CA'TIONS OF THESE AC'I'IV�T�ES: Tl�ese residen�ial activities are li�ted�o Parcel 3 of Parcel Map 3�039. I.��JCAT�t)I�TS [)� M�TERIAL STORAGE AR�A�: N/A Re��dential U�e LO�ATIONS C�F Lt]AT)��G AND UNLOADING AREAS; NIA Residen�ial LJse ACTIVITY-SPE��F�C �VASTES TO BE GEN�RATED. �s with all r��idential areas�vi�hin the �it� of Te�necu�a, green landscape recyc�able, residential recycla���, and genera� trasl� will be �enera�ed by this project. The waste will be discarded �nto the Cit�'s rec�uired color caded c�ntainers. The containers wiil then be Gollected as with�11 res�dential areas by CRc�R per an existi�zg Ci�y of Temecula co��trac�. A-3 F'€bruary 2 l,�Q 14 �'�'ater C�uai�tv�anage�nent P�an(��'Q1�IF} �'�I�CEL�IAP I�O,35�39 PARCEL 3 II. ��.te �haracterizat�o� �and Use Designation or Zaning: �ow Residen�tia�jL-1 Current Prap�rti�s Us�: Vacan� and Trnproved Proposed Properties Use: �-�. �tesidential AV�I I��I���� t�� S0��S REpOt�: Y � � It�o�e: A .sQils ��epo�•t� is �eq�air�d if in fi�t�a�ton �31V1�'s �t� z.��ilizcc�. A�taeh t�epo��t in A���;�c�ix E. �h��� �. Sl�e A�sessrnen�: Y I� � 1�jote: If p��c�p���e�, �r�tacl�ec� ��et��ec�iati�y3 ��Lrr���rrat�� e������,s��e.st��ictions i�Appenc�ix I� �.•- A-4 February 21,20 I 4 ��t'ater�ualitv Managerr�ent P�an(��'��P) � P�RCE����P��,350��PAT�CEL� Receivin�g Wat�rs ft�r Urban Runt�ff frorn Site �esi nated Benefic�a�Us�s Pro�imit�r to RA.RE �.eceivin� 3i13(d)List � F3enefic�al L�se Waters Im ai�rmen�s MLT1��,AGR,I�D,PR�C,G�t, Not a�ARE water Mumeta Creek Chlorpyri�as, bQ€� a ic�xi.��latel {HSA�.�2, Cap�er,Iran, REC�,REC2,�ARN1,��ILD Y� PP' �' 2.SL) Manganese, 2.4 miles from si�e) ���I'O��ll, pllOSj3�1Drt1S, 7'QXICli MLt�N A�R IND PROC,GWR I��ot a RARE�Tater Te�necula Creek Cl�lo�yrifas, � � > bod a raximatel (HSA 2.51, Copper,Phosphorus, ,R�C�,REC2,'VdARM,�LD Y( PP Y 2.52} Tota l Disso lve d 2.�� ��iles from site) ��lids,Toxici ML�V�AGR I�D,REC 1,REC2, RARE water body Santa Margarita Phosphorus, , � � r�ximatel � 1 S River-Upper Taxicity WA.RM,COI�D,�ILD,RAR.E � Pl� y- • �niles fron�site) po�ti�r��HSA � 2.�2,2.2�) � RARE��rater bc�d Sa��ta Marg�rita E��teracc�ccus,Fecal MLTI�,A�k,I�D,PROG,RECI,REC�, �' WARM>COLD,WILD,R.ARE {�pproxunately 21.47 Ri�er-Lower Coli�or�n, �niles fram�he site) partio��(HSA Phosphon��,Total 2.13,2.12,2.11) Nitro e�� Santa NIarbari�a Eu[rophic REC 1,REC2,EST,Vt�ILD,RARE,MAR,�v1�GR,�PV��� RARE�ater bc��ty Lagc�on(H5A (�ppro�ul�ately Z I.47 III1��S���lll��1�Si��} �.��� RARE�ater�.74c�y Not Listed on ��,�,TAV',RECI,RE�'2�,CUMM,BIOL,WILD,�RE, (aAprox���ately 25.6� � Pacific Ocea�r Re�ior�9 List of �1�R,AQUA,MT�R,SPVw'N,SHELL total�zules fron�tl�e �m�air�n�nts site) A-5 February�l,�4�4 �'t'ater Quality'�ar�agement Plan �'�Q��� PAR�EL lVIAF 1�14,35039 ��RCEL 3 Atfi.�.chment�o SectiQn II. Rece�i�ing V�ate�s Table Recei��ing'W'aters ancl 343(c�)List Impairments Designat�d Be�eficial Uses P�roximity to RARE Hydralo ic Unit Feneficial Use Murri�ta�reek(HS�2.32, Chlorpyrifos,Copper,Irc�xt, MU1�,AGR,IND,PROC,GW Not��ARE 1��ater bc�dy 2.5�) Ma�ig��ese,��trn�en, R,REC2,REC2,�ARM, �approxllnat�ly 2.4��n�les Phos l�arus,Toxicity WILD �'rom sile) Temecula Creek(H�A 2.S l, �h�€�rpyrifos,Capper, IvIt1N,AGR,IND,PR(�C,GVi-' Not a RARE��rater bod� ?.�Z� Phosphorus>Total Dissol��ved R,RECI,REC2,��RM, Ca�proximat��y 2.93 miles SQl�ids,To�saci i�LD frnm site} REC 1 REC RARE water bQdy Santa I�ar�arita River- P�aosphorus,T��ic�ty MUN,AG�t,IN�D, , Upper pc�rtion(HSA 2.2�, 2,VtTARM,COLD,V4�ILU,RA (app�axi�nately�.1� �niles ��1� �E from site) Sant�Margarita River- Enterococ�Us>Feca1 MUI��,AGR,�TD,PROC,REC RARE water bod3� Lo��7�r p�rtion(HSA?.13, Colifon��,Phosp��on�s,Tatal I,REC2,W�,_RM,COLD,WIL (apprn�unate�yr 21.47 inile� 2.1�,2.11} N�tra en D,RARE from the site} Santa Mar�arita Labc�c�n Eui�opiiic RECl,REC2,EST, RARE��;uter body (�SA 2.1]) �VILD,�tARE,MAR,MI��t.,S (approximately 21.47�niles PWN from the site) Pacifc�Gean Not Listed on Region 9 List IND,�IAV,R�Cl,RE�Z,CE� R.ARE���ater body �f I�npainllents MM,BIOL,'t1V1LD,RAR�,M (appraxitT�a�e��25.b� AR,AQLJA,MIGR,SFWN,S tot��l miles fro��1 the site} HELL � A-6 February �1,2014 '�'�'ater(,�ualitv�Ianage�n�nt Plan��Q1��) PARCEL N�����.��039 PAR��L� III. P���uta�ts of �anc�rr� Urban Runo�f Po��utants: Type of Sedimen�l t'Jrc��nic Trash & Oxygen acte�ria O�� Development Turbidity Nu�rients �ompounds Debris Demanding & & Pesticide� N�+�tals (Land Use� �ubst�nc��s Viruses Gr��se Detached Resid�ntial Develapment E E �I E E E E E N F=Expected P�Potential h1=Not Ex�ected (1) A potentia!pollutant if iandscaping ar open area exists on the prr�jscf site {2j A patentiaf poliutant r�the prQject Incfudes uncovered parkitrg areas (3j �pafential pollutan�if land use involves animaf waste (4) Specifically,petroleum hydrz�carbans (5) 5peci�caily,solvenfs (6j Bacteriaf indicatars ar�rautinefy defectsd in pav�ment runo�f A description af Urban Run�fF Pollutants c�f Ccancern �xp�cted per fihe table above: Sediments — Sediments ar� soils or otl�er surFicial materials eroded and �hen transpor�eci ar deposited by the action o�wind, wa�er, ice or gravel. �ediments can increase turbidity, clog fi�h gil[s, reduce spawnin� I�abitat, lower y€�ung aquatic org�nisms surviv�f rat�s, smoth�r bottQm dvve��ing Qrganisms, and suppr�ss aquatic vegeta�ian grov�t�. � Nu�trients � Nutrients �re inQr��nic subs�ances, such as nitragen and phosph�arus. They �om�monly exist in fhe ��rm of mineral salt� fihat are eifher dis�ol��d or �uspen��d in water. Primar� sour�es of nutrients in Urban Runcaf� are f��ti�izers an� eroded soils. �xcessive discharge vf n�atrients tQ wa�er bodies and stream� can cause +�xcessive �quatic algae and p[ant grcawfih. Such exces�ive production, referred to a� cu�tur�[ eutrc�phi�ation, may lead ta ex�essiv� dec�y c�f organi� ma�ter in the vvat�r body, loss a� axygen in the water, rel�ase of t€�xins in sediment, and �he eventual death of �quatic organisms. 4�ganic Campounds -� Pes�icides and PCBs are tQxic organic c�m�ounds that are particularly dangeraus in the aquatic en�vir�nment. Excessive �pp�i�ation of insecticides, herbicides, f�ungicidess and rod�n�iGides, ar app�ication c�fi any of these shor��y �e�ore a storm can result in toxic pesfiicide �hemicals being carried frvm agricu��rara� lands, construction s[tes, parks, gol�courses, an€� residentia� ��wn� to receiving wat�rs. 1�1any �esfiicid� compounds are exfiremely tnxic to aquatic organisms and c�n cause fsh kills. P�Bs �re a similar class of fioxic organic compc��nds. Then can cQnt�minat� starmw�ter thraugh l�akinc� elec�rical transfarmers. PGBs can settle on sedimen�s of recei�irtg vvaters and like pesticide campounds �resent a s�riaus �oxic t�reat tv �quatfc organisms tha� come in contaGt with them. Many other toxic c�rganic compound� can alsa atfect receiving waters. These toxic compoun�s ir�c(ude phenols, gfycol ethers, esters, nitrosamines, and other ni�rogen �c�mpounds. Common sources of these compounds include �nrood preservatives, antifreeze, dry cleaning cnemic�ls, cleansers, and a �rariet}� of othe�chemical products. Like pesticides �nd PC�s fihese other c�r��nic compounds can be lethal fio aqua�ic organisms. A-7 February 21,2014 ��ater Qualitv�anagement�lan�'Q�P) PARCEL�AP�O.35039 I'ARCEL 3 T�ash and Debris — Trash (such as pap�r, plastic, polystyren� �aGking faam, and alurr�inum mat�ri�ls) and �iodegradab�e organi� mat�er (such as leaves, �r��s cuttings, and fQod waste} are genera� waste products on the landscape. The presence of trash and dek��-is may have a si�nificant impact on th� recreationa� value o�water bvdy and aquatic habitat. Excess organic ma�er can ere�te a high biachemical o�cygen demand in a stre�m and thereby lover its wa�er quality. In adc�itinn, in areas v+rhere stagnan� water exists, the presence of�xcess or�anic matter can promQte s�ptic c�nditions resulting in the growtl� ofi undesirable organisms and the release of odc�r��s and hazart�ous c�mpounds such as hydreagen su�fide. (.�xyg�n-Demanding Subs��nces — This category includes bifl�egradable organic material a� well as chemicals tha� react with dissolved oxygen �n �vater to form other �ompounds. Prot�ins carbahydrates and fats are �xamples Qf biodegradable organic comp�unds such as ammonia an� hydre�g�n sulfide are examples of axyc�en-demanding eompvunds. The oxy�en demand of a substance can lead to dep�e�ican of dissolv�d oxygen in a water body and po�sibly the �evelopment of septic cc�nditions. Ra�thogens — Pathogens (bacteri� and viruse�) are ubi�uitous micrc�€�rganisms that th�ive unde� ce�tain envircanmen�a� conditi�ns. Th�ir prQ�iferafiion is �ypi�ally caused by fihe transport of animal or human fecal vvast�s from the watershed. Water, containing excessive b�teria and viruses �an alter the aquatic habitat and crea�e a harm�ul environment for humans and aqu�tic 1ifie. ��sa, the decompv�r�ion of excess organic wa�te causes increased growth of undesirable organisms in tne wate r, Uil and Grease — Oil ar�d grease are characterized as high-�molecular weighf arganic cc�mpounds. Primary sources of oil and grea�e are petroleum hydrocarbon �roduct�, motor prQducts from [eaking v�hicles, esters, ails, fats, waxes, and high molecular-�nreight fatty acids. Intrvduction of these A"�"" pollutants to the water badies �re very �ossib�}r due to fihe wid� us�s and applications af' some o� these praducts in municipal, residentia�, commercial, industrial, and �onstruction areas. E�evated ai1 �nd grease content can decrease the a�sthetic value af the water bod�, as we[I as the water quality. Pes�icides — Pesti�ide� �includin� herbicides} are chemica� compounds commanly used tv cantro[ nuisance growth or prevalence of organisms. Excessi�e or improper appli�ation of a pesticide m�y result in runoff cc�ntain�ng �t�xi� (evels af its active ingredient. Mletals — Tl�e primary source of ine�a[ po�lution in Urban Runoff is typi�ally commercially available metals and metal prQducts. Me�als of conc�rn include cadmium, chrvmium, copper, lead, mercury, and zinc. Lean and chromium have been used as corro�ion inhibifar� in primer coatings and coaling tower systems. �lletals are a�so raw mat�rial compon�nts in non-meta[ producfs such as fue�s, adh�sives, paints, and other c�a�ings. At �Qw cQnc�ntrations na�urally occurring in soil, metals may not be taxic. Nowever, �# higher ct�ncen�ratians, cer�ain metals car� be toxic �o aquat[c 1i�e. Human� can be impac�ed from cantamina�ed grc�und�vater resources, and biaaccumulatian o� metals in fis� and shel�fish. Environmental concerns, regardinc� the potential for r�lease a� mefial� tr� the environment, have alrea�y led #v restricted m�tal usa�� in cer�ain applicatians. A-8 February 21,2014 �'ater Q�alirv�anagemen�Plan (�'t�I�P) PA�CEL MA�N�,35�39 I�ARCEL� Attael�l�ent to S�ctioi�III. Ite��a#�. Addresset����SectiQ�l�I,Receivin�'Ul�aters Table. It��n#2. Addressed iz�Secti��l CI, Receiving"V4raters Table. Ite�n#3. `P��rking Lots'will be lised�s the poiiutant cate�oryT for t�is Vi�QMP. As�uch,tl�e poll��t�nts ass�ciated ���itla parkuig lots ar��zsted below. �� � ���� �� ������� � , , ,, .::. .� .'::.... ....; � : �� a �...: ,..�. .... , .. ._,. .. . �.. ���� � ..... , � .�, �.., ...,�x . . � _ ,_.. ... ... ,�._�NiA NIA Nl� ��lA Pollut�nt� of�oncern: �urrieta Creek is lis��d on the 20�0 C`a�i�'Qrnia 3�3�dj List of Water Quality Limited Segments as being impaired �y �hlo rifo� Co er Iro�� Man ane�e Nitro�en Phos horus and Toxici . As �u�h, tl�ese pallutants are���e PQl�utants of�a��cern for th�s project. �e ac �Pollutants: •.e.� N!A A-9 February 2�,2014 ��a�er Quality�anagement Plan(�4'C���) �ARCE�..,M�P NO,35039 PARCEL 3 ��. I-� drolo�ic �ond�tlons af ���cerr� Y Impacts ta the hydrQlogic regime resulting fram the I�rojects individua�ly n�ay include irlcreased runoff vc�lume and velacity; reduc�d infiltratiol�; incr�ased flow frequency, duration, and peaks; faster tline to reaeh peak flow; and wat�r quality de�r�datio��. Under eerta�n circumstances, changes could aiso result in the r�duct�on �n tlle arnt�ul�t of a��ailable sediinent for tr�nspo�-t; stoz�m �Iows eauld. fill �his sediment-carryin� capac�ty by eroding the dc�wnstream chann�l. These chan�es have th� poten�ial ta pennanently impaet downstrea��1 cl1annels and habitat int�gnty. A ch�ge to the hyd�'calogie �egime of a Proje�� s site would be cons�dered a hydrologic cQnditic�n�f conc�rn if�e ci�an�e��u�d have a significant i��1pact on down�tream erosion compared to th�p�'e- develQ�rnent eor�ditian or have si���cant impacts fln stream habitat, aione or as p�'t of a cumulati�=e impac� from develo�m�nt in th�watershed. This projeet-s��cific Wt�MP is not re uired to addxess the issue of H�drologic eondi�ions of CQncern beeause CondiYi�n B app]�es in t�at the project di�turbs Iess than l acre: ■ Cc�ndition A: Runoff fro�n the Projec� is discharged directly fio a publicly-owned, operated and maint�i�i�d h�I54; t�1e discharge is in full campliance uritla CQ-Permi�tee �equirements �or connections and discharg�s Co the M54 (includin�both c�uality and c�uantity requir�Y�le��ts); tl�� discharge��vould nat significantly i�npact s��am habitat in proximate Receiving �Vat�r�; ancl.the dischar�;e is authorized by the Ca-�Permit�ee. ■ Con�litiun B: The individual projects disturb less than 1 acre. The dish�rbecl area calculation should incl�.�de a11 disturbances associated v,�ith�arger plans of develo�ment. ■ Condition C: The praject's z-unoff flow ra.te, vo�ume, �relocity and du�atian for the post�develap�nent conditia� do not exceed the prc-development condition far the �-year, 24-hour and 10-�ear 24-hour � �ainfa�l events. This condition can be acl�ieved by rnini�nizin� imperv�ous area on a s�te and. incorparating ot��er si�e-design concepts that miznic pre-develQpment conditaoi�s. Th�s condition must be subs�antiated by hydrolo�ic�nodeling�z1ethod�ac�e�tab�e to tne�ca-Per�n��tee. '�`his Project mee�s�he follawing conditian: Condi�ion B. Pareei 3 dis�url�s less�han 1 acre as part a�it's de�Telapment. Ther�fore, supporting engineering studies, caiculations, and reports are not �required to be included iu�Appendi�c C. Tabie is�/A 2 year-�24 hca�ar 10 year—24 ha�ar Precondition Post-cc�ntiition Precandition Post-cond�tian Discharge(cfs) Velocity(fps} Volume(cubic�eet) Durafitiot� {mir�utes) A-1 0 February 21,201� �'at�r�u�ality�anagement F�an {�'�'Qi�I�} PA�t�EL 1VIAP N�.35a39 PARCEL 3 Attachment to Sectit�n N. �`a1�le is N�A f z � � � ��� r � ' x , , � �� , � � , , . , ���_ :�; . , < r - �� r ��" � ���'�"������� `��r� ��" � ��� �� �� � f 9 , \ Z a . , �i�' ...,- ,,, r �-.�..,r ,.,,r � s / � t /� '�h�� �'.��� � /3 � ..�,�.�� t �"��� \ '�i � � ��'� � � ����'�, � A fi�. / v i / i � Y < < ' .......,..:,. .,�-, ..,.. r�,„.,r�.�.-. "...': ,. : .,:��� ., .t.. / � {CfS� VeloCity (ft/se�) �ol��ne{acre- feet) ]�ura�i€�n (miu�ates) � A-�1 February 2 l,201� �at�r Qu�lity�anagement P�an ����P) PARCEL'�[AP��3.�5039 PARCE�;3 �. Be�t Ma�agern�nt P°ract�ces �.1 SITE DESI�N$MPS Th�s Site Specific Water Quali�y Manageinent Plan is intended �o aecommodate a custom si�gie fa��li�y residential hoine prQjeet on Parcel 3 of Parcel N�ap ��039 in the�'ity of Temecula,R�verside Cou�lty, GA. The site presently exists as a previously graded lot within an irnproved but�tacant sub�i��isioz�o�3 graded custo�n resitlential lots service€�by an iznproved pri�atc street,Via Valencia. Parcel3 is �ocated on the northeast corner of Santiago Road and Via ��lencia appro��n�a�ely a mile east of Ynez Roac�in the Gity of T�lnecula. The prop�riy is zoned L-1, low density�'esidential. This WC�MP propt�ses to ���itigate t�ae project with an infiltratit�n basin type stzuc�ural treat�nen� BN�P. PriQr t� entering �he infi�tratit�n basin, drainage flows ��ill a�so be filtered by landscaped. s�.�vales that are �art of�he praject's si�e �andscaping. BMP The�nfi��ration Basin will be located a�the northeast corner t��S�ntia�;o RQad and V�a Valencia bet��en Via Va�encia, the proposed Parcel 3 dri�reway, and the top of slop� adjacent t€� Santiago Road. The infiltration b�si�1 is designed to treat t��e BMP Desi�� Storag�Volume �enerated by the project. The B1VIP D�si�n Storage Volumes wi�I be pre-treated by flowing through landscaped swales prior to ellteri��g the infiltratian b�s�n via landscape drains. Ex�ess flQ��s will be disc�iar�ed through a cobble swale and ��to �ia Vale��cia and as it currently does. �ia Va�en�ia then drains inta the natura� cha��ne1 along the sauth side of Sa��tiaga Road. T�1e propos�d BN�P wi�l be maintained �y the properfiy owne:r af Parcei 3. In adtlition varit�us app�'opr�ate non-structural BMP's�uil�be identified and required as part of this�C.�MP. �n addition t€� the infiltratian bas�n BMP's, fihe �o�lowin� site design cancepts have been incorporated to achie���the fo�lowing: 1) Urban Runoff has been ��inimized by elimi�aating co���rete side��alks adjacen� to tlie private �t�eet. 2) project s�npe landscapxn�uTill be enl�anceci�uith�dditional plantings and regular maintenance to reduc� sed�mentatio��. 3) Prc�ject landscaping will ��corparate la��n and ���amen�l plantings th�t wi�1 pre-filter n�nof� priar t€�d�scharging infio the infi�tratiQn BMP's. 4) All a�reas �re desi�ned ta t�ischarge throug� an infi�tration basin B11�P and thereby mini�nize di�ectly co��nected impe�-vious are�s�DCI�s). A-12 Febn�ary 2�, 20�4 '�ater�ualit��1l�Ianagemen�Plan{���P) Pt�RCEL i'VIAP�I�.35�39 P�R�EL 3 Table l. site I�esign BM�'� Included D�sign Techn�que 5peci�'ic BM(� Yes No fVIA Concept Maximize t�e permeable area �See�ection 4.5.1 af the � � � UVC�MP}. EncQrpQrat� landscaped b��fer areas between sidewalks � � � and str�ets. ;; Maximize canopy interception and water cc�nservatio� �y � preserving existing native tre�s and shrubs, and plantinc� � � � � �1�n����� additional native ar�rou�ht toferant�re�s and large � shrubs. U � Urb�n Us� nafiural drainage sys�ems. ❑ ❑ � �� 1111here soils condi�i�ns are suitable, use perForated pip� 4 Runo�f or grave) filtration pits for Icaw flow infiltrati�n. � ❑ ❑ °� Construct onsite pondin� areas or retention facili�ies to � increase apportur�ities for infltration consistent with ❑ � ❑ vec#or control objectives. Other comparable ar�d equally effective site design caneepts as approued by the G�-Permittee {Note: � � � Additiar�a[ narrative required to d�s�ribe BMP and how if addr�sse��ite Desi�n conce t). �Q����' Technique Specific BMP Yes �la N/A Gr�n cept Maximize�he �ermeabl�area (5ee Section 4.5.1 of � � � the V1IC��IIP). Construct wal�ways, �rails, patios, overfl�w pa�rkin� N iats, alleys, driveways, low-traffic street�and other lovv � -traffic�reas with open jc�in�ed paving materials or ❑ � ❑ � ������Z� perme�ble surfac�:s, such as pervious concrete, � pnrous asphalt, unit pavers, and�ranu[ar materials. t� � Canstruct sfireets, sidew�lks and parking [ot aisles to � lrr�p�rvioc�s t,ri �he minimum wid�h�necessa�r, provided that public � � � �� safety and a walk able environment for pedestrians are 4 Fpo���-��� r�ot compromised. � � Reduce v�idth� of street v�here r�ff-streefi p�rking is av�il�ble. � ❑ � Minimize the use af impervious surfiaces, such as � � � decorative concrete, in the I�ndscape de�ign, M Other com�arab�e and equally�ffective site design � � concepts as approved by the Co-Permitt�e �Not�: � ,�y � Cot�se�'ve Ad�iticanal narrative required describir�g BMP and how � � � � � o it addr�sses�ite Design �or�ce t}. t„y N�t u r a! Conserv� natura l ar�as�See 1 l V Q M P Sec tion 4.5.1). ❑ ❑ � A-�3 Febn�ary�1, 2U 14 '�ater(�ua�it�r�an�t�;ement PIan (��'V�P) ��RCEL�VIAP�C).35Q3g PARCEZ:3 Maximize car�capy interception and vvater cc�nserv�ti�n by pres�rving existing native trees and shrubs, �nd � � � p[ar�ting addi#iQnal n�tive�r drought ta[erant tre�s and large shrubs. Use natural drainage systems. ❑ ❑ � C?ther compar�bl� and equally effective site design c�ncepts as approved by tk�e Co-Permittee(Note: � � � Additional �arr�tive required describir�g BMP and hov�r i#addre�s�s Site Desigr�concep�}. Design T�chnique Speci�ic BMP Yes No N!A Gonce � �it�imize ��5�dential and commerci�l sites must be designed to �ca�ttair� and infiltrat� rc�of runoff, or direct roof runaff to � ❑ ❑ ve etative swales or buffer areas, where feasible. Di�'ectly Wher�landscaping is propased, drain irr�pervious sidewalks, w�f�ways, trails, and patias into adjacent � ❑ ❑ �or�nectet� Iandseaping. Increase the use caf'vegetated drainage swale5 in lieu � � � lt�petvious of ur�derground piping or irnpenria�sly�ined s�ales. Rural swale system: street sheet�lows to veg�ta�e€� swale or gravel shoulder, curbs�t streef carrters, ❑ ❑ � A���� culverts ur�der driveways and street crossings. � � Urban cur�lswale system: s�reet�IQpes t�curb; � �D����� periodic sv�ale inlets drairr to vegeta�ed swalelb�cafilf�r, � ❑ � � o Dual�rainage system: First flush captured in street � catch basins and discharged�o adjacent v�egetated � � � � swale�r gravel shaulder, high fl�ws connect directly to `� M�4s. p Design drivev�ays with �hared access, �ar�d (single c� lar�e at street�or wh�ef strips �paving only under tires}; � � � � or, drain in�o landseaping prior to discharging to the It�54. Uncovered temparary or guest parkir�g on private r�sider�tial lots m�y be paved with a permeab[e � � � surFace, or designed to dr�in into landscapin� priar to � disc�arging to fhe MS4. V1lhere I�ndscaping is propased in parking areas, � � � incorporate la�dscape areas inta th�drainage design. Overflow parki�tg �parking sta[fs provided in excess of �h� Co-Permittee's minimum p�r�cing requiremer�ts} ❑ ❑ � ma be canstructed with permeable paving. A-�4 Febar`t�ary 21, 2014 V�ate�(�ua�ify Management Plan ('��?�'�P) PARCEI��IAP�(�.3503�FAR��I.� Qther comparable and equally effective design concepts as ap�roved by the Co-Permittee (No�e: � � � Additi4nal narrative t'equire� describing BMP ant� haw i�addresses Site De�ign concepf}. 1�r�n-c�t��licabte S'ite Desi�n�11�Ps: The �roject is a c�aston� residential ho�n� and tl�e�-efor� BMP's re�atin� ta cQmn�erciaUinclustrial site �eatu�'es are not ap�lieable. �.2 SOLTRCE�ONTROL�►I�I�S Tabl�2.Source C�ntro�BMPs Ch�ck�ne ff not applic�bl�,state B�P Name In�luded Not brief reason A licabie ���-������a����������G���r������ Ed�cation far Prnpe�ty Owr�ers,4perat�rs,Tenants,Occ�pa�ts, � � �r Empl�yees � Ac�ivity Res�rictions R�s�d�n�ial Prajec� �rrigatian System ar�c�Landscape Mainter�ar�ce � Cammon Ar�a L�t�er Gontr�l � � Stree�Swee�int�Private Streets ar�d Par�Cing La#s � � Drainage Faci�ity Inspectior�and�lair�ter�ance � � ������������`����r�������� ' `'� f�S4 Ster�ciling ar�d Signage � ❑ Landscape and Ir�igation Sys�em Desigr� � ❑ Pr�tect Slo�es and C�anr��[s Provide Commur�ity Car Wash Racks ❑ � Resid�n�ial Pr�j�c� Pro�erly D�sign: � Fueling Areas �] � Resicfential Pr�ject Airll�Vat�r Supply Area Qrainagc ❑ � Residerttial Project Tras�t Stora�e Areas ❑ � Residential Praject Loading docks ❑ � Residentia[Prc�ject Mair�ten�nce Bays ❑ Resi�ential Prnject Vehicle and Eq�ipment tl�ash Areas ❑ � Reside�tial Project Oufidoor Material Storage Areas ❑ � Residential Project {�utdoor WQrk Areas nr Pr�c�ssir�g Ar��s ❑ � R�sidential Prajec� f'rovi�e V�ash�ICater Gon�rols fcrr��od Pre�aratian Areas ❑ � ReSidentia3 Proj�ct This �Q11�IP proposes to mi�i�ate the project �vi�h an Infiltration Bas�x� BIi�]P as a strueturai tr�atm�nt BMF. A-�5 February�], 201� �Vatex�u�li�y I�anagement Pl�n (WQ�1�} P�RCEI.E�AF hTt�.35039�°A�CEL 3 The Infiltratio��B�si��wil�be located at the nort.heast carner af Santiago Road and Via�Tale��cia bet�een Via Valencia, tl�e proposed Parcel 3 dri�eu�Jay, and the t4p of s1Q�e adjacent to Santiagc� Road. Th� infi�tra�ion b�sin is design�d to�reat the I�N�P Design Storage Volu�l�e generated by t�1e project. The BMP Design Stc�ra�e Volumes wi11 b� �re-C�ea�ed l�y flQwi�ag th�-ough landscaped swales prior �a enterin� tl�e in��tratic�n basin via �andscape drains. Excess flo�Fs wi�l be di�eharged t��rou�h a cabb�e s��vale and inta Via Valencia a�3d as it currently does. Via Valencia �hen drains intfl the natuaral chann�l alvng the south side of Santia�o Road. The p�opase�l BMP �ill be maintained by the prc�perty owner c�f Parcei 3. In addition various apprc�p�iate nc��1-s�ruetural BMP's will be id�n�ified and required�s part of�a:is V�QMP. In additian to th� infiltratioz� basin BMP's, the fallowing site design coT�cepts have b��n inco�parated to a�hieve�he fo�lc�wing: 1) Urban Runt��f has been minimized �y eli�ni�lati�lg concrete sidewalk� adj�cent ta t��� private street. 2) Praject slope landscaping��i��be en�annc�d with additional pl��tings and re�ular�nainte��ance to reduce se�imentation. 3) Project landscaping��vill incor�Qrat� laum and on�arnen�al plantings t��at wil�pre-fi�ter nu�off priQr to di�chargiil�intr�the inf��tratior�BN�P's. 4) AlI areas ar� designed to discharge through an in��trati�n basin BMP and thereby ininimize di�ectly col1n�et�d impervic�us areas(L�CI.�.$). App�ndix D includes capies of tlle �ducational lnateria�s tl�at vviil be used in implenl�nt.ing this project- specific WQMP. A-I 6 Febru�ry 21, �OI4 �ater Qualit�r��nag�ment Plan (�Q�VIP) PARCEL�VIAP'�IQ.3503�PAR��L 3 Attach���er1t to Section V.2 , V ����� �� , � �������� , �� � �`������� , , � , , r r Y , , � �- � � , , � �� ; , , ������� �� ; , , � ;: ,. � � �, ���.._.. �,... ,....���� _. ,...� �.. __�. . ..... t � , Education Pravid�d at t�ccupancy Home����nerslHOA Acti�rity Res�rictiQns I3�ily N/A Residential Pr�ject Landscape Mainten�l�e Bi-�°�ekly Pra�erty Ow�lers Litter Controi I�aily Propert�'OL'�r11eCS Parkin�L�ttStree!Sweeping Mc�ntllly HOA Dr�inage Inspe��ia��and Ivlo�thiy Prnperty Q��ners Maintenance : , ; , > �� . , � , , . ; , , ���� ��� � � �� : �..m ... Ste�iczlin�an� Si�na�e Bi-a��ua�l�y H�A IrrigatiQn Syste�n Maintenance Same as landscape mai�ltenance Propert�Q��v�ners ��opes�nd Chann�ls Same as lal�dscape�naintenance Property Ownes-s T'rash Stora�e Areas Daily Pro�erty C)�ri�ers � A-1� February 21, 2�14 �a�er(�ua�ity Manageme�t Plan����P� PAR��L NI�P N�.3�039�'ARCEL 3 ENIPI�4YEE EI�UCATION L�G Table is NlA � � � � ��� , � � , � � � � � : T � � � � � � � � , , , � , ���� , , � ��:. , � � , , A-I 8 February 2�, 2U 14 �'��a�er�uaiity�anagement Pian�(���� PARCEL MAP�4.35039 PARCEL�3 V.3 TREATMENT CONTROL B�P'S This �i�e Specific Water Qua�ity Management Fla�� is int�nded ta acco�n�nodate a custc���� sin��e family residentia�hon�e project Qn Parcel 3 of Pa�rce� NIa� 35039 �n the City of T�mecu�a, Riverside CQunty, �A. The site present�y �xists as � previc�us�y grad�d lot witlain an impro��ed but �T�cant subdivisio�� o�3 graded eustom r�siden�ial IQts serviced by an iln�roved private s�e�t, �ia Valen�ia. Pa�-cel � is locaCed on the na�theas� c�rne� �f Santia�o Raad and Via. Va�encia app�ax�r��tel� a mile eas� of Yne�Rvad in t��e Ci�y flf Te���ccu�a. The property�s zone� L-1, Iow density residentia�. This �QMP proposes �o �nitigate the �roject with an infi�tration basin type structural treatment�NIl'. Prio�to enterii�g the infil�rataon basin, drainage flows w�ll also be filt�red by la���scaped swal�� that ar� part of the projects landscape ar�as. Deszgn sum���aries for the basin is as follows: « T�� re�uired starage volu�l�es f€�r wa�er�uality treat�nent(�IBMP) ��r the infiltration�asins were det�z�mined using the BMP Design Voll�n�e spreadsheet�nr the Santa Margarita Watershed from the Riverside�ou��ty Design Ha��dbo€�k for Lc�w Impact D�velopY�nent Best Mana�emen�Practices. � The Infiltra�i�n Basin u�as designed �o a��inimu�n de�ath c�f 1.5' � The I�����ratian Basin requires 1.0' freeboaxd. • The Inf l�'ation Basin�ias 0.�' available�'or BI�P storage. V��,��=S�b �F Bas�n BofitQ�n 5urface Area=53f SF 566�FI53� SF= 1.I Ft. There�ore 268 CF can be accommoda�ed in basin and an additiQnal�98 CF of storag�v��ill be required. Additianal s�o�age��rill be parovided��itl��n an a�gr�gate resen�Toir Applying�40°/a�joid rati�in ag�regate results in 298 CF x �.40f53� SF=a.8 Ft depth af aggre�a�e base Tiine tQ Drawdovan (Maximum Dra�down Time 72 Krs) I�Zfiltration Rate= 10"/Hr Factar Qf Safety=3 Dra���ov�n�rate= Qaa=(�66 SF x �a"/Hr x I Ft/17"�/3 = 157 CF/Hr Drau�do�vn Time=���g1�a�=566 CFlI57 CF/Hr=3.0 H�'s Th� infil.�ation basin will be rnaintai��ed by th� Parcel 3 property ov��ner. �n additian varic�us appropriate ��an- struc�ural BMP's will be identi��d and req�,iired as part o�'this�QMP. Drainage f'ro�n �l�is siCe �>il� continue to drain sout��erly to Santiago Road and w�sterly to Ynez Road an� �ov�m strea�n into the east of Nlurrieta Creek throu�Ia a series of open cha�anels. In addition to the infiltration bas�n BMP's, the �o�lowi�lg si�e d.��ign conce��s have been incor�t�ra��d to achieve th�fc�llou�i��g: A-19 Febzu�.ry 21,�01� �'Vater Quali�v�anagement Pi�n(��6'Q1VIP) PARC�EL MAP N�.35439 PARCEL 3 �) Urban Runoff has b�en�ninimized by eliz�lil�ati��g cancr�te sideu�alks adj acent to ���private �tr�et. �} Project slo�e Iandscapi��� wiTl be �nhanced �uith �dditional plantings a�Id re�uiar ���aintenance to redu�e se�3in�enta�i€�n. 3) ProjecC landscaping wiil incorporate �awn and ornamental plantings �hat u�ill pre-filt�r ru��off�rior ta discharging i��to�l�e in£iltra�ion BMP's. 4) All areas are desi�ned to disch�-ge thrt�ugh an infiltrat.ic�n basin BMP a�1d thereby mzni�nize direcfil� eoY�nected impervic�us areas(D�IAs). It�aia�t����ce F�c��r�m a►f I��il�r���an �3asi� Syste� by �'re�per�tt� �wn��~ �ns ection and i'Vlaintenance Pro ram and?Vlaintenance Activi iNFILTRAT��N BASIN� SCHEDULE T1�ISPECTIQN AND h�ATNTENANCE ACTTVITY >� ���.n���e�et��i�� a���e�e�. ��e�f�'�r�i���e�r�, ��es�i��d��a��h��°bi�i��s���i���i����r�nu�u��� ��v����d������r�����d c�n'�cc��a�-ib�t�t����e� �v�l��ti��, �����r�pri�te�a�����a��nt��1������s �n+���a���Pi'1��n�t�t�c�s are us��, s�c��r�da�c�s �����s�Z't�����d��.�f��ch��r�aj�c�t�����sed, +� Pr����������1��;.�����+ed in�c��;r���a���v��h t��i�������ng,�����i�l����������n�c� ����ic�����,t�a�������nnd in��a����,��ct��d't� : �c������. .�` � �'�rt�����r���������t��a���i�d wi�l��� ]� ` ��s bef���e����e�,�r d���ng����rai�s���an, ����i�g in������.��s�b�fc��re�z�n�a����t�r�����c��� � ������d�b�-i����i����fr�� t�e��ti��b���� t� ���f����u��n��r�i�f�������t�. m�i��������i�������p���e������tic�. � ��e�k f��+���i�i�������������p��r as n�����. : ��d�e�s c�dc�r, ���c�s,a�d���r������s��� ��s��i������t�s��g��nt c�r st�d����.��r i���� b��in�c��c��.�'��r�s�ht�����nc��c�n�����n pc�n��r����at��. • �`�����c�����s����nd��c�i�n�����d���r����n�e ���in'1�����r a�'�����d. ��e�n fore������e��ed. • �������te��d������s�vhe�e���c�e�. �'i�����n�.����en���,���a.ped�r��s. ���c��� ' �������gs fr��������p�a��.��te����a�ti�y��ies� �• �������'����d�b�� _ • _ ��spection af hydraulic and stru�tural facilitie�. Examine the inlet for blockage,theembankYnent and spi��way int�grity, as v�ell as damage Co any Annua�ly. If passible, sch�dul�these insp�ctions stnactu.ral element. v�jithi�� 72 haurs after a si�ni�cant rair�fall. • Check for erosian, slu�nping and o��ergrov��h. Repair as needed. • Cheek basin depth for sediment bi�il�up and. reduced ta�al capacity. Scrap�botto�n as needed ant�remove sediment. Restore ta ori �nal A�20 February 21,201� Vt'at�r Qualit�.?�Ianagement Plan (4�4'QMT�� __ _- ,,,...., F'�R�EL MAP NO,�50�9 P��CEL 3 ero�s-section and infiltration ra��. Replant basi�� veget�ti€�n. • ��rify�he ba�in bo�om is allowing ac�eptable i�����ra�ia��. Use a disc ar a�her me�hod t€� a�rate basin bot�o�n c�n1y if there is aetu�� sig�ificant�oss Qf infiltrative capaci�y,rath�r than an a rautine basis i. No��ater should be pre�e��t 7?hours after a�� evellt.No�ong term stan�ing water should be present at a11. Nc� algae fonllation shauld be visible. Correc� rablem as ne�ded. A-21 Febru�.ry 21,2�14 N �" � � � a �V i�' � 'a �.,..� m �''-. � �� � 'T � .� � � ❑ � ❑ � ❑ � ❑ � � � � � � � � � [� � o � o �ai � �, � w.. Q � � �� nn� � � � � ^ ,� � Q ,..� � � ,� t�"tf h� � � � ....J .J �� � � � _ � � ,.� ❑ �., ❑ _ ❑ -� ❑ -� ❑ � ❑ ❑ ❑ � � ° aa`u N o C'Y� _� � `" � � � � �� y� ��� d! J � J � -J ❑ �L ❑ ^� ❑ "J ❑ � � """1 � -J � � � C �� N �.... � Q3 'O '�f Q .� � � � � � � _ � � � _ � _ � _ � _ � _ ❑ � ❑ S ❑ !43 �� �" I,L a d' � � m � � � � c�a � � ao � _ � _ ❑ � ❑ � ❑ � ❑ � ❑ � ❑ � ❑ _ ❑ � v° � � � _� � �, � � � � � ,,,,, � C O�,,,� F, � � fj u� � � ""�. � EE' � �w � � a�S G� � � � _ � � � _ _ � o� �; � _ � _ _ :�� � � � � t � � � — � a � O � � t3 ~ C�i •,.. � Q� 4 � � � � � � � p � ❑ � ❑ � ❑ � ❑ � CI � ❑ � � � m A � � � °� � � � � U � u.`✓Q, _ ❑ -� ❑ _ ❑ -� ❑ --' ❑ � ❑ s ❑ � C7 = ❑ � � � � �� N c� > � � � � � � � � � �`` L ,� 3 , � � � a� c ❑ .� ❑ ❑ � ❑ ❑ ❑ � z � � � �, z z � z z � z � z z o � � � o.. p .� p � ❑ ,� ❑ � ❑ � ❑ � ..,, � � � � � � o } � � � � � � � � � � � � � o � = ca o� � •�;, v � � � `� '� � � � � � � t0 � � � �3 � � L � t� L11 � t!� Z C) F- C7 m � Li.. � V�'ater�ualit�?�anagernent Plan��MP) �'ARCEL 1�A��C�.350�9 PAR�EL� Ab�reviations: L:L�w�emaval effici�rtcy Hl�:Hig�o�m�d`[um remaval effi�ier�cy U: l�nkna�un remova[efficiency N otes: �1) Peri�dic petformartce assessm�nt and updatir�g af t�e g�i�anc��rovided by this table may be nece�sary, (�� Project applicants sho�ald base BMP�esi�ns an the River�i�e Coun#y Stormwater Qua(ity B�st Managemer�t P�actice Design Har�dbc�o�. However, �roject appli�ants may also wish to refer�rt�� t�� Gali#�rr�ia St�rm�rater BMP Har�dboo�C — N�vu Developmen� an� Redevelopm�nt (www.cabmpl�ar�db�o�Cs.c�m}, Tl�� �iandbook contains a�diti�nai �nfarmatian on Bf�P op�rati�n and mairtt�n�nce. €3} lnc[t�des grass sw�les,grass strips,wet�a�d vegetatio�t swale�,at�d�i�reter�tion. (4� lnclud�s extended/dry deter�tion �aasi�ts wi�l� grass lining and exter�dedldry �e�er�ti�n basi�ts v�ith imper�ious I[n[r�g. Effectiv�n�ss based�por�minimum 36-48-}�our drawd�wn time. (5} Pr�jects tha� will �tilize irtfiltration-base€� Treatrner�t Contro� BMPs (e.g., In�il�ratiar� Basins, lnfiltratian Trenches, Porous Pavem�nt, etc.) m�st include a copy �f the pro�ertylp�'�jec� soils report as Appendix E to tl�e pro�ect-s�ecific V11QMP. �"he sele�tian �f a Treatment Control BNiP(c�r BMPs}far the project mus�specifically consi�er the effec�iveness of�he Treatment Cantrol BMP fc�r pollutants identi�ied as ca�s�ng an impairmer�t of Rec�iving 1l11aters to wF�ich the prQjec�w�l�di�charge L�rban Runoff. (6} Inc�udes permanen��roo[wet��nds an�canstructet�wetlands. (7} Also known a�hydro�ynamic device�,k�affle boxes,swirl car�centrators,or cyclane se�arators. �8} I�c�udes �r�priefary stormwater treatmer�t devices as listed in the GASQA S�ormwater Best Management Practices Handbo�ks, ot�er stQrmwater treatment BMPs n�t specifically[isted in this WQMP, or newly d�velopedlemer�ir�g stormwater treatment technal�gies. V.4 �QUTVALENT TREATME�T��I�TROL ALTERNATI�ES "N�t 1�pplicable" V.5 R.E�I�NALL�-�ASEI? �I'REATMENT C4NTR.�L BMFS "I�Iot Ap�licable" A-�3 FebrUary 21,2014 �V��er Qualitv�anagemen�Pl������P) P�s.R�EL�[AI"l�C�.35039 P�,.R�'�L 3 � n� Mair�t�r��r��� �es on�ibili�� for �{�. C)p�r�t��n � � Treatment �or�tr�� B�ll�'� This Si�e Speci�c �at�r Quality Mana�ement Plan is intended �o a�comanoda�e a custoi�z sin�I� fan�i�y r�sid�ntial home proj�ct on Parcel 3 of Parc�i Map 35�39 in the City of Ten�ecula,Riverside County, CA. The site presently exis�s as a pr�viflusly gra�led l�� within an impra�ved bu� vacant subdiv�s�t�n of 3 graded �usto�ll r�sidential lots serviced by an improved priva�e street,Via Valencia. Pareel 3 is locat�d on t��e northeast corne� af Santia�ca Roa€�. and Vi� '�alencia ap�z'aximately a mile eas� of Ynez Raad in the City�fTen�ecula. The property is zoned L-1, law density residential. The�n�ltration Basin wi��be loc�t�d at the northeast conler af Santiago Road and Via Va�encia between Via Valeneia, the proposed Par'cel 3 driveu�ay, a��d the top of s1Q�e adjacent to Santiago Road. The infiltrat�on basill is �lesigned to treat the BMP Design Storage Volt�me �ener��ed by the projec�. The BMP D�sign Stc�ra�e Volumes will be pre-treat�d by flov��i��g tl�arough land�caped s�ales prior to enterin� the basin tr�ated by infi�tra�ian priar to discl�arging via a cobb�e swale an€l into Via Valencia an� as �t currently does infio Santi�go Road. The propc�sed BI�P vvi1�be n�a.intained by the property owner of Parcel 3. ��-� additi�n v.ar�ous apprQpnate non-st�ctural BMP's��vill be identified and rec�uircd as�art of this WQMP. I��additian to the inf�tratiQn basin BMP'�,the followin�site design concepts hav�b�en �X�corporated to acl�ie�e the fallavvin�: �. 1} Urban Rui�off has been minimized by eli�ninating concrete side�ualks adjacent to the pri�Tatc street• 2) Pr�jeet slope landscaping ��ill be e��han�ed u�it�a additionai p�antin�s and regular �naii�te��ance to reduce sedirnentatit���. 3} Project �an€Iscaping �aill i��cc�rp4r�te lawn and orna�nental plantings �hat will pre-filter runa�f�rior to discharging into tl�e in���ration BMP's. 4) Al� areas a�'e designed tc�discharge throug�7 ar�infiltration basin BN�P and�hereby�nininvze direct�� connected impenrious areas�DC�As). The infiltration basin w�Il be maintaiiaed by the Parcel 3 property ou'ner. I�� additioi� various appropriate non- structura�BMP's�vill be id.entified and rec�uir�d as part o f t h is W Q M P. Draina�e fra�n this sit� �.�ill coT�tinue�o drain southearly �o Santiago Road and westerly to �nez Road and dca�u�� stream int�the east of Mu�ieta Creek th�-ough a s�ries of open cl�a��ne�s. A-24 February 21,2014 V6'a�er�ualitv�anagecnen�P�an (�'�iVIP`) PAR�EL liZ.�,P�TO.3�039�'ARCEI,3 I�TFTLTRAT��N BAS�N S�'I��DULE INSPECT�ON AND MAINTENANCE A�'T"IVITY �► �I�����n��g��;�ic�� ��������.����if���-�i�i��r�, p�sti+ci�����d h��-b��i�������ld���t����t��s1�; ��c�id�d��n��r��h���dc��'��c��tribut��c�����r �c����ti�na I�'�pp�'���i��e n�.�i�e p1an���������s;' �.n�Q���°��'�������s a����e�, �����rc�d��t�. ��r���r�'t�������d. I�'s���pz���cts��-e�e�, # �'r�������������'����i��i����c����n���i�h ��e��r����ita�,���eci�������°�l�t�c�n��' �p��z�a��vn��°v���er, �n��n'�ea�'�u�,j�cted�� ' ��c����. �► F�����ze���h��ld nc�t����p���r���thi� �� ' d����ae��r�,��"���,�r����g t���air�������. +(���+�i�������c���j���b��c�re�a��� �t��a��ascan� ,. �.����e�e��i��nd I�t��:�frt���e�ntire��s�:��� an��a�lc��in���.��#'��l����t�. ; ����n����cl�����and��n�rc�����st����s. � ����k�c�r c�b�����prc�����n�anc���pa��a�nee���. ����re�s����,�������,�n�;���rg�����s�e� �����i�t������ s��g��n�����an��ng���e�in��e basin bat�c��n.T��r���c����b�n���n�-t�rm �+��d�n�w����. ' '� ���c� f��r�r����a��n����������c����-��s��t�e ��s�n:������r��'����ed, �l�a�fc�r��a� ����ec���. � �e��e������s��������s�1���������+�, �������a+�j���n�l�d���ed�r���.���.c��v� .,.` ��ip������r�� l�.�d���p�rr�a��t���.n�� �:��i���i��. �► ���rnt����r�������ris , : s In�pec�ion of hydrauiic and structural �aciliries. Exaznine the inlet far blackage,theeinbank�nellt and spiilv�ray integrity, as well as damage�o any strt�cCural element. • Check for�rosion, slu�nping and oti=ergz�o��th. Repair as needed. • Check basin depth for sediment build up and. reduced tatal c�pacity. Scrape battom as needed and r��no�e sedi�n�nt. Restar�tca original Annuall�. If possib�e, schedr.tle these ins�aections �ross-section and in�ltration rate. Replant basin �vithin 72 hours after a signifzcant rai�fall. . �egetatian. i Verify the basin b�ttom is allowing acceptable infiltra�ion. Use a disc or ather nae�h�d to a�rate basin bottorn only if the�e is actual significant Ioss of in�iltrative capacity, rather that7 on a routine b�si��. I�To water should be present 72 hours aft�r an event.No long ter�n standing v��at�r�houid be present at all.No al�ae fornzation should be ti�is�b�e. Corre�t rob�em as neecled. Attachment to S�ction VI. A-25 February 2�,20�4 �"b'ater Qualitv �Ianagernent Fian (�'Q�VIP} PAR.CEL MAP I�O.35039 PAR�EL 3 % �T � �� � , � ��� �. � � ������ „ , � , � � � � , :� ; �� � , � � ��� , � �� � , �� ,�, , � � � � , � � . � � � � �� �r „« s ?�� �, � ~�,� �,� j � ' " i I � ...,rt., , .��� .v, s� ......�.;�,. ., �,..,,..,i...�,��, ..... .,,� . - :.�,...,, .....r,.,,.,.,,: :.,,;.,,. ..,,-.,,..,,; . „ ,.,,.� ..._..,,.,, ...,.�', ..,.....' ..:..::.... ......:�. ,1,,,� ..�., ,.,.....,; ..,,,..' ............... , . . . , q���� Earth�vork 447 CF Coa:rse See PM35039 Infiltr�tifln A�;gregate Maintenanee Parcel3 Basin 90 CF �7,345 ��•n�-SISFIW��k Prior to p�.��ram Pro�erty Hame San� ��5� Occupancyr �bove Owner Qwne�r Bedc�in� 98 SF Im�ervious Liner Se� PM35039 Cobble P���,�o Maint�nanc� Parcel3 Home 5wale �500.0[� �0.00 Program Fro��ei-i�, (3utlet Uccupancy �bt�3�e Ch�rner O���ner _... This 5it� Spe�i�c '�ater Quality Management Plan is in�ended tc� accornn�odate a custo�n sin�le family re�idential home p�oject on Parcel 3 of Parce�. Map 3503� in fi11� City of Te�llecula, Riverside County, CA. The site presen��y exists a� a previously graded lot �c�ithin ai� improved but vacant subdivisior� c��3 graded custa�n r�sidentia�lots se�Fice�by an i�nproved private street,Via Val��icia. Parcel 3 is located an the �Zor�heast corner of Santza�o Rt�ad and V�a Valencia approxi�nately a mile east of Ynez Road in the City af Temecu�a. Th�propert��s zoned L-1, �o��v��nsity residentia�. The Infi�trarion Basin v�ill be located at th�northeast cQrner o�Santiago Road and Via Valencia betw�en V�a Va�enc�a, the propased Parcel 3 driveway, and the top of slope adjac�nt tc� Santiaga Ro�d. The infiltration basin is desi�ned to treat the BMP Design S�orage VQlume generated b� the pro�ect. The BI�IF Design Storage Volurnes wi�I be pre-treated by flo�Ii��g tl�rough Iazldscaped swales prior tQ entering the basin treated by i��f�tration prior to dischargin� via a cobble swale and into Via Valencia and as it c�.irrently does into Sa�tiago Road. The prapased BMP wi��be maintained by�l�e property oumer af Parcel 3. In addition variQus apprapriate non-structura�BMP's will be identified and re�uired as part af this WQMP. In additic�n to the infiltra�ion bas�n BMP's,t�e followi���;site design concepts l��ve l��en incor�orated to achi�ve th�follou�ing: � 1) Urban Runoff�as be�n minimized by eli�ninating concr�te sideu�a�ks adj acent to�he private street. 2) Project slope landscaping w�ll be �nhanced with �dditional plantings and r�gular maintenan�e �o red.uce sedimenta�ion. 3) Praject landseaping w��l r�lcorparate la��n and ornamental plan�in�� that will pre-filter rundf�prior ta discharging in�o the ��3tration BMP's. A.-26 February 2I,20I4 ��'a�er C�ualitv���agernent F��an�'QNIP} PAR��EL NIA�N�.3�039�'AR�EL 3 4} Al�ar�a� are desi�ned to discha�'ge�hrough�n infilti-�tian basin BMP�z�d thereby m�nin�ize directly con��ected�mpez-vious ar�as{D�IAs). Tl�e infiltz'ation basin ��i�l be main�ained by the Parce� 3 property ou�ner. In addition vario�ts apprQparXat� nc�n- structural BMP's�ill be identified an�required as pa�of this WQNIP. Drainage frc�n� this site i�i11 couti�ue tn drain southerly to Sa���iago Raad and w�ste�'ly to Yn�z Road and.down stream into�l�e east of Munc'ieta Cr�ek through a se�es of open channels. ���. �L�I�C�I�Ig Th� funding source far the c�peration �nd n�aintenanc� of the projeet's infiltration �rencl� sha11 b� pravided by the Ho�neown�r. A-27 February 21, 2014 � Wa�er Quali�y Ma�agement Pl�n �WQI�CP} �rra�r! I�eference sa�rc�not f�und. �ttachment to 5ection VI�. FUND�NG CERTIF�CATION PARCEL 3 OF PM 35039 A source of funding is required for all site design, source control, and treatment BMPs. For this project, (Parcel 3 of PNT 35039),the owner will fiznd the installation of all BMP's, and opearatiot�a�d maintenance of site, source control, and treatment BMP's as set forth in this VVQMP until the proj�ct is transf�rred to a new owner. Each ow�er shall recard this WQMP with the County af Riverside as an at�aehment fio the title o�the property in nrder to transfer the O&M arespo�sibiliti�s to eaeh �ew owner. Where th� owner requires a lessee or other party to install,and ap�rate and maintain�he BMPs,the owner wi�l mair�tain ultimate funding responsibilities, and wil1, upon default af the �essee or other party to ful�l�thes�respansibilities, shall cause�he same ta be per�'ormed at the owner's expense. Nothing in this WQMP shall prevan�the nwner from pursuing cost recavery frnm any lessee or ofiE�er party�responsible for the BMPs, or from pursuing remeciies for the default of responsibilities as provided by the lease contract and law. ��� �� �`" � �� ���� � wil� be res onsible for the installation, The owner�or(project name and location) �� ,���i t��f� A �-.,� .__ P �nd o eration and maint�nance of all BMPs until such time that the sit�is�ransferred to a new owner. �� �f. �- m�� l�� �wner��Com ny O�ficial's Signature Da�e 5� ����- � ��- /�"��� ��� r.� ��a Owner or Company(�ffcial's Printed Name Owner or Campany Off cial's TitleCPasition Pareel Map No.35039,Parcel 3 South Pointe Dev�lnpmen� �114b Elm Street Sui�e H Murrieta CA 92562 A�tn:Bill Parker 951-b96-2485 k � CALIF4RN1�1 �LL-PURP4SE ACKNOVIS'ILE[�?GMEN'T C[1f[L G4DE§ �189 A notary public or otF��r officer completir�g this c�rtificate verifies only the identity of the individua( who signed tha �oc�ment ta which this ceriificate is attached, and not t�e trt�thfulness,accuracy,ar va�idity o#that dacument. State of Galifarnia ) Goun�y o� ���` � � O� �r c��� before me, r. . �C� �i��, Dafe Here f serf Name and Title of t e 4fficer personally appeared � � � �� Name(s)af Sigr�er(s) , vvho proved ta me on the basis of satisfactory evidence to be the person whose name� is/� subscribed �o the within instrumen# and acknowledged to me that hels�e/t ey executed �he same �n his/f�r/tE�i�authorized capacity(i�),and that by his/�r/tt�i�-signature�on the instrument the pe�son�s'f or the entity upon behalf of which the person� acted, �xecufied the instrumen�. 1 cerfiify under PENALTY OF PERJURY under the laws of the State of California that the fioregoing paragraph is true and correct. W�TNESS my d and official seal. JU�.1�JQN�S � � C�m�i�siq� 2Qfl4165 � � � ° ��t�r��u�l���G�lit�rni� � �igr�a� e � Ri � Signature of v�ary u {ic �3,2017 Place Notary Sea!Above 4PTNONAL . Though this section is optional, completing this information can deter alteration of tne document vr frauduient rea�tachment of�his form to an unin�ended documen�. Descrip�ion o#Attached Document - � Ti�le or Type of Document:� , �� � Document Date: � Number of Pages: Sigr�er(s) Oth Than Named Above: Capa�E�y(ies) Claimed by��gn�r(s} Signer's Name: Signer's Name; ❑Gorporate Officer -- Title(s}. �, .�._ ❑Gorporate Office� Title(s}: ❑ Parfiner � ❑�imited ❑Ge ral O Partner � ❑ �i �ted CI�eneral ❑ Individual ❑Attorne n Fac� ❑ Indi�iduai ❑Attorney in Facfi ❑Trustee f� Guar an or Cc�nserva�or ❑Trus�ee �Guardian or Gonservator �Q�h��.. ❑ Other: Signer Cs Representi : �igner s Representing: Q2014 Nati al Notary Association �www.Na�iQnalNot .org • 1-800-US NOTARY(�-50�-876-6827) Item#5907 ��ater(�uali��Manage�nent Plan (VV4�'Q'�IP) PARCEL�AP�(�.3�Q3�PARCEL 3 A e�.�.l�. .� �� Gond�ti�ns of �pproua[ Director's Hea�ing Resolution Ofi-Q31 Dated December '�4, 2Q06 A-2� Feba-uary 2 l, 2U 14 ' L�H F��" QLt,1T�t�N Nt�.t���l��'� A R���LUT��Jh[ �}�` THE P�LANhiIN� DIRE�Tt�R t�F TH� �f"� ��` TE�IIECULA �P�RQ1�1N� P�.AN�tlNC AP`��t�A'���N Nt�. �'�t��-t�22�, �4 �'E�"ATI'�E �A1�CEL MA� (7`�i�[ �a�39� �"O �1JBDI1t��� A�'PRC��III�ATELY 4.2 GRt'�S� ACRES I�lTt� T�REE �C}7'S �.C}CATED �N TH� NC)RTN SIDE �1F ��iNTtA�t� RC'�;AD �T TNE INT�RS��TI�3N t�F �ANT���O RC��A►D /�ND Jt�HN 111��R�tER Rt�AD. S�ect�c�n 1. Y�r�tte Anthon�t#�led Planr�ir�g ARp�i��tipn Na= F'At�fi-����, �n a m�nn�r in acc�rc�with the Gity of Te�rn�cula C�n�ra! Plan ��d C?e��l�pm�nt�c�d�, �e+�xion�. Pian�ing l�ppli�ation No. F'A�6-�t�2 �as �rc�cesse� �n�luding, bu� nc�t I�rr�i#ed tc�a public notice, ��t�e tim�a and rr�n�e�pr�scribed by�tat� and 14�a1 I�w. �ectic�n 3. Th� P]an�nin� I�ire�tc�r, at a regular me�ting, �ansid�red P1anr�i�g Ap�Ci�ativn No. �'� DG-t]2�2 an 14�' r�ay�� �3ecetr�ber, 2�306, at � duly np�iced �ublic hear�n� a� pr��cribed by law, at which time the�i�r s�a�f ar�d int�rested p�rsc�r�s �ad an ap�ortunity t��nd did t�stify eith�r in su�Rc��t or in oppa��tion tc�thEs matter. �e�ti+an 4. A� th� c�rn�lus�c�n �f the air�ctvr Hearing an� after du� �onsider�c�ian vf th� te�tim�ny, the P��r�ning C3ire�tcar ��prov�d I�lartnin� A�plic�ti�n N�. PAQ�-a�2� su�j�ct tv Cond�ions af Ap�r��a�, aft�er f��ding tha�th� pr�je�t pro�ca�ed in �'i�nning Applic�tion �lc�. PA��� �D222 �anfvrmed tQ the City t�� T�rr��cula Ger��r�! F�lan �r�� C�eve�t�pment �c�c�e �nc� City af Tem�cul�Su�i�ivi�ivn �rdinar�ce. Sectian 5. ��,�n�s. "�he Pla�nin� Directc��, ir� a�a�rovin� Planni�c� �4p�l�c�ti�n No. PA►t��22�, her�t�� ma�k�s th� f��lt��ving fi�dings a� required by �ectipr� 16.(��.�4� of the Teme+�uia Muni���a! �ode: A. The prc�posed subd�vision and th� design and ir�provemen�� c�� th� subdivi���n are c��si��ent wi��the D��elaprri�nt Ccsd�, Gene�al Pl�n $nd Gity o�Tem��ul� �tunicipa[ �n�i�. ?`er��ati�r� �'ar���M�p 11�c�. ��t��9� haS b��� ��%��e�i� a rr��r�r��r �l�at is cvt�sister�� with atf �f �f�e rec��ir�ern�nts car�f�irr�d withir� ��� G�ner�� l�l��r� ��a� �evelc��ment ��de, �he 7'errr�c�rla S��br�i�risia►� (Jra�in�nce ar�d t�e�ity's�1�J�ni�ip�l��r�$. �. The�er�t���v� map d��s no�t pr�pa�e t� c�i�de I�nc� ��i�l� is s��ject tc�a car�tract ent�r�d in�� pursu�nt ta the �a�i�vrni� L�n��onservation A�t€�f 1��5. T��sub��c�p�r�e��ic��s rrot�arQ��se �o dr"vir1�1ar�c�whi�f�f�subject����c�r�tr�ct����r�c� in#�p�rscrant�v tf�� �a1��orr�ia �.�n�{�r�rtservativr���f o�f 1�9�`5. Ttte subj�c��arop�r�ty i��s �vt ��en ��sigr�a��d �rar �t�s�r�a�ior� ar �gr�c�rl��rraf l�nd, anc� is nt�� �c��rje�� tr� �1�8 �'�tifarraia�an�t�vrrse�va��Q���t of 1���. �. T�e �i�� i� �h�'sic�1ly suitable �ar the type artd pr�p��ed den�ity raf deve��pm�n� prc��c�sed k�y tt��tent����r� rxrap. � Tt�� si�e �s pf�,�stcatly sc�i�ab�� fvr #�� typa r�f d�vefa�mer�t �rad pro;��sec� derrsit� af a��veloprr��r�t �r�apo�eo� �ay the���t����i�� m�p. Tfr� sc�#�a�i�risr'�►n ��nsis�s a� � thr�-�v� �.1PIanning12�051PA�fi-t��2 Sar��a�o and Jahn Wamer�t�TPMtPt�nningtDH RES4E.UTtC?N.dcic i , �"@R���'IVS Pc'��f'�G@J Mr��3�Ol'�#14�8t�I W�'t!'C�1 !S C�BSI,�l7�8�'BC��C11"�[31N�?@llall'�RBSlt��T1'�'l�J. 7"h� �ro�ase� T�r����ive M�p �rr�ets t�ie rr�irtirr�um 1���rze r�qu�r�rrrenfs c+�n�air���' wi�hin t1�� i��v��a�rn�n� �a�e, �nd �s �ansis�en� wi�h a!1 c�f �fie rer�uiremar�fs �c�und �ri��iin �Ci�y r�� 7�er�recul� �+�r��rat Plan a��'the�i��af 7"err��cr�I� �ubdr'v��lor� t�rdinanc�. p. TF�� de�ign of the subdivisi�n �.�nd the praposed i�rtpr�verr��nts, witt� C�nditions r�f Ap�rav�l �re not likely ta cause s��r�i�icant �nvir�nrnenta� dar�n�g� ar subst,�ntially and ��rr�idab�y i��ure�ish or w"r�dlife �r th�i��tabitat. 7"he propt��ed subdivision u�r�f! �c�� �� c�a�el��ed �t�ar ,� cr��k, w�f��r�ds, or ��nsftiv� h��r'tat s�t�►j�c� t� en�r'rorrme�tal re�ri�w, ��d r"s r�at arr�i�ap��`�►d �t� ��crs� ���t�ifican� �r��riror�me�a�at darnag� or ��r�starr�i�lly ��c� �vor`d��ly ir�,�t�ra �'i�h e�r uvil�Illfe %� ther"r h�bt��t. � f E. T�e design Qf �he sub�ivisi€�n �cn� ��� #Yp� ca� imprraver�n��nt� �r� n�t lik�ly t� �au�e s�ri�u� pu�ali� health prab�ems. � T�te �'�n�a�ive Parc�1 If��� h�s been revr`evwed ar�d cvndi�ione� �►,� ft�� �ire f��ev�r��i�r� 8ure�u ar�d��re Put�rr`c [N�r�rs�'epa�fimenf. As� r�suft, fh8 praj��e�t�as��er�ct�r����i����` tv ��v�e�� �nat presenra the hea1��, safe�y anc� ��nera! we�fare of �i�s p�t��ic. �s c��rdi�ior��d, the s�t�c�i�%�ivr� i� r�ot �ikeCy tcr r�crse any s�riou� �t�blic ����� ��`o�f�r�t�. ��u����or�, prcrvisiar�s�r�mac�e it� the��r��ral I°��n�nd L��v�I�pmen��vde ���r��ure �����f�e�u�a#ic h���th, s�fefy�nal welfare are saf�gruarde�d, �c� ��e pra�e��is ���is��r�� �vrt���es�c��cc��e��s. �`. T�i� design ot the subdivisi�an �r�vides f�r futur� p���i�re or r�a�ur�� ��ating �r cc��(ing c����rtunitie� in the su��ivisi�r�t�the e�ent feasi�le. Pri�r �� �r�y i�su�rrce of �rulldir�� �aerr�ti�� �or fiha su�,je�� sr��t���isiar� a���ric�r �t� ar�,� ct��rs�r�ctic�r� �he app�ic�nt wi1! 1��► re�uire� tc� subrt�i� �►t�ilc�i�� pla�rr� t� ��te Ci� c�f Terrrecul� B�i�dr'�rg C��par�rr��r��. 7't��se �aF�r�s w��# l�e t��c�c�ire�d ta c���1�r wr�h �!f �pp�lic��t� �J��fcarm B�rfldir�� Cades, which �lso irtcluc�e r�quir�mer��s fvr energry ea��er�ratic�r�. 7"�r�r�fars, #�e s��bdivi.�rc�n wrll pra��de for��rf�er�nafura�heafin�or cac�tr`ng c�p�or�u�l�i�s i�o tf�e e�en�"���si�bl�►. �. T�e d��ign of th� ��abdivisic�n and tt�e �yp� �f impr�vements wlll not Gt�nf[iCt with essern�n�� ��qui��� by th� �ubl�� �t Earg� fc�r acce�� t�rat�gh �r u�e c�� �r+�petty �nrit�tin the prapc���� ��bd��i�i�n� � 7"'�� req�ir�d r�gh�-r�f-w�,� e�set�er�ats �re rrr�;luded on �l�e Te�t���r�e l'�at�e1 11��. 7"�� ��ty ��� ��vie�ed th�s€� ���em�rr�s a�� �ia� r�at faund arry pa�e��ia� cv»f�r"�ts. �'u�tt�e�'rr�c�r�, th� �rvj�ec� ha� b�err c��ditit�ned �� requ�r� th�� �l�e a,�pli��r�f rac�r� a t'�'!�"J7l`OC��S�C�'SS �3'�S�tfl�ll�s�f�d R?8!I'I��17817CB�C„��'��'t't't�pt7f�rJt1t' �`p �hB !'�1't���'1pt'? t?��he Frn�!1�fa�ir��ra��r�a�r��ure s�t��c�ess fvr parcel��ne anri tw�. H. T�$ �ubdiv���c�r� �� c�ns�stent with the �ity's par�clan� ded��tion requ��r�ments and is c�ansist�r�t vvitt�t�e C?ui�by Act. �'he pr��c��d pr�ject��s�+e�n cc�r�d�tian�d�t��rr��ly wi#tr ��e�c�irr��iy A��t and#o p�,�all �`` ap{�1ica�I� t�c�irrr�by tees�s�ursuant�v�ub�d�v�s��n t�,�d�nar�c� �r6 3� C.1PI�nr�ir�gt�0t}6tPA�6-0�Sarstiagv antl J�t�n W�mer�s�TPMtPlannir�glDN R�'��LUfIC�N.c'�t�c 2 Secti�rn �. Envir�nmenta� G+�rn�liance. !� �ccordance w[�� th+� C�liforni� �nvir�nmen�al �ua�i�y A��t� th� �rop�s�� P�rc�jecfi has be�n ��emed �� �e e�empt fram f�rther �n�i��nm�ntal rev��v��S�c�ivr� 1�31�, �l�ss 15}, Minc�r�L���t l�i�isic�n�. a����an 7. C€�n�itic�n�, "�"'h�t the �ity c�� Temecu�a Dir����r a� �lannin� h�reby a�p��ves I��anr�inc� �Ppli�atEon �Io. F'A0�l�2�2, �1'ent��ive P'arc�� �ll�p 35C�3�} tc� �ubdivid� app��xit������4.2 gro�s acr�s ir��c�three lot�f I�cat�d on ���nc�r�� si€�e t�f Santiag� F�c�ad, at the int�r�����o� c�f �antiac�c� Raad �.r�d Jahi� Warr�e� F�oa�, s�bje�t ta t�e �r�ditiart���Approval set forth �n Exl�ibit A, �tta�hed her�tc�;ar�d inc�r��rated her�in by thris r�fer�nce. �ect�c►n 8. I�AS�Et�, APP'l�Q��C� ANC� ADC�PT�[� by th� �ity af Temecul� Dire�tor vf ���n�in���is �4'� [�� of C1e�emk�er, �OQ�. � � Err�ery P� Se �r �'l�nn�r � �, �ynth�� ��riccia, a��ret�ry af the Terr�ec�la C3ire�t�r's Hearin�, da hereby c��ti�that DE� �esc�lut��n �lo. ��-031 �vas duly and regu�ar�y adc�pt��y th� Q�re�tor of I�lanr�ir�� c�f th� Ci���Ternecu�a a�� �'�gul�r rn�etin�th+sr�af ���d car�the 14 +�� D�cember, 2f���, � F ��r la �ar� , �ecr�tal�a , �:1Piar�nEn�12t�3fi1PAt35-t)22Z San�agv and Jnhn t�l�amer A�TF�M1�'Ianr�inglC�H RE�aL.UTi4�N.c�nc 3 ������ F'I�tAL C�ND�T�t�N� t�F�P'�RC�VAL � � G:�'�anr��g�2t}�?�'1�ADC-D22�Santi�gcy�n�d J�hn 11�am�r�d TFM1P[ar�r�i��i13H RE��LUT�t�N.dc�c �} .- , ���i��T� �I"TY�F�'Et�IE��IL� y F�I�AL CC}N��"�C��1�t3�t4P�R�VA�. �i�rrr�ing l�pPlic��ic��n No.: P�Ofi-+��2� Prc��eG�De��ript���t: �T`��nt�tiv�R��I �a� �P'arc+al Map���3��tc�su�diuid� apprvxim�tely 4,2 a�r�s into thr� I+�ts �ri��t a m�nimur� ��� ��Z� \/� �w� ��/� �V� '�VQ��� ��11 ��� �V�� i7��{'�i�+ �� ���I��� �V���`��� ���r�frV►MR���■ �f������� ������1i11 J�1���V�►�CM����ad. �Ss+�ssar`s Par��� Nc�.: 94���t�t�1� ��}��p ����g��; aes�d�n�i�l�Less th�n 8.� DUl�cre) �tIF���eg�ary: R�sidentra�-i�et�ched TUMF��tegary: Resident��!-�in�l��amify �p�rvva� t�a#�: De+�e�»b��°14,�t� f Expir�tion C�ate. D+��ember'�4,���8 -� 1��T�1��8 FtC,�UR�C�F TH�Ai�P1�C��IAL���`HI� PRC���GT � �I�r�ning Depar�rn+��� �. The applica��Id��el�per s�al� +�����re� to the Pl�n�ing Departmen� � casl���r'� ch��k €�r maney ord�� made payable �a ��� ��un'�r CE�rk i� #h� amount �f ��4.OQ f�r th� ��un� ad�ir�istr�ti�e�e�,t�en�b���e Giiyto fil�the No�i�e of�x�m�tir�n a�provided under�ub�ic R�sc�urces��d��act�on��15�a�d C��if�mia Cade of R��c�lati+�ns�ctic�n 150��. [�v�itt�in = � sai�d 4�-h�ur per�vd th�app�licantld�ve��p�r has not�e����r�d��t,�e F'lanning �e�artmen� �he�h�c�as requiret��k�ove,the apprc�vai for th�e praject gran�ed st��l1 b+e�roid k�y r�ason�f failur�c�f cc�n�ttion {Fish and G�me��de�ectic�n�71.�(c}}. ��, �if'tannin�120t}�1PAt}6-0�2�r�i�a�o and�lc�r�Wam�r Rd T'PM1PIarin�n�l�'INAL Ct�A's.d�c 1 GENER�� REt�I�iREI�IENT� , G�iRl�nir�gl2t)tJ�A€�6-t}222 Santiaga�nr�.iahn Wamar E�d TPNAtPlanrting�F[NA,�.,CC�A'�,do� 2 . ��artnin� ��partrn���nt �. Th�applic�r�t sha�l s�gn bc��h��a�ie�of th�Final��nditirar�s af�pp�rov�i that��I�be prt��id�d ��#he P�annin�Dep�►rtmen#�ta�f,�nd re�urr��ne�igned s��ta the Plannin��}epartr��r�t f�r tl�eir f�l��. 3. The ten�.tive�u�di�ri�i�n�hail compiy wi�h th�Stat�c���a�if�rn[a��bdivis�v��ap��t and tc�all th�r�qui��e�er�t��f ardinan��No.��C�, un�e��m��if��l��the c�ndit�an�listed��law. A tim� �xt�r�si�►n rn�,y be ��►prov�d in a�rdar�c� v+rit� th� �kate ��� Act and Cit� Qrdinan�, up�n v�r�itt+�r� requ�st, if made��days pria�t��he expiratic��d���, �. The app�i�a��ar�d vwner vf t�� r�al��aper�y�uk���ct t�t�is�anditi�n sh�����reby agree#a �n�demnify►prrs���t, 1�+��d l�arm�e�s,�nd defen�l the�ity wi��Legal Cauns�l af th�Cit�'�awn selection frorn��y and a�l���irns, a���n�, ��ards,jud�m�nt�, �r�r�cee�ing� ac�ain�t tl�� City tr� �tt�ck, s+�t$side, �nnu[, ar se�ek rnt�netary dam�g�s resu�tin�, directly t�r indir�c�[y, fr�rrM an� actiQn in furth�r�nce c�f anc� t�r� approval of t�� Git�, t�r any a�en��r �r instrumentalit�th�rea�,ad�ris�ry a�encY,�pP��l baard c�r legisl�tiv�k��dy includin�activns apprcav�by th�v�ter�vf fi����ty� c�nc+erning the P'�anning App�i��,tion. Th� �iiy shall be de�rr�e���r pur���es of th�s ct�nditinr�,�c�in��ude a�y sgen�y or in�trum+�ntali�the��:c�#,t�� any afi�t�el�cted ar ap�c�ir�ted�f�ici�ls,c�ffic�rs�emp��ye�s,ct�nsultt�;�nts,�anfir�ctors, Ieg�l counse�, and ag�nts. �ify s�al� prc�mpfi� nafify E�fh� �he a�plicant and land�v�rner �f any claim,a��ia�,ar�roc�edin�ta whi�h this�e�r�ditian is�.ppli�able ar�d s��ll fu�ther c�apera�� fuliy in the d�fense c�f t���ction. The C��t��serves tl�e right�a�ake any an�all ac�i�r�the �ity de��ns#� be En the best inter���t��t�r��ity and its citizens ir� r�gards tc�s�ch d�fens�, ��re Preventic�n �. Firral fire and lif� sa�ety��nditiar���u�ll ��a+dd�e�sed wt��� �u;ld�ri���a��ar� revi�wed by , the Fir� Pr�vent�on Bureau. Tl��se c�nditir�n� will b� �a�ed c�n �upancy, use, th� Galiforr�ia Buil�ing Code���3C�,C�iifornia Fir�CQde{C���,an�relat�����es which ar�ic� ��rce a#the time of b�ilding pta��ubmitta[. 6. The Fir�Prever�ti�r� �ur���r is���uired tc��+et a�tir�imum�r�flow f€�r�esid�ntial tand div�sit>r� p�r�F�App�ndix I�I.�,T�b��A-IIl-A-1. T���d���lc��er shal��rflrnde for this pr���a w�t�r system capab�e Qf deiiv�rin� 1�0�GPt�at�t3-P�1 res�dual�p�rati�g��es�ur���h a 2-hour � €�ura�ian. The re�uir�� fiir� filc�w rnay !�e acljust�d d�ring the �ppraval �rr�cess �� r�fle�t �h��ge�in d�si�n,cc�r�s�ruc�c�n t��,c��r�+�tc�m�ti�f ire p�rat�c'�on rr�e�sure��s�p�ro�red by the Fire Pr��en�ivn �ure�u (��C 9a3.2,Appendi�c II!-�A�. �'. Th� ��re Pr�ventic�n Bureau Is required ttr se� minimum ��r� hydran# dis�a���s p�r GF� Ap��+�r�dix Ii1.B, Table A-[�(-���. S#anda�� fire hyt�r�nts (�� �c �� x 2 ���" �ru�lets) shaC� !�� Ic��rted an Fire �+�partment ac,�ess roac�� $nd adjac�n�p�abli�str��ts. H�r�nts sha�l be �p�c+ed at 5�0 feet a�art, at��ch interse�tivn �nd s���l be �+o�at�ec� nc� r�t�r�th�n 25i��e�t from any p+�int 4n��e�tr�e�c�r Fire C��Rartm�nt acce�s�8�d�s�frvr���ge tc�a hydrant. T�+� required f�re flc,w��a�l be�v�iJable����any a�j�cent�ydrant�s��c����system. 71��upg�rad� o�ex�st�n���r���r�r��rfi�m�.y be �r�quired {��� ���.2, 9�3.�.2, a,r�d Appendix �II-��. �. Ma�mum cul-d�-�ac le�gth sk�al��ot�xcee� 13�€���e�. Nlin"rrnum turning r�dius�n ar�y cul- de-sac sF��ll be�hirty-�i�ht t38�f�et��FC �t�2.2.2.3}. �:tPlannin�l2t)O61F'At�6-42�2 5an�agc�and Jcthn'�t�mer Rd TPNC€Pl�nningiFiNAC,»�Q�'s.�c 3 9. Pri�r tv building �ons���c���, �a[I lo�at�c�ns w��r� structur�� �r� tc� be aui[� shall ���re a�prc�v�d Fire C��p�rtrn�nt�r��i�1�acces�roads fc�r use�nd�hal[b�an al!�r�ath�r su���e for�3�,t7Q� Ibs, �O�W (GFC 8?��.�and 9��.2.2.�}. �1�. Pri�r tc�bui�di�t��n�l,all��cat��ns wh�re structur�e��re to b���[il#sh�tl hav�a�pt�oved�ire Dep��trn�n� vehicl� act�ss raads �� v�rithin 1�� fe�t t� any pc�rti�n af �he facili� ar ��ry pt�rtit�r� vf ar�e�+�r�or wa[��f��� buslding�s}. �rr� C���artrner��a�cess r+��ds shall b��n�II w�ath�r s��fa�e�des��ned for�C�,0�0 Ibs:�VI�'with�min�mur�AC�hi�kn�ss of.2�fe�tr ar a reas�r�a�l�alt�rnativ� a��ept�bl�tt�the �ir� Depsr�men�t��FG�ec 9a�}. 1�. Fir� �l��art�enfi��hicle a.cc�ss ro�d� shall h�ve a� �nob�tru��ed w�dt� �f not I��s 1�an twenty��(��f��t,an��n unvb��ructe��rertical c[earance o�nc�t le��than��rt$�n�13�f�et�ix �f) in�hes ��F+�9��.�.2.1}. ��. �ric�rto buildin�cc�r�s�ructi�n,de�d�rrd raadway�and�tr��ts�r��x�ess��€�n�hun�re�an� f� ��1�p} feet sha�l �av� a �umaraur�d c�p�able c�f a�cr�rnrr�c�aating fir�e apparatus. Ter�p�r�ry turna�c�unds shall be pro�r�r�ec! until the permane��r�aads are �rnple�ed �CF� ��#2.2.�.�y. 13. The �r�dien�far a fire apparatu� �c��ss r�ad sh�rll not ex��et� fiftee� ���} �erc�nt (��� 9�2.�.2.�}. Pub�ic Vlfo��� ��. �rad�n�n�#I�e sub�ec�prop�rty sha11��in ac+���d���e with th���lifarni�Bc�il�in���d�,�h� ap�roved �r�ding p���, th� �vnditian� �f th� c�ra�ing perrnit� �ity►�rading �t�ndar,ds and a�c����d c�r��ir�+� c�ns�ru�tion �r�ctices. 7"he fina� r�rading pCan shall b� �n �ubst�n�ia[ confarman�e with #F�e approved rough gradin� plan. {�c�v�rd fr+�m "Pri�� t� �uilt�ing P�:��1��!�������V �T�i��� V�'�+�,���r�t����r�������i��l��.��'r�Wg!���J���s����'�P��r+����r� �n 12/�412t��}. a. �"h� s��� i� curren�l� not in confQrr��r�c� with th� �ity's Grading ��an���ds. "�"he developer sh�i[r�-�r�de th�area wh�re the cut slc�pe is great�er tl�a��.1 ar�d bring it to cQ��orm�r�ce a� ap�rc�v�d by t�� Qepartr�er�t �� F��blic Warks. �I�i+�v��! �rom `FPrivr #�o �uil�li�g Perm�s" t� Public 1�1►o�r�s D�par#me�t "G�t��ra! �equ�remen�s'! a�Dire���r's Hearin��n 1�141'��0�►�M 15. It is unders�t�c�� that the D�vel�per �rrectly �hpws �►n t�te ten#�tive map al� �xi��in� ��ncf prapas�d easemen�st travel�d v�ays, �rr�prav�rr�en#c�ns���ints�,nd drainag�cQu�es,�nt� their vmissior� rna�r r��uire t1�e praject�c�be r�submitted fiar�urther rev�ew�cnd ���sip►n. 1�. A Gr�din�Permit f�r eit�er rc�u�h ar pr�����g�ad�r�c��ha11 b�abtain�d frc�m th�Q��artrr��nt c�f Pu�lic INarks prior t��ommer��ement�f�ny�nstru�ti�n r��rt�ide crf�h����t-rn��r�tain�d r�aad right-of-v�r�y. 17. Ar� Er�c�oachment Pernn���hall be o���i�ed from the �ep�rtm�nt�f Public'�tcarks �r�r�r tr� cammencer�nent+�f an�c�nstru��ian utr�t��n�n exi��ing�r prapc�sed City��gk���c�f-wa�. 1$. All im�rovem�n�plans an��ra�i�g p[�ns�hall b�cc�rdi�at����r consi��e�nc�t wi�h ar�jacent �r�►ject� and ex�sfin� �mpr�vement� c�ntiguous �r� the si�te and ��a�l b� s�tbrn��d c�n ��andard 24'" x 3�" Ci�of Tern�cu[a m�lars. G:t�lanr�ir�gt2t�0�AC�tJ2�2�aniia�a�rid Jt��r�1N�mer Rd TFM1�'Ianning�FlM�iAt��L7A`s.dc� 4 T�m�cu���vmm�nity�+��ri�� IC���rtr�nent 1�. The �le�relc�per ��ta�l cc�ntact th� City'� fr�n��i�ed s�li� w�.�te hau��r fcar d�sposaE c�� c�nst��ter�r� debri�. Onl�t�� +�ity'�franchisee may hau�c�nstru�tion d��ris. . � G:1Pl�nnir��12CI�61P`A�}6-�?22��nti�go and Jahn Vltamer Rd TPM1PIanning�FINA1.CfJA`s.doc � PF�IC���'C'� FINJ�L M�P' R�Ct�����'[C3N r + r t3:1Plannir�g120�bt�'At��-C1�Santiaga ar�d John 1lVamer F�d TPF1�1�'Ianrti�g4FINAL C{7A�'s.d� 6 �tanr�ir�� Depat��ner�� ��. The f€�Ilo�in�s�i�l[ b�submE��d��an� a�pra�ed b���� P'lannir�g �ivisican: . b. A cc�py�f�Me 1=ina[ 1�1��. c, � R�ipr�ca� l,ise A�re�m�nt and maintenanc� a�r��rn��t e�surin� a�cess tr� all p�r�el�and joint m�int�r�an��c��all r�ads�dri�es�r parking ar��s sh����e pr�vided �nd sha�l b� re�ar�eci concurrent�i��the map. d. A Re�ip�rvca� Us� A�r�em�nt and maintenance agre�ment er��uring �c��ss to �II pa��is a�d joinfi maint$n�n�e���II rc��ds, drives��parkir��ar�as shal���pr�vid�d b���& �'s Q�by dee�is an���a�� be re�order��it�th�map. 21. AI��f t��fc���g�ing c�nditi�ns�h�tl be�ampfi�d wi��pri�r��c�cc�panc��r�r��us�a[i�w�ed by th�s ��rr���. Pub�i�11I�'orl�� �e��r�m+�n� ��. �1s d�emed nec�ssary b� t�e Departmer�t of P�bii� Vl��rks, the C��v�la�er sh�.t� receive writt��c��ara�ce frarn t���t�IlQv�ring�c��ncies: � a. San Die�c� Regi�na!1Nater Quality Co�trc�l Bc�ard �. R�nc�o�a[if�rnia Water C3�stri�t c. F��v�r��de Cc�ur�ty Flo�d�o�ttr�l�nd Vlt��er�ons�rv�tion Dis��i�� �. �ity o�Tem��ul� F�re Pr�v�n�ion Bur��u e. Planr�in� De��rtment f. ��p�c�rn�nt�f Public Works �. Riverside Gaur��ty Health D�p�rtment . h. �`irne�ltfarn�r�ab�e i. �fer�zon j. ��uth�rn�a[ifc�rr�i� Edison �r�mpany � �. ��uth�m Ca�i��mia Cas Cam�any 23. Th��ev�l��er sha���esEgr�and guar�ntee�nstruction af th�f�rllawin�p�ak���c improvern�n#� t�► ��ty c�� T���cu�a General Plan sta�dards unl�:ss a���rise n�cated. Pla�s sh�.11 k�+e r��ri�ewe�d�n� apprc��r�d by t�e C��partmen��f Pub1�c��rk�: �. Impr�ue �ant�aga R�a� to the n�ar+��� �it� r�aintain�d roadway �yste�n �Lim�te� �ec�nd�€� �rt�rial ��` �anes c�i�rided} -� �� f�t Rt1���to inc�ude.d�di�a�an c�f ���f- widtk� s�r��t right-o�-w�y, r��ta�l�tian �� hai�-wi�th �treet �mprr�vemer�ts, pav�n�, drain��e�a�iliti�s� si�nin�ar�d �tripin�, u�ilities 4incl�din� �ut n�rt limited t��ra�er}, � b. AI� street improv�ment�1esi�r� sh�ll provide ade�uate right-Qf�way an� ����m�nt #ransi�i�n� p�r��I�rans standa�d�for trar�si�i�n tv e�ci�tint�s#reet sectia�ns. f �:t�''lann[ngi2t?tI a�F'A08-Q�Santiagt�anc�John Wamer Rd TPA�Iann�nglFlNAt�t]A's.t�oc 7 ��.. l�n�es�oth�rwis��ppr�ved the��Il�vrrir�g min�mum��i��ri��ha�l b�c�bs�rv�d ir��h�d�sit�n�f t��str��t irnpr+��remen�p�an�: � �. ��ree�cent�r�in� c�rade� sh�i� k�e t�.5a�� minimur� ��r+er P.�.�. an�d �.00��'/�minirnum a�r��'l-1.C. pa�rir�g. b. ��sign �af straet impr�v�rn��ts s�al� e�end a m��imum af 30tJ f�et beyand the p�r���c�b�und�r���tc��n��r��deq�at�cc�n�inuirt��f des�g�w�th adjc�ining pro��rties. , �. iU�ir�imum c�nterli�e rad�i s�afl be in ac��rr��nc�w�ith City Stand�rd No. �1�. d. All str�et and drivewa�t��nterlin� inter��cfiian�shall be at 9t��+��r��s. e. �.andscaping shall �� l�rnited in the c�r�n�r cut�off �,rea c�f aEl int+�rs��i�r�s and �djacent t�drive�ws���provide for minEmt�m sight di�tanc�a�nd vi��bi�i�. f. Ali uti�ity��st�ms�nclud�n��as,el�c#��c,teEephvr�e,vv�t�r����er,anr�cabC�TV�haCl be pr�v�d�d un�er��c��nd. ��sern�nts shal� be provid�� as r+�quired w�r�re �dequate�ig��-of-w�y d�s�s nt�t exist fc�r ins#�Ilation t�f the faci�i�i�s. ���utilit�+as shall be desi�netj and canstruct�d in�t��rda�ce witF��i�y�ad�s and#�t�u��tity�ravider. g. A�I uti[i�ie�y except elec�rical li�es r�ted 34kv c�r �r��t�r' sh�ll b� ins�ailed undsr�rc�un�. 2�. P��v�t� rc�ads �hal� be design�d tt� m�+et City pu��i� rvad �tand�rd�. Unless vtherw�s� apprav��t���ollawing minirrium criteri�shall�e abs�nred�r� #h�d�sign of priva��str��#�s: a. Irn�r�v�"�"�tre��{Priv�t�S#r��t-3�' W����includ+�installation of full-width�treet impr�v�rr�er�ts, pa�ing, drainz��e facilitie� an� utif�ties �inclu�ir�g but r�c�t ��mited tc� wa�ar}. - �. �u��d�w��c�eom�tri�� sh�l! meet current�i�t�r��ndard�. �. Minimurr�safe ha�riz�n���c+�nter[ine radii s}�a1�be r��uired(�II Ger�t�rline radii�hau�d be id�nti��ed on the sit�pla��. - d. All intersectiQn���rall be perp��ndi�ular�9�}. 2�. �eli�qui�h and�a'rv�right of acc��to�nd�ror��an#iag�Road r�n the Pa�c�I Map�vith the ex�ep�i€��c�f one ap�ning �s detin�ated c�n th�a�prc�ved �'er��a�va Parc�� 1�1a�. 27. G�rner�ra�erty line cut Q�f far�r�h�cular s�ght d�stan��and in�ta�latiran of pe�ls�trian fa�ilitie� s�all b� pr�vided at all s��ee�in�ersec�ions in accort�ance�it� Riv�rsid�Cau�nty Sta�dar�i Na.St�S. 2�. AII eas�ment�andlc�r r���t-of-way de�icat��n�s�aEl b�offered fa�r d�di�at��n t���publi�r�r c�th�r apprap�at����n�y ar�d shal�c�ntir�u��n#orce until the C�t��r�p�s ot ab�r�dan��uch affer�. All de�ica�i+�ns shall b�fre�frc�rri�II ancurnb�nces��ap���ved by�h�C�e�artment af P�b�ic I�orks. � 2�. Pur��ant t� Se�tit�n��49��f��e�uk��i�isi�n M�p Ac�, ar�y su�division which �s pac��f ar� existing���es�ment Distric�m�st carnply rrvith the r�q��r�rnen�s c�f s�d s�ctican. F'rior#c�Ci� �t��ncil a�proval c�f ti�� P��cel (V�ap, the I��v+elap+�� ��all make �n a�pli�at��n �or re�ppa�ti�nrrr�nt vf�n�asse�mer��3nri�h a�p�opriate �egulatary�gency. �Q. �ny del�n�uer��pro�er�taxes sM�ll b��ai�i. � �:1Planning�[lt�F'l�C�2�Sa�ti�gv and Jr�hr�Wamer Rd TF>MM�Iann�nglFINAL CdA's.dc� �1 ��. An IEr��r'�r�nc�en��l C�nstrair��s�heet�E���sh�ll b���e�ared in c�njunctivn w��h��i�P�rce� , �I��t�d�line�t�id�ntif���i �n���t�nmer�����on�+�rns an� shall b� recc�rd�d w��h th� map. 32. Th�C��velvp�r shail c+ampi��i��all ct�n�train�whi�h�na,�b�shown upon an Env��c�r�rr�ental +�an�trai�t Sh�et re�ord�d v�ri�� any und�rl�in� r��ps r�l�t��to t#�e s�bject p�r��er�i. ��. Th� �eueloper s�t�11 ma�� a �vod fa�th ��`r�rt tr� ��quire th� r�quir�d r�ff•s�te �arc�perty ir��ere�#s, and if h� vr�he�h����faii tv da s�, �h� C����Iop�r sha�I, pri�r to�ubrrritta�o��h� Parc�l Map f�r�ect�rdatior���r��er into�r��gre+�mentt�c�mpl�te the irn�r�v�rn�nts pur�uant �� th� Su�+�i�risior� Map �t��, �$�tion ��46� ��d ��c�ior� fi64�2.5. �uch ag�sement sh�ll provi��fo��aym�r�t by#�e De�eloper�f ali c���in�ur�ed by the�ity tv�i�cqu�re the c��-�it� prop�rty I�t�rest��r�quir��in�cannectian�rith firie sub���isian. �e�uri�r�f�pc�r�ion vf th�se � cc��t� shal� �� in �he far�n �� � �ash dep�s�t in the �rr��unt giverr in �n a��ra�sa! rep�rt �bt��n�d a� �h�s L�ev�lt���, a� �he Deve�ap�r's c+��t, The apprai�er sha�l �tau� be�i� ap��c�v�d k��the Gitjr pri�r t�c�mmenc�me�t t�f th��ppr�isa�. 34. The D��elaper si��ll nvti�y����i�y'�c�ble TV Fr��n��i�es of th� [ntent tc�Develap. Cond�it �hal[ b� �ns�a�led��ca�ale T`���andard� at tim� o��tr�et impr��emen�s. �5. Rri��te drainage��sements f�r�rass-Ic��drair�a�e�hall be requir�d�n���rall�e�eli�+��ted . . and nated an th�f�nal map. 3�. Ea�em+ents� when �equir�d f�r r��dw��slQp��, (�n�s�ape ea�e�ent�, drainag�#acilities, utiii#i�s, �tc., shall be �ha�tn an �he firtal m� ifi t�t�� are 14ca#�c� withir� tl�� [�nd division b�undary. �4i� c�ff�rs r�f de�i���i�n and conv�yan��s shal! be submitt+�d fv� r�view and re��rd�d a��ir�cted by the Departmer�t a#Publ�c 1l�c�rks. �}r�-�ite dr�in���f��il�t�es loc�ted c���sid�of rt�ad ri�ht af-wa�s�a��l b�con�ain�d w�#L�ir�draina�g�asement��r��sh�wn vn t�� Final��p. A nc�t���ail b�added ta th�fi�a�rr�a���tin� "�r�ina����s�rrren#s�h�!!b�k��f fre� ��buil�ling��nc�c+bs�ru�ti�r�s,u �:1P�a�tnin�1��61RA€��222�ar�tiagca and J�r�Vliarner Rd TPM1P(an��rtg�FlNA�.COA's.doc � 9 , P'��C��Tt�1��UAh���C��'GF��tD1N� P�Rf1�IT`� , � G:IP[annir����itPA06-422�5antiag�and JQhn Wamer R�TPMIF'Ianni�glFlN�l,.Ct3A's.doa 1q ���f1t1�11� ���+f�l"�t'r1��� �7. The f�llowir�g sh�il �e ir��iu�ed i� �he N�t�� S�ct�c�n c�f th� C�ading Plan: "Ifi a� any ti�e durinc�ex�av�tit�n�ct��struction c�f the�i��,ar�ha�o�v�ica�Ucult�ral fesaur���,oran�a�trfi�� ar �t��r �ab���ct� whi�h rea��n��l� appe�rs to be �vi�er��e c�� �u�t�ural �r arch����o�ical r�sou��a�r��iscav�r�d,��� prt�per�y awr�er�hall irrr�med�at�iy�dvise th��ity�rf��c�t and th� ��y shal] caus� all fur�l�er exc�va�i�n r�r �th�r d��turbance �f �he a�e���d area ta imm�c�i�tely c�ase. The L�irect�� a# Pt�r�ninr� �� hislhe� �Qie discr���vn may r�q��re fih� prap�r�r to depo�it � surn �� man�y i� deems reasanably nec�s�a�r ta �Ilov�r th� C�ty t� c�nsu��andlc�r authori�� an �ndeRend�n�� fuily quali�i�� spe�ci�l�st tv insp�ct t�e si�e at n� cost�t�the City, in r�rder to �ss��� t��signif��ance t�f�he find. �1p�n det�rrnir�in�,that t�re di�cc�very i�not an archa��lo�i�a!/cultural re�our�e�the Dir�ctor of Pl�nnin�sh�l���tifyth� prr�p�rty owner o� su�� det�rmination arr� sha[I sutl��riz�thQ r��urrtp�ian t�f �ork. Up�n de�erm�n�n� th�t t�� discov�r� �s an arc���c�i��icall�uftural r����rce, the Dir�ct�ar af P��r��in�sh��l n���fi�th�prope�rtyc�wnerthat nc�furtl�er�xcava��c��c�rd�vel�prner�tmayta�� pla�e until a mitigativn plart or �iher correc�i�r� m���ures h��r� be�n ap�rc�ved by ��e C�i�ectc�r c�fi Pl�nnin�." 38. The following shall b� inc�ud�d on the Nc�tes s+�ction caf the Gr���ng Plan: "�'he pal�ont�[4gi�al mc�n��c�rir�g �h�l� b� con��stent with �ecfiio� '�I �� th� Pa��or�tc�lc�gica! R�sOur��S A�5e3srri8�nt." �9r T�e f�l�v�ring st�all b�included�n t#��Not�s sect��n a�tl�e��adi�g Pian:�"�qu�lified Prv�e�t Pale�antologist shall b�presen�at the�re-�r�di�t�m��t�n�to e�l�in th�moni#crring����r� ta grading ��ntra���rs pric�r t�the initi��ic�n�fi�r���arth dist�r�aing c�nstru��i�n �xcava�i�►r� (grading}activiti�s." � 40. The fallc�v�in�shalJ b�inclu��ed in the t�r��es�e���fln vf the�rading P`I�n."Durin��ubst�n�ia! gradin� {�t depth�c�f rnr�re tha���fe���or�I.5 t rrie��rs}��vhi�h c�� pot�ntially�nc�unter signi�icant vert�br�t� fvssil�4 a sup�rvi�ed p�al�c�nt�i�gical fii�ld manitor sh�l� b� p��sent d�r�ng +�ar�h disturb�ng cons�ru�tEon �xcava�ic�n �c�rading}actir�ities 1 a�p��c�nt�f the�irne . during th��r�din�. �t�C}per�en�of��e time r�eans im�ni��rin��ha��be condu����ach an� every gradin� ��y, dc�ring �ach hour brc�shingl�rc�bbing and ��rth distur�ing cans��ucti+an excavatir�n�c�radinc�)a�ti�iti�s�re being condu�#ed�i.�.ei��#�►�urs�c�r an eight-hc�ur c�r�d�ng day, �Q ����� f�r �, t�n-ho�ar gradir�g day etc.}. �'h� pa�eon��i��ical fie�d mo�itor will b� sup�r�is�� by a q�a��fiied p�leantvlflgist. The normal pale��t�lagical r�oni�oring r�f e��h disturbing c�r�structivn exc�.�ratic�n �grading} activiti�s in�lud�s hand r�:c��r��y of minor ��r�c�ntratiQns of si�n����cant palet�n�n(�g�ic�l r�saur��s.,► 4�1. 7he fc�llowinc� sh�l� b� �ncluded ir� tf��,��tes �ecti�a� �f �he �rad�n� F'�a�: '�'h� P�c�j��t R��eantc�l�gist andlor paleor��olvgi�al fieid rn�n��vr�h�l1 be err�pawered t�t�mpora�ly halt s�r �iver��qc�i�m�nt tt����t�w r�n�c�v�l of�bund�nt or�arge sized fc�ssit specimen���c�un#�red durir�g�anstructivn gr�ding excauati�ns." 42. T�� f�a��aw�n� �hall k�� i�cl�ad�c� i���e �Ic�tes sectic�n v�t�e Crad�ng Plan: "�Vla�i�orint� ar�� salvage of significant pa��ont�logi��l re��urc�s sha[I be�onsis�ent�th th�p��vi�ic�r�s af the CaEifvrnia Enviran�entr�l f�ual��r A��,as v��l��s�vi�h�ny r�a�ul�tians requ�r�d by th��ity Q� T�rr����l�, C��i��arr�ia �in�1 th� propo���i guidelines of th� ��ci�t� c�f �erte�rate �ale�nt�l�g�`s l�'e�sures for Assessr�ant �r��' Nlt�ig►�fi�n af Ar�v�rse ����c�s �r� Nr�r�w 1�er�ewable P��fe��itofr��ica!R�saur�es:�t�ndar��'rac�dures." {�.1Plar�nin�t20061F'AOfi-t??�22�antiago�nd John'UVame�Rd TRM�lar�ninglFlNAL CQA�'�.t�tt� 9� t �3. �'h�fo�la�wing sh�l�b�in�lu�ed in th�e[�c�t�s se�tiar�c��the t��adi�g�`I�n.t`A�r�quire�by�he ��ciety a�I�erte�rate F�a[ec�nt�lc��y,the manitorir�e�rnay al��inva�v�:c;a��e�ti�an�af��,mp�e�v� fo�si�if�rou�rnatr�x se�ir�ent��pa�l��s�l or s�ratic�r�ph,c b���suspscted on�nta�ning sma�� ir��rertebr�te+�r�rerte�r�������iEs(�.g. , rodent, in���tiut�r�,�r�rd an�r��ti�e �erri�►i�s},by th� ���ec�ntc�l�agicai �c�nitarl�roje�t paEeontolo�ist. �n�s ca�l�e��d, th� samples must b� �cre�ned an�14r r�rat�r�r�shed in ord�r#o r�ct3ver�ma;ller�i�ed and1��m�crvs����c��s�ii�. �en�r�l[�, ���mple af�,��(�p�und�of matrix f�r��ch hc�rizan, pal�osal, �r s�at�gra�hi� ��d,at each�a�et�n�ol�g��al f�cus��c�ssif lacaiity}�rithin a�e�i�er�tar�unit,is�nsi�+�r�d t� ��ad��u�te. �'o av4ial�a�structi€�r�d�lays, m�t��x sam��e�rr�a�be re�m�ved�rom the pa�� �# �x���ratiL�r� fvr�raCes�ing c�n or ��f-�ite. If�oncen��tivns p�sm�f� andtor mi�ras��pie invertebra�e�� �rc�dents, rt��rt�ma�sa ar ather v�r��bra#e��re enc�►untered during��rnpl�r��, �t will be nece�s�ry t�was��r�d�cre�n additian�l sampl���f rnatr�x, V1l��hed matrix samples �h�ll b�exami�ed, in st�me�as�s v�rith the aide c��bino�u�ar mi���sc�pes,an� hand-s�rted �"�icked")t� ��cover repr�ser�ta��ve�amp�e����ssil s��cimens. 1`h� remaining, unpi��ced porti�n of�h��cr��ned �nc�l�r w�sh�d rr�at�i�sampEe�ri11 b� ac�es�i�anet� intv a mus�um repc�sitr�ry wi��retrieva�[�st��a�e, S�l�rage��assils sh�[���id�ntifie�,curat�d t�a�pt��nt of identifi��tic�n, and acc�e�sion�d {�epQsi��d}�n��a pe�rnanent a�d�c�redited ins��tuti�� fQr rnai�taining��ssil coll�c�i�r�s,�u�h a�th��an Sema�din���ur��y Mus�um af the�ec�lagY Departm�nt at the Uni�er�ity�f�alif�rnia Riv�rside." . 4�. Upon Completion �f ����tru�tion ex�a�ratians th� F'roject I�a���nt�lvgist s�r�lE submi� a � manit�rin� r�po�-of-fir�dir��� and sir�nificanc� �vr �evi�ew and a�}aroval �y t�e ���r �f T�rr��cu�a. �'he repc�r��►i�l �e a sh��t l�tter if no fic���ils�re fa�ur��. I�fc�ssils are�our�d,the repart sha11 i��lude the ���I�wing: a e��alogue of ar����ssil� t��s�rve� andfar�a�va�ed, a brie��ta��rne�t vf any sal�r��ed fa��il� an�the r�pc��it�ry�ther�the sa�vaged fc��sil�were ace��sic�ne�). �4pprc��r�l c�f the final r�port c�f findir��s by the�i#y flf T�rneeu�a�igr�i�ies the —�- cvm�letion af the pra�ram t��nitig��e�ny dev�l�pm�nt impac#�fi�encc�u�nter�d s�gni�i�an� p�l�c�ntolog�cal res�ur�es ���s�ils}�c� a Ee�s�h�n si�n�fi�ant lev�l,'� �4�. A c�py of th�e F�ougt� Gra�ing pCans sh�ll be �uk�rnit�ed and apprc��et� �y ��t� �lan�ing C��vi�i�n. P��i�c��rks De��rtm+�n� ��. �s deemed nece���r�r �}r the [����.r���n� vf Public W+arks, the D�v�laper �h�ll receir�� wri�en cJ�aranc��r�rn th�fiol�awing��en�ies: • a, S�n C�ie�a Re���nal Il�at�r t�uality Corrtr�i Board � k�. R�versida C�ur�t�Flo�d Cr�ntrol anc��tVa�er�c�ns�nratian C?istrict �. P��nnir�g C�ep�r�ment d. D�p�rtrn�nt�f Publi�Works 4�`. ��radin� F'I�n sha�!be pr�p�ar����a re��ste�ed Giv�l �r���r�eer i��ccc�r�ar��e with�it�r�f T�rne�uia �tandards an� a�p�ov�� b�a the D�p�r�ment af F�ubli� Il��rks �riQr to c�mm�r�c�m�nt of any gradi��. Th� ��an sh�li ir���rporate ad�qc�ate ero�ior� c+�n�ral m�a�ures to �rate�t th�site and adj�i�in�properti�s from damage dua�o�ra�i�n. 4�. ���ails R�pa�sha�l be prepare�by a re��stered Civil ar Soils En��neer an�suk�mi#���tv t�t� �e��rtm�nt r�f Pu�lic V�lorl�s�tith#he ini�ial�ra�ir�g��an check. T��rep��t�hall ac�d�ess�11 soi�s�and�tions��the�ite����pravid�e rec�mmenda�i�ns f+ar the c��structi�n c�f en�ineered �tr��tur�s and preliminary�av�ment���t�r�ns. �:1Plannir�i2t1��1PA4�2�Santi�ga and Jc�hn V�tamer i��'1'PI�ItPlanni�gtFINAL��iA's.�c . '12 ��. ��e�#e�hni��� R��c�rt sha!!be�r��a�ed b�a r��istere�en�in��r�r�ngin��ring c�e���gist �nd sukzmitt����#he D��artme�rt c�f F�ub��c�Ic�rl�s wi#h the �n����� c�rading plan c���k. '�h� �e��r���al[s�dr�ss sp��i��s�udy z�n�s a�d identi�y�r��gea�e�hr�i+�►1 haz.�,�ds fv�th��i�� �n��udin� ��ca�i�r� ofi f��its �nd pc�te�tial for [iqu���ctic�n. The repc�rt ��a�l incl�rd� ���c�m�ten�a�ic�n��ta mifii��,t���e ir�pa�t t�f��ound�haking and �i�uef�.ctic�n. 5Q. A L�rainage �t�d� shall be pr�par�d �� a re�ist�r�� �ir�il ��c��ne�r �r�rf su�m�tted t� th� D�part�en� �� P�b1ic �orks r�ith the ir�itEal gra��ng �r�n ch�ck. 'Tt�� �t�d� s�ral� id�ntif� stc�rm�nrater r�n��quan#i#ies�xpect�d�r�arr��t�e d�ve�a�m�n�c�f�h�s��te�rr�upstre�m of th� � site. (t sh�l� i��n�if�ali exist��ng ar pr�posed ��•sit� or can-�i��f p�abfi� �r prirra�e, �raina�� facilities inte�d�d�a disch�rge this runvff. Ru��ff sh�ll���anveyed tc���adequate���all capable of r�c�i�ir�g tMe stc�rm water rur��rff wit�ou�damac�e ta public c�r private prop�r�r. Th� �tudy sha![ in��ude a �a��city �nalysi� v�rifying the ���qu�cy +�f a�l fiacili�i�s. Ar�y upgr�d�n��r�psizing c��dr�inag�facilEtie�n�cessar�r t�ct��v�y th�str�rrr��at��runoff��ll be prc�uided as,�ar�c�f dev�l+�pment ofi this�roje�t. The ba�i��or analys�s and de�ign�t��ll k�e��torm wi�h � r�curren�e interva�vf vr�e hundred year�. �1. �c�n��ructir�n��h�s�p�lluti�n pr�ventivn c�n�rc�l�shall b�c�n�istent�ri�the��#y"�Gra�ing, �r�asivn & �edirn�r�t Cantr�� Qrdinar�ce an� �ssociated t�chnical r�rar�ual, and the City's st�ndard n��es f�r Erasi�n �r�� �edi�rne���vntr��. 52. T�� �roject ��a�� €�emor��trate �overag� un�er tl�e ��ate NRD�� ���era� �'erm�� �t�r �r�nstructic�n �ctivi�ie� �y pr�a�idi�g a c���t c�f��Wa�te Qischarg� Ident�f�ca�i+�n number �I�I'D1C�) is�ued b�t t�e St�t� W�ter �esac�r�+�s C�nt��l Ba�rd ��WRGB�. A �tvrmv��t�r P��luti�n Prev�nt�a� Pl�n{��IIPRP}��al��e a�`a�lable�t th�s�te�t�ro�ghout th�+dur�t�c�r��f C41"l��CLJCtIt�l'1 c"�G�111'I���i�"'a. �3. The C�ev+elop�r shal�past s�curi�y and er�t�r ir�to an a��eem�nfi�uaranteein�t��grading and erv��t����ntrc��im�rt���rr�er�t�in c�r�fc�rrr��r��e vwith applic�ble�ity��ndar���nd sub�e�t to a�proval by the �e���tmer�t�f P���ic��rks. � ��. �t fl�c�� miti�g��it�n char�� shall �� paici. The Ar�a C�rainage Pl�n ��e is p�yable t� th� �iv��s��le�ou��r Floc���antrol ar�d�later�ons�rv�tion District by e�ther ca��ier's�h��k�or mrsne�t Qrder, p�iar t�issu�nce of permits,aased�n the prevai[ing�r��dr�in��e plar�fe�. Ifi the fc��� Ar�a Drai�a�e P��n f�� c�r mitigs�i�n �h�rge has alread� been credit�c� �� this � p��p�rty, no ne�r�arge �ne�ds to be paid. ��. �he�pplic�.�#�hal�Gomp�wi�[��1�� prvvisir�ns����a���r 8.24 c�f�I��T�m�cul�I�luni�ipa� Gade�Habita��ons�ru�t��n)k��payir�g the a�apr�pri�te fee se#farth ir�tha�C?r�inancr�t�r b� prav��ing dacum�nt�d evi�der�ce th�t�he���� ha�re��r��dy�e�n ��i�. �fi. �'h���vel�per sh�ll c��tain I�tt�rs c�f�ipprt�v�l�r easement�f�,r an�a�f-�ite�vork perfor��d �rt a�joirtin� prt�perti�s. The I�tter� or eas�m�r�t� s�aall b� in a f�rm�fi as direeted by�1�� �+�par#rnenfi of Publi�W orK�. ��. A11 Ic��c�r�►inag�shall be dire�t��t+�the drivew��r�y side ya�d��air�age sr�ral�s ir�dependen� af�r�y�th e r�t�t. G:1Plannin�l2DE�i1PA0G-0�San�a�a and Jahn i�Uamer Rd TPM1P'tanninglFINAL GC�A's.�t�c t3 P��{��TC� ISSl1A�I���t�F BUI�.�tINt� PE�IVIIT� G:1F'lann�ngl��tP'A0��22 Santia��a�r�d J�hn Wamer Rd TPMlPlannir�i�INAl.CpA`�.do� � 14 ��!'� �C°�11�gl���� _ 5�. Prir�r t�is�c�ance c�f bu�ldinc� ��rm'rts,��te ��vefo��r s�a[I �urr�ish t���e���i��c�f th�r�ater system���ns ta th� Fi��e�'revention Bureau far ap�rnv�l prior t�instal�ati�n. Pl�r�s sh���b� sign�d by a rec��stered�ivi� �ngineer;�ntain a Fir�Prevention�ureau apprc�����i�n��ur� ��cack;$nd�anfarrr���hydrant ty�e,I�c�tion,spa��nc�an�minimum fire flc�v�r stan�ard�. After t�e�lans are��r�ned by th�Ic��a�wa�����rnpan�,the a�i�inafs shal!k�e pr�s�ented t�the Fire Prev�nti�r���reau t�r sign��ure�. The requi��d�rat�r s��+�r�'rncluc�ing��re hydr�nts sh����b� in�talle� �n� accept�d by ti�e appr�priate w���r�.c��ncy pricar�c�an��amb��tib�� buEl�ing ma�erial� bein� pla�ed ar� an ir�div�dual IQt (�F� 87U4.3, �0�.�.�.� ��c� Nationa� �i�� Pr�t�c���n Assc�ci�ti�n �41-4.'��. �9. ���ar �� is�uance vf buil�in� p�rimi� �'�r� sp�r�kler p�ar�� sh�l! be subrni�ted �c� #h�� �ir� P'rev�ntit�n �ureau fc�r �ppr�val. Thre� set� of �prin�c��� p[�n� must b� su�mi�ed k�y the in�tallrng cantrac��r��t�e �'i�e �'�e�enti�r� Bur�a�. P�ub��c'1�'orks [�ep�r��'n�r�t GD. ParG�l N1ap 3��3��hall b�appr�ved arrd recorded. fii. A Prec�s+��rading P�an si�all be submi��d t�th�De�a�tment�a���k�Jic l�t�rks for rev��w and ap�rc�vsl. The buil�ing pa�sh�al�����rtifie� b�a rec�istered�i�i1 �ngin�er�or���atic�n and ale�atic��� an� the �oi�� �n�inee�sh�ll issue�r Fin�� SQi�� Reporfi ad�ir�s�i���c�mp�ction and site �andit��n�. . , �� ! r � ' . ���nr�it��an rr�+�v�d fr�� "P�is�r tc� �u�ld�ng 6�err���s'�to Public W�rks t�+�p�rtrn�n�"G�n�er�l �$+�uir�rner�ts"at����t€�r°� H��r�n�art '1?.���1�0���. E • � � r � � • ` . �G�11��tiOrt rt��ve+d fr�m"Pri�r#a Bu�iding P�rm��ts"to Public""�Vvr�ks��p��tment"G�ner�l R+�qu�rem��t�"at�ire�tc►r'� H��ring Qn 't?1�412���}. ��. The C��v�fap�r sh�ll p�y tc� the City th� Q��a�» �aci�itie� �e��laprx��r�# tmpact F�� s� req��r��b�t,ar��in�.�c�rd��t�e with!Chapt�r 1�.t��of the'r`�rn�cul�IVlur�icipa!C�r���nd�JE Ft�s�iutNons i�n�lem�ntin��hapfi�� ��.{�f. ��. The C�evei�pe��F�afl p��to�he City th�1��s�ern F�iversi�e�a�n�r Transp�rta�ic�n Un��orrr� �Vl�tigat�c�n ��e �TU�lF� Pr�gram �s r�qui��d by, and in acca�dan�e wi��, �ha�ter 1�.�8 c�f � th�Terr��cula �uni+cipal G���and a�l R+�solutid�n� Emplementir�g G�a���r 15.08. T'�m�cul���mmunit�y�erv�c�s L��prartment � ��. �he devel�per shal� prvvide T��t� ver�fi�a#i�n �f arrangen�ent� rr�ad�e �ri#h the �ity'� , firanc�ris�d�al�d was�� h�uler#ar���disp��a�c����nstructi�r��i��ar�s. ��. C�uir�b��ees��a�l b� pa�d pur�t�a�tt ta�ub�ivisi�n �3rd�n�,n�� 1�.�. �:1F'�anr�ing12�1PA06-�t)2��n#iag€�an�l JQhn 1Namer Rd TF�NI1PI�r�nir�glFlNAI.Cp�1's.do� 15 4 ' ����i R�Y '�V����1/"� ����1I����i Q:1Ptanning��(�SIPAU6-0222 5�ntiago a,�d Jcrhn'�''at�er Rd TP�A�'IanninglFlNAL C�A's.drac 16 Fi�e P�rev��ti�r� ��� Prior tc� issuar�C+� ���C+�ttifcate ����cc�pan�}�or t�uild�t�g fi��:�, ��lue Ref�e�i�re �I�rker�" � shall b�inst�lled ta idenfify fire hydran��t��ati�ns (C�'G��1.�.�}. �8. AI[ m�nual ar�d e[��tron�c gates vr� ��quir�d �ire Departmer�t ��c�s� raads or g�t�� ab�tructing Fir� D�partm�n� bui�dir�� ���e�� shail b� pr�►r�ided with the Kn�x R�pid entry sy��em f�r em�erger�cy acce�s k�y fir�fii��ting pers�r�r��e� ���C 9�3�.4}. � �9. A�pro�ed number�r�ddresses shall be prarrided�n al!new an��xi�tin�buil��n�in such a pvsitian as tc�be p[a�rtly v��i��e fr�m the street ar��ad fr�r�ting�t�e prc►p�r�jr. Numbers shall �e c�f� ��ntra�ting co�or��their ba�kgrQund. �ir�c��e far�ily re�iden�es shall �ave�our��) ir�ch num�ers as�p�pr�ve� b�#he F�re �'r�v�r�tian �ur��u. Publ���'arks �epar�rnen� ��. T�� prc�j��t sh�ll d�m�nstr�t� �hat the p�ll�ti�rr prever��ion BMPs ��tlin�d in th� '�I'VC�MP have been cr�nstructed��d installed in cc�r�f�r�nance with�p��oved pl�ns ar�d are read�t fa� imrnediat� irnplern�r�tation. 7�. As de�me� nece�sary by the D���r�rrien� �f �c�b�ic Works, �h� I�eve�aper shal� receiv� w�itter� �I�aranc�#rom the f�llc�wir�g ag�n�ies: . �. R�ncha Cal�fornia V�l�ter[�i�tri� b. D�partm�r����6�ublic War�s T�, AI� necessary certi�ic�tio��.and �I�arar��es fram eng�ne�rs, utility c�mpanies �n€� publi� ag�ncie�s�rall be �ubmitt�t� a� r��uir�d b��he Depar�ment t�� �'ub�i�ilV'vrk�. 73. �!� impr��r�ments sha�l be cvnstructed and compl�#�� per th� appr�v�d p��ns and �i�r �tar�dards#o t�r�sa�sfac�i�rt ��the �i��ctor af Pu��ic V1�arks. 74. Tt��existing imprc��+�r�ent�shall b���v�ew�d. Ar�y a�pur��r�anc�dam��ed or bre►ken due t� the+can���uct��n c���ratiQn�of�h�s�r�j�ct sha«��r�pair�d�r rern4v�d and re�laced t�the satisfaGti�n��#h� Dir�ctor�rf F��t�lic�lt�rks. � G:11�Ianni�g120061P'A(��22 Sant�aga r��d J�hn VY�mer Rd TPM�PIannin��tNAL C�A`s,dt� 17 �?UT�I�E�ACEI��1��' C:1Flannf�g120D�'i11PAL�6•i}�Santia�q and Jol�r�1�Vamer R#TPM�IannCnglF1NAl.COA"s.�s� ?�. The ��pl��ant sh�ll �c�r��r�y wit� �h� attached I�tter �a��d �eptemb�r �, ���fi �r�m t�e Rive�side Ca�nty Fl+��d Cc�ntro�. ?�. �'h+� app�i�nt ��al� ��mp��r with th� a�tach�d le��r datec� Ju1��8, 2Q�� f��m the R�n�h� Galiforni�iNater���trict. 77. 1'[��applicant�hall c�rr�ply u�ith attac�ed I�tt�r da#ed Septernb�r 7,2�Q��r�m�he Svu���rn �aliforr�ia+�a� ��m��ny. B�r pla�ing my sigr��ture �ef��r, [ c�nfirm th�at I hav� resd, u�derst�n� an�d acc�pt all t�e abc�ve Canditions af l�pprav�l. I furt�er un��r�tand t��t t��pr��e�t stisl�be maintain�d in cvn�fiormar��e w�th these Cor��iti�ns�f Ap�rvv�l and tt�at an�r c�an�es 1 rnay wish ta r��ke to�h��roject shall be sub�e�t to Corr�r�ur�ity Dev���pm�nt[]�p�r�mer�t ap�r�val. . 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In addtbc>n,ir�orm�c�n r►�a generaf r�r��s p����i. � Di�#t��t rewtie��red tt�eprvpars�d p�er,��rr deta�l�nc##he f�lo��tir���ed t�xtr��s dd nt���y ay r�a�titute t�rr i t�istr�#a r+av�i+cx��ment of#h�p��poses��oject w�+res�t+�flr�"hazard,p�ubl�f�ealt�t� . and sa�ty���t at�r sud��ssue. � � . �,., Nc��t�ment. . � � � ' , � � . ` � �,_ "�'his�� w�uld not �e� i�np�t�d by C�istrir�� �llaster �rair� �1an fac�li�ties nor are �� #ac�l�ie� �# reg'ica►t�!�tt��t propos�+i, . � ` � T#�is �J� �tt�rolv�s D'r.�tr�t Mast��` Pt�r� f�i�'�es. '� t��trict witl �a�;�st o�rn+er�h� �# such #��`ili�ies �t r � writter��u�t t�the Ci�ty. �acil�'es tnust be t~�n�tru#�I#a C?�s�n�t� dards, ar� stri#pta�+check at�d , � ir�p�dior� w�� be r�qu�red fr�r C►is�ct�cept�n�e. Ptan c�eck, �n:�p�ction �� a�mmin��#a�ve �ees wi�� b� � � r�u�r�cl. � � . . 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C��sign ��rar�+��e�s �ar Th� ��s �c�mpa�y shal� ir�clude: * ��nsider�tic�n � gi�rer� t�th� �afe�y��+�+ur pip�lin� �uring��e d�si�n ar�d cons�ctit�n s�g�s. � �1� �nech�nic��.e�uipm�nt w�ll be �rmitt�� ta c�perat�r�rit�in#hr�e � hori�or�t�l �eet af th� p�p���rte, a�d �ny cisa�er wo�k rn�st b+� dan� b�t ha�d. _ _w . _ _ . : __ _ -� _.,C - .�__ -- - .��-�:��:;� :���-�prese�tat�ve"of T�e��� ��rr�par�y mus�r�bs�rv�tri+� e�c��ra�i�r� _V_ .... . ... . _ -- . _ . _-- - - . - - - .. ����� ��near caur fac��it�es t� ins��re �rr��e+e�ic�� ar�d��► r�car� p��in+�t�t � �ia�� r�e�ss�ry�t��'��tr t�per�ti�r�s. .. �,Ipt�n r�t�uest, �t ��as�t�nr� (�}warki�� �l�y� �ria���a#�� s�r��f . _ -- � � �-�� �ron�t����t�r�, w�u�ri�� �c�ca��e and r�ark a��a�tiv� un��rc�r�urrd ��cil�#ies���.�:- . .. ,_� . -. . - W - -. .��h� cr��tra�ar at n� ��t.� ��e��� ��f Llndergr�u��i ��rvi�e Atert�tJS���t � {8�t���22-�'133. . �n�ang�nne�#�for��m�a►r�� to ���n���y an� �b��rve c�r� b� m��� b� �alling ��51���5-�l?f 2 �nrc�workin�d��s ��c�r�a th� s��rt of�+ar���ruc�tion. �e wou1� a�pre�iat� i� if�r�u wauld pla�� � �nate on y€��r plar��#v tha� � effe�. � �,, , - . . . -� Y ' . . � � . � . � . . �-`� .. , � � �1�C1��SC�'tE'�Uf� � . ����� � �, . . � R�» TP�It�35{�39-�ubd�v�d�-�ar�ti��o�,�t�hn 1�arner R��ds�»�'err����t� V1�e�nr��l als+� r�quire�fin��" ���ding p��r��a�d cc�nstruct�ort �ro�i�es �ri�►r tc� � � � the�sta�fi o�c�ar���cti�n. � . �fi�hin �h� iimi��c���r��r�ropc�s� c�r�����ti�n, if yo�u i�a�� no# ��r��d� � � �dr�ne so, ple����nta�:t th� �a��Distri��ti�n �t�it�n �f Th�e ��s Com�any � � �c�r int�t��ti�►n or� #h�ir pipeli�es. 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'I'h�� t�rx�� ��ner�.11y con��s�s t�� s���y �a��c� (�r���'i�d S��Is �Iassif ca��an � ��1} t��a� �� b� �esGr�be� as da�� gr��T brfl�, fi�� �t� ct�ars� �xain�c�, �ni�nor . �xa�x�I, abur�d�.t �i�-�e�, ;r�ad�z�a��l� sc�rt��, dry �t�p � tc� .���`�:} tc� sli�;htly �n€�is�, l�o�e v��th �kaundan�pi��poiz�t pores an� �n�r�o��. �.�' a�,� i� ,r������c�rnc ����,,,����4 ��di�.��nta� �aedrock c�z���� �f���� �a�� P��i�tac��.�-a�e P���a�'c�x�m�tzc�� �vere abse�rve� ��th �.t �he gr�u�d suz•�ac� an� at �hal�ow d�pths �h�•oughout �.h.e subje�t si�e and e�ctended t� �he rn�x�mum dep�h e��p�ar�� c�� SO-f� b�� ��`.�.�., 2���}. �"��� �ed�rac�. �.ate�r�al� c�� be de�cribe� �s ii�te���dded si�� �ands �Unif ed �oi�s Clas�i�'i�a�i�� �- SM}, ��nds (��}, a�d Si�ts �I�L�, �e ���ty S�nds encoun�er�d d�.u-ing our su�sur�ace inv����gation can g��eraily be �eseribed �� n�ediu� brow�, �z�� �o �oa��e grained, rninc�r grave�, �nQ�erateiy to ��ell grad�d, w��ly �e��ent�d and n�a�erately �e�rr��eab�e. Th� �z��s can b� d�sc�•��et� as ol�ve brown, ��.aQ�st, dense, and micaceous�nd c�ayey�n part. Nl�nor �nc�unts of co��u�vial sa��s �o�sisting o�'dar� gray brc�w� sand� �`i��, �ML� t���.� can �e desc�•�b�r� as da�k�ra�ish���w�, �a�.d�in�art, v,�ith�u�nerc�t�����.po�n�p�a��s and fine�fl��s. 3.3 �r•n r�r� ��r���� ��-c��d�v�.���- was n�fi �n�oun���ed �.����ag �u�- s�.t���ar�"�c� ��p�c��a��a� �o the n�a�im�n ��pth �xp�ore� of 5Q-ft b�lo� �he ��is���g �ad s�-�'�ce �vi�hin ��p�arat4r� borin� �-��. �'�.� silty sands we��damp be���v��n 2S �Q ���� bgs at�o�e �.h� s��t� ����un�ered f�•�m a�p�-c����at��y 4� �o Sa-:� b�s. �c�v��evez, na �ce ��te� ��� ��.ct�u;��ered �i.���in �.��e ex.��ora�c��y l��xing�. B�sed o�� o�r revi�� Q�' hist�r�c ��ound��at�r �ata {�anc��� �a��r L��sf�.c�, �'��4}, �i��.�ric hig�� ��raux�d�fat���s a���zc�patec���be�mir�imurn of 6�-�t be��w t�:� ���er e�eva��c�ns ��`���e subj�ct �ite. T.F°�.L.Sc�ils C�n���ay,��rc. �.C>.�4.65�60t.t?0 ��s. �'�.���t��n��a��� �u���t 3, 2��� �`a�e 4 J�� { ♦ a t . .. . '• . �e az��icip�te that t��e �l�u�ial�co���tv�al s���s can be exca�r���d u=i��� �asc utiii��n,� c�n�ve��tia��l �rad�zag equ�p�nent ���.terpi���r �33-�9 bulldo�ez� c�z� �quzv��I��t} i�� ��•a�e�� �vor�in� e���dztzor�. 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T�.e E�siz�o�re �au���o�.e �Te�.ecu�a se�zx�en�} is charac�e�ri�ed as a �ig���lafe�al st�rz�C� sl�p f�.ult wr�h a �a�al ��n�. of��prc�xir�atel� 4�-k�l�metex•s ��T�MC�, ��9f}. The �tate Qf CaI��'c�rnza �as assi�ned ��e ��sin�re Fau�� �Te���eu�� segment} a sli� �rat� of� �c�nl�rr. (�-/- 2 mn�I��.} wzth a r��urr�n�� inter��l of 240 year� (��I'+��, 1995}. �"his fau1� s�gr�e�t l�as be��. �ss�gned a�axir�.u�n�on�e��t magrii�ude of�.8. �is#.�r�cally, sign��'ica��,� e,�r��r�uakes ca�sin� stron� ground sha�ing ha�ve �acct�r�red �n Ia��� �nd ����ona� fau�ts ���r �he s��e. �'a ��r��uate h�sto�ic�� se��mzci�y� we �i�ve utili��� � cc���u�e�r sta�twar� prt�gr� ti���d ��'�, �hich u�il�zes �n ���thqua.�.� d���bas� cc��npii�c� by �aii�`ornia �"'e�chnica� Zn�#:itut� �o ��1��� eaz�hqu�.�.�� af var�ous �a��.it�de �ha� ��ve accu�red �����in ��peci��d r���us a�b�ut�he s�te. �. to�a� af �3� �a��hqu�kes of rr���;nit�xde �.� or gre���r ha�� occu�-xe� w�thx� 1��.�- ���om��e��s {����rr���e�) �af t�e s�te ��nc� ��3�. 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TU'�l�t�#E��EV�NTS t��l�+�,C3T: �5'f MIL.�S Tt)T��.#�F EVEf�TS wM1ItT#�IN aEAR�t�i�,+#C�IUS: '13� MA�Ni'�'UQ�DlSTR�SUTIC)�C��S�tR�H R�DIt�S EVEt�Ts: �.�-5.9: �2t� �i.t}-8.9: '�3 , T.�-7.9: � 8.0•8.9: � �LdSEST E�I�NT: �.9 �'?h€�NtC)N�3AY,S�i�'F`E��ER?3�1�3�OCAT�I�AF'��tC1X. 't� MIf��S Nf3��'H�AST{'}�'TH�SlT� �.A�G�ST a�VENTS. 7.3 �N S�1�IE�AYx JEJN��8,1992�,�'lCAT�17 ARPRi3X. �i2 �VIl11..�5 Nt7RTi�EAST AF THE S1'CE 7.'F �N SATt1FtCtAY,C)�TQF��R 16,'�89�LC►CAT�b A�PRC��{. f�� MILE�F1�7RTH�A�T Cf�TH�51TE �.�' ()N MC3ND�1Y,JAt+�UAFtY'!7,19'84 LOG�ITED APF�tQX. 94 �il�ll..ES�1QFtTH1�f�ST OF TH�S�TE �.7 ON SUNC'IAY�MV�AY 19,'l94C1 Lt)CAT�D APt�i�C3X, 'TQ8 MiL�`��C�U'�N��T��TNE SI�'� • 6.6 0►N TlJ�5�3�Y,�EBRUARY 09,197i �.C�AT�Q A���4�. �� IVItL�S NaFiT�11�E5T t��7H�S!"�� �t��f�� � � I��. Yv�t�e.A.�#,�}a(�n�r �.u�;ust 3, 20�� P.��� S • . , �i� T�e sz�c �� �c��at�d ap�r�axi�at�ly 2�k�l�n�e�e�-s f�c�m the ���in��� faul� (T�n�ec�la �e�r��e�.t} ������� �����. ,�•4, �"�.� Ei�ino�•e �'ault �Temecu�� se,�rn�nt� is repo�ed a� a�'��� fa��t �I���, ���8; a�d �t��1 ��� �`�.b�e ���U)�n t�e��icinit�af�he subje�t sifi�. The site is ��it�i� S��sn�ic�oza�� ���3�1 �BG�i�ure ��-�,`�'���e I�-I}. The s�iI pxo�'i�� �'c�r th�s�t�is����4�� C�C�"�.�al� ���3}, . T�e�ea��ourcc� a�c�Zeration��} �.nd v�i�cit�r��) v�ith r�s�ec��a the su�je�t s���are �.3 a.�n.d p " �.�,re�pectiv����2��� ����'able� 16�� �.nd ���T}, T�e sit� �ezsz��c ���f�cz�n�s c�f acce�erat�az� (��} az�.�. ���Qcity ���,� �� �.���� �d 4.����, z-���e��i���y(�0�1 ��� `�`ab�es ��µ��.nd ����.�. Bas�d ��� th� ab�ve �����sy �h� �c�ef�c��nt o�'accelerat��n �(��,� i� �.5� az�.d a �oef�'icie�� �f v��c�c��.y(C���s �.Q2� tc�r��e s�b��ct sit�. �k� �l`f..i li 1�� ^,�f1��i���. ����� �,� �_,,,1�,il��a��1 fi� �o�l lic�u��'ac�it�n is t�.� ��ss c�f sc�x� �tre��;th du� tc� increa�e� g��e water p�es��.���caused �� a � s�gni�c�r�t ground shak�ng �s��smi�� even�. �..iquefactzc�n ��p�ca�I�� consis�s a�' tl�.e �eM �a-�a���;e��nt a�th� sc►�l p�-�ic�es �xa�r� a de�ns�� cc�n�a��on �esultin�, zn ��is �ase, in Iaca�ized a�e�s �af�e��exz�ent, s��. boi�s, a.nd �o��'ailur�s. A�r��s u��e�•Iai� by l�c��e to r�led�um-d�n�e cohe�ion��ss sc�z�s, v����� gr�uz���water is �r�t.�.�� 34 �o �� �eet r�f�he surface, a��e p�icular�y s�.scept�b�e �h�n �u�b,��c�. t� �r�un�I �.ccele�a�ian� �u�h a� t�ose �ue ta ea.�-�hqu�e motian, �`he �rqu�f�.ct�on �c�ten���l is gene�r�.�l� cpn��dere� ��ates� x�a sa�u.ra�ed i�ase, ��t��r���gra.ded f�ne-g��ained san�.s ���h � z��� gr�i� siz� ���t�) in th� ras�ge o�`(�.t�'75 to �.2r�.. T��i�all�, ��qu�f���i�r� ha� �. �relati�Tel� �o�� pot�ntia� a� d���h� g;�`eater f�� 4��f� a�d is vi��t�ally u�.kn���be�o�a��p�th a�6���.. �:r�ced�r�s �u��ir��d �n tvvo pub�i�at�on�, �} Thc �'ruideliz��s faz ��va�uat�an �� �z��gafii�n �� �e���nic �a�rds in ���i�`a�rx��a, ��recza� �`ub��ca�xon ��'�: D�pa�.�e�t af �c�������i��, Divis�an a�` It����� ar�d ����c�gy �1�97}; and �� �ec�mnr���nd��i�ns f�� ��npl�me�.��t�fl:� of �h�� Spec��l �'ubiicat�c�z� �1�: C�ide�in�s af Analy�in� �1� I��itig�tion, �.����facti�n Ha:zard� in ��lifornia: Sout�ern ���ifarr�i� ��.qua�� C;en�.�r L�n�v�z-sit� �f. South�rn �aliforn�a ��99�}, provid� for� "scr��nin� s�udy'� �n li�u of a c€��ple�e liquefac�ipn ar��,lysis. T.x.�.s�a�s cc�n����,y,r�,�. w.o.�o.6so�o�.o� �s. �'ve�:te.�.��.t���ny Au�;�st �, 2�0� �a�� �a �t is auz� opi��an tha�, due �o t��e abs�n�ce of s��.��a� �±Gt���'�) g�rc��r�du�at�r�Rancho Califo�ia �aler�7�stri�t, �984), as �r�ll as th� m���um-c�e�.s� to de��s� sed�r��.entazy �e�.�roc�, under�y�ng th� subjec� site at t�.� �;���u��d surf�ace, ��q�,ef�.�t�c�n and a�h�z� s��I�o� ���o�znd��va�ez z�e�at,�d hazards a���not antici��t�d, a�d�ur�he�ana��s�s app�a�s t�b�unw�ar�t�d���h����:me. , The ��-��osed buiid���pad� �i�� be fa�n��d entirely in ea�gzneere� f��I a�er��ir�g s�d�ment�.� bed�ock. Base� a��. �h� �bt�ve info�m��i�►n, �he l�qu�faction po��nt�a� i� a��i����,t�d ta �� ne��igz�l�. � � . .,,.,.t- _ � �.� �.�,L1�ti �rr� .�r� . �z�ound ru��urr� d��r�,� a �ei���c event n�rma�ly occ�,tar� alon� pre�existing f�u��s. � C.��ux�� �� ' the a��ence ��'�ow�a fa�I�in�on�he �u�,��c�site �Ken.nedy, �977 c�Zz. �'an �����nedy, ��0��, �r��:i�g af�he grt��u�d d�•�ng� sei�rnic even�is�.nt���p�.��d to�e ���r. �.� ` ' � A���aropos�d st�ct��� ��Ii be�`c►t�nded ��.rned��t�d�ns��o dens��ngineere� �l� c�m�aac�e� �0 9�°�a re�at��v� c��n�a���can {as de��rmin�d by AST� �.5�'7}. The s�t���n���at�Qte�.tia�, und��• se�smr�c Zoadi���eo�.c���io�1� for thes�onsxt� n�aterials is a��i�xpa�ed�t� b�negliglbie. 5.� ��l.i.�ing �a �;�omorphic exp��ssion �f �andslieting �r slo�e i���ability �as ����d d�.u•in� c�ur aerial ph��a�raph e�arz��na�zon oY• si�� n�ap�zng. �� genera�, th� pot�z���a� �'�r- la���s�idin�, c�u���a� a s��sr��ic even�is�€�ns�d�red neg�i��b���z��er cuz�rent con.�it�ons. �.S :Bs�rJ� P�a��n� Th� subj�c� parcels �re ur�d�z•la�a� �� �edim�nt.�ry bedro�k un��s �K�nne��r, ���7 & '��� � �.��a��dy, 2���) ���at �� fr�e c�f 1�.��� xocks. �T'he pc�t���ia� f�� �rc��kf�.�� �s a.��ici��.t�d �� �e �a�. S.� �a�as�de��xng t��e �ocatian c�f���.� s��e in r�la�ior� to ��r�e b�die� of wat�r, se���es and tsun�m.is are nat canside����.potet�ti�!��a�a��s of�he s�te. fi.0 t�`t"��3"C��,�r��t�N� • `�hc ��apos�d dev��ap�nen� is f�asibi� f��t� a geatec��.nic�.I s��.dp�int p�c����e� �.he r��cdr�r��ndat��ns pre�ented �n�he f���owf�g sec�ians a��adherec�to dur�n�����de��lopn���t. T.[-�.�.5oils C�,rnpany,Inc, W.Q.N4.6SQG�1.�� M��. �'�e�t� l�nt�on�� ��.u�ust 3, ����a �a�e '� • Loca�ly, sed�m��.�a�r bec��ack u�1�fs of�:��e �a�e P�e�st�c�z��-a�;e �'auba f�rmafia�� a��� �xpa�ed �o��� a� tl�� �ro�nd �urfac� aar�� at sh�allo� dep���s �lu•ou����u� �he �ub�ect s�t� (�.��u��d�> 19�7 � & �"an � Ken���d�r, 2040}. �ina�r azxzou�ts� c��a�1u��a� s�ils �t���) wer� enc�u���ered ��vit��n the�ra�nage swal� �o�ate�on Par��� 3. . • G�-a�ndwat�r was ��t encc�unte�e�I d�zr�ng au� subsurfa�e �x�a�or�����a to �e ��i�nu�a. d��th . e��a��rc:d o#' S�l-�t b��c�w �he �xis�ir�g �a�. st��`��� wi��i�. �xp�or�tc���y bo�ri�� ���. The si�� . �ar�ds w��°e dam.��etween�� �0 3�-�bg� abt�v� th�si��s ��.count�r�d f�o��p�ra������1� �� , �0 5�-� b��. Ho�vev�r, n� �:r�� vva�e� �a�s enco�ara�e��d �it�-�in t��� �x��o�ra�o�y bo�•in�s. ��se� �n o�u�r �ev��w o�` �i�sta�-�c g�o�i.c��vat�r data ��.�,ncha �at�r Disf�c�, ����), hi�tc�ric hi��� ���ur�r�wa���z� an�ic�pa������e a��nimurn af�QM���Io��h�lt�w�r�levatians o��h� subj�c� �i��. , � 't�� anti�ipat� ��at t�� ���uvia��c€��luv�al sar�s c� be exc�v���d vvith �as� u�i�zzin� . ����v�ntio�al grad�n� �c�ui�am.�nt ��a�ezp��Ia�r �w� �t�I�d���r ar equi��.��za�� �n p�r�pe� wo�rkin� ����d���c��. �� a�.��c:ipa�� ���� the �edimen�y b�dre�ck z�na�e�ial� c�a be ��.cava�ed wit� amt�dera�e�a.se to mod�erat�d�f�cu�ty ut�lizir����n�e���ona� �rad����qu��ment����e�il�a��� 9 bulldc����ar equ��al.�n�� in�rc�per vvork�ng c�ndi�it�n. • '�'he �ubject si�e i� not lacated �uithin a �t�te c�f �alifo�nia Alquxs� P��o�o �'a�l�t �..up�ure �a�a�-d Zo��e tHa�t, �9�� c� �DM�, 20Q��. �'h� Eisin�re Fault ��ne (Teznecula segm�nt� is �ocated a�praxir�a�e�� 2.f�-�ilarn�ters sauthw�st o�the subjec� site. No active oz• xnac�ive �auZts ar�Icn.o�t�a�a tr.��e��s��h� s�t�(���.z�:�dy, �9'7��`�an c��.enned�, 2Qi}�}. • .�`.��C�urid z"Lt.p�U�'� dt�r�n� � ��iS��G eV�rit riUi'iri�.1�� aCG�� a�c�rig �1•e��xias�in� fau�ts. �win� t�r th� absence o�'k�c��nr��.faul�:iz�.�ran �he su�aject site ��.���edy, 197� � `�a�.& Ken�.eciy, 2Q���, b�rea�ing of th�gr�und duz�in�a��i�z�az�e�v�nt is a���c�pa�e�tc���lc�w. • Th� poten�ia� f�� s��s��ica�i�3 ��.�uc�d sei��ement, la���slides� �����a��, ���r�.amis, and seie��s a.�� �ons�derec���.e�;l�gi��e, • �`h��otential fQ�Z�quef�.�t�c��duri�g�,�t��a� ����n1ic e�ent �s c�n��d��rec� lovv� '�.�1 R�:CY�"IMN��`��'!���,�'Itl►N''4 '�.� �ir,���.,. -r�l �:.��'��w�nr�c , R.��ornm�nd�t�t�ns �or s��� de�e�c��ment an� d���gn�re p�r�sen�ed ��. t�ie ft���t�wxn�, ��ctivn� �� t�is r��c��. �he recc����nda��.c��s px'�'5����C� ��I'�;�Il c1S'�' �7I'����1�I1�� �.Tl� �I"l41.1�C� �� C0��11'i13GC� C�'�I'�Il�G0115��1,1C��4�1. T_1-3.��.fi�ils Comp�ny,Inc. W.t�.N�.£a5��i41.Qfl �s. ��v�ttc;.�.n���t�ny �.u��st �, 2��� �age � P�•i�r �o t��.� cor��Y�n�nc�me��t c�f��t� dev�lopm�r�t3 �h� site shr�uld be el�are� of an��v��eta�i���, �xistin� aspha�� d��ive�va�s; cnncr�te walkwayrs,.cc�t��Y�ete �ou.��dat��n�, water ��nes, elect�ic I�nes, e�:c., v�Fl��c_h s�.o�Id �e h�u�ec� c���s�te. `�i`�ae ���e���, p����- t� a.��.y sit� p�����.ra.�:io��, sho�tld arra��g� a��d a�t�nd a �ee�z�z�, am.on�; t�� �rad�n� cc�ntra��ar, ��.e des��n �n��n�er, t�e s��l� en�ir�e�r a��d/o��;ec�I��is�, a z•epresen���i�e of�h� a�prop�i�.�e gave�aXz�� autho���.i�s a� ���� �s _ . a�y� €�thex��once�.ed par��e�. A�� �artie� sh�u�d be g��tren a� l�ast A�8 ��ou�-s no�.i�+�. �arth�c��� � . s��t��id 1�e canduct�d in a�cc�rdance����a�he�eca�t��ndat���s �p��if�ed in t�is��part. � �.� Pr.����...�����`�r.�u�d � �'���r �a ��a�e��n� of ���, aIl al�u�iallco���vial soi�s, a�d wea��aexed b�dr�cl� s�ou�� be . r�n����ed untii� dense s�di�ne��a����.r�ck���� �s fir�e of pi�po�.z���c�res �d fin� �roo�s �+8�°r`� � r����i�e �o�paet�on as �e����n���d by .�.�T� D-�557� �� ac�icv�d. Depth� o�' �1�uv�a� ��m���I� �wi�����. �he d�a��a.�� ��al� t�n th� �����r��portio� r��F'a�•��� � ��d t�e s��t��nreste�•l� ���t�€��c�f P�cel I a�� antzci�a����c� vary�•�r�.a��.i�%�n.uzn c�f�.5 to 5.5�-f�belovv�h��ri�ina� �����a.n�su�•�ac�, � A. ke�ay s�c�uld be es�.�.b�i��Zed a�on� th� to�e �f any prapo�e� fi�� s�c�pe. T�e Qutside ed�e a�` t��e ke�u=ay sh�ul� �� fau�.de�. a. ��n���urn of 2�-ft in�� €��nse sec��inenta�•� �edroe�c �+8�°�o re�ative co�npac��a� as c���ermined b� ASTM D-�55�� and i�cl�ned. in�c� the hiliside �t a mi�imu� 2% �;radi�nt. T�ie ��yvv��� �xcava�ian s�c�u�d e�pose s�di�nentary bedra�k t��.� �� f�ree o�pinpt��n� par�s an� fine �ot�ts. Any la4se ��psail/col�u�ial so��� sh�uld be camp�e�ely r�moved b���n�hin�d��ring rough grade opera���ns. Depths c�f a1lu�ia���r��ovals ����hi�� t��e ke�a�� are�s ar� a�tze�pated t� v�ry from a �nzni���zn c�t�.5 to 5.5-� belau�7 the o�•i���.al �;��ound s�.u-face�n the auts�de ed�e of�he ke�}a�, �l�ere ��l is ��a��� over �h.e exis�in� �ig� �►�es�ur� gas ��nes �oca��d alan� �h� ��ster�y ��rt�an of�h� ���j�c� �ite, ��e ta� � �c� I�.��nche� ���.ou�d.be scari��d, n�Qis�u�� co�c��tione� �o z��a�r �ptir�.u� r��istu�� �� r�co��acted to � �in�rr��arr� of�0-pe�ce�zt of the m�i���� d�r ��ns�ty a� �eterrr��ned b�A�TM D�1��7. Ca�� s��u�d be tak�n to k�� h�avy e�u�p�.��.�o�� of t�.��xis��n��a� lin�s�hen.����r possible, �'x�or�t� pla�en��nt t���y ��i ��.t��r�a.�� onsz��,�he���a���� ea�th ma�e��a�s shoulc��ae sc��•�f�e�, mc�istur� �t�ndit�o�.�d, and rec��-np�.�te� �� �. z������um, ��' �O�p�r�en� o�' ��e �n��imuz�. d� �e�si���s d��e�rnined by.�,.ST�1�-155`�. 7.� ,�:il[.,Pl��cs�s�� A��raved ��l �atez�ia� ��ac��u�d be pla��d in 6 �.0 8�iz�c� I�f�s, brought �o a� ��as� c��ti�nu� � �aois�ur� con�en�, an�. c�n�pa,��ed to a a��inimu�n Qf 9Q°�'� af the �aa�i�rnum ��bo�r��ozy d� €��nsit�, as dete�mzned b� the �S'��vJ[ � ��57 tes� me�hc��. �o z�ac�.s, chunks �f asphalt �r T.H.�,Soits�om�any,inc. W.O.NO,650fiQ1.0� M�. Yr�el��f1n�l�r�za,y Au�u�t 3, �OOG Pa�e � ca���x��e lar��� �han � ��ch�s in diam�tez• s��u�d b� �.s�� as ��1 rnate�ia�. �.o��s 1�.��ger���r� 6 inche� s�xo��d ei���r b� h�u��d �f���te�r c-��us���d an�i used as ��� �a�e�•ial. . � . � - 7.4 ,�"�ii�l�`�11 T'r�t���i�i�n� . , �� C�t-ta-�'il� ����n;si���ns ��.ould be��im.inated f�om �ui��.�ng pad��h�z�e t�e depth of fi1� exc���s . �2-i���he�. �''��is ���uld �� a�com�Iis��d b� averex��va�in�t�� c���ar��t�n ara���eplac��ag�e . . m��e�ia�� a� p��ap�rl� �o�np��te� ���. L�m�fs o��xeavat�o� s�.���� �e �veri�"�e� �y th� p�roj��� . ` : �r�i� �n�����r. Th� bu��din� pad shauld �� ave�r���av��ed a m,�r�imu� a� �' beyc�nd f�� �u��d�z�� �'c��t��int ��r equaI �o th� ov�rex���at�on de�t��, w�����ver �s greater, ��caz�men�ed �e������'��ve���c�.�atior�are as fa�Xa�vvs: ����h�� Dep�h of w �1�� Clt1 "�3���'_��2'��.i�� (�.'�L� .PKt,�„�� #1tlY"I {;�11�'y�tlt`�.1�1�"1 � �o d�f� �.��ft � 6�-� �/�����of�`i1� t���in�.�r.r� Dep�.�c��'��-� 7.� ,�ir�r�e� ��il,_.�.�s��'R„�'`.�Z1[t�t'��.��► �� ��icipate tl�at cut1fi11 s�Qpes cc�nstru��:�d at � 2:� (�o�izanta�:�r�z��c��} sla�e rati�, to a �axi�.u� hei��t c�f�.p�roxir�a�e�y 30-�7 v�i�� �e s�fic�a��y �d gr�ssly s��ble if cans�ructed �n acc��-d�nce with #.�1� ���om�nenda�ions p��sen�ed iY ��is �•���rt ar�d i� A��endix C o�'�his re�a�, The px�opt�se� �4�-�ut �lc�pe �l�ned �r� �a����i � is antici�ated to �x�ose d�xa.s� sand� szit� a�:d �il� sands af�h� la�e Plei�tc�ee��e a�,e �'�t�ba �or�a�.ian that axe mediu�� d�n�e to de��s� and �enera�iy��as��ve w��h na o�rt nf s�c�p� b��r��ng. Na adve��se ge�a�e�hn�c�� cflz�d�tic��.s a�e �t�cipat�d ��fi�zn �he �zo��s�d 4Qwf� high Z:� {�orizv�.tal:vertical} cu� �lc�pe. T�.� p�oj�c� �����ee��in�;g�c�l�ag�s�s��au��i r�.ap�he proposed c�t��ap��.�-x�.�roug� �radin���e:r�.t�on� and a�I���s������ty a�a.��y�is��ould b�p�rfo�x�ed on a��-buil�can�itic����.��.a.�.t tim.e, �'r��er s��d�n� and �lan.ting c�f�he s�opes s���u�d f�l�t��a�so�n a��r�c��c�l �o inh�bit ert�s�a� anc� dete�ior�tian c�f��� ��ope surf�.�es. proper n�t�is�u�r� ca��.tral w��I ea�arl�� t�e �t��.�;-�ern� s�abi�r�y o�'th.e �nish�l�pe�u��`ace. '7.�6 ' ,An �xpans�on i��dex �est �as p�rfc��n�d an a re���s��a�ativ� c�n�z�e ��il sarr�.pi� �ol�ected c�u�•�ng c�u�• investzga�ia�. The rest���s, w��ich a�e Iis��d in .A����t�i�. �, indic��e th�t t�e �xpansion po�:ez�ti�� fa� the c�nsi�e s�ils �vas a 0, w�zch corre�pc�n�s ta a ���'� �.O�V exp�nsion pot�nt��� �� t� 2Q - 2�4� CB�, `�"able 18-I-A}, �xpansi�r� te�ti�.� s��ou�� a�so be T.H.£.St�i1s Com��a��y,Inc. W.t3.��.dS46�11.��1 �s. �v�tt�����l�a��y :��gus� 3, 20�G Pa�� 1� per��rnaed Q� the e�h mat�rials �xpos�d withi� the uppe�r�'�w fe��c����e pa� sur�aces a�t�.e � �ompl�etxon o�`�radiz�g ar���c�n ���o��ted s�i�s pz�'���to�h�ir appr�val as s�z�uctural fil� ��a.�erial. 7.7 � ` Bas�� o�� o�su�fa�� con�.��n���sting, �t�s a�.txcx�a�.ted �i��� �r�m:�co�rc�sivi�y��andpai�.t, `�'y�e �� �'artland ��r���it can b� used faz� cons��uc�it�n, La��rata� ar�a.lysis ��su.��� int�ica�ec� n�n detected (l��) perc�nta�� b� �e��;�� su��"�.�e ��z���nt, �h�c� �quat�� �o a ��G�..����I.� � �ulfa#e expQsu��� �T�bie ��-.���} ���� ��3�}, ��lfat� ct�n��n� �esting sk�aul� �e c�r��t�c�ed � ��thi�� �he ��x���z�� pa�� a� t��e cvmpl�ti�n c�f�rad��g. Pri�e Test�ng, �z�c, ��'�`x) of N�����ta, �a�.ifo�n�a��r:�'or��ned t�Ze�a�o�atc��a����y�is, . , � 7.� ` < �Q:r�os��i#� test �es�l�s, �vvhich a.�r� surnr��ari�ed �� A��en�c�ix C, i�.�ica��d � �a�wrat�d �resi��iv��y c��'�y�C�� c��s/�� for�����nsi�� n�ar surf�c� �c����,v�laic� indz�ates�h� c�nsite soi�s ar� :mi�dly co�ra.�i�e �AC� �z�te��.���nal, �98�}. �.�su��s �`az p�and ��.l�r�d�� ar�e �n.��uded � in .�.�p������ C. `�'.�:�. Scai�� �a�n��ny, Inc. c�o�s nr�t �;r�ctice ca�t���on ���in��rin�. ��' sp��i�ic�n��z�n.aatzc�n or�valua�.zan�relat�n�;�t� ��.�corr�sivi�o�the 4nsi�e or��i��.�c��t sc�il is r�qui���, �� ��eca�n��nd �ha� a �c�m�ete�.t co�rosian er�ginee� bc re#�ine� to interpz�e� or p�•ovide a��i�i�nal co�o�ion an��ysis and �iti�at��n, F�rxn�e T`esti��, �n�. ��'�`�) of Nlurrie�a, �alifo���a perfox��d the I�b��ra�.ory anal�si�. 7.9� ` Th� fc���ov,�in� ��azr�e���s sh�uic� b� eon��der�d �`ar �atera� loads against p��rman.e�at s��uc�ures fc��.n�ed o�a fi�� ma���ials �omp�c��� �a �0 p�rce�t �f �h� �na��z�.un� dt�r d��asi�. �a�� eng��e�rir��p��e#.ers �or impar�e� �u�1 rr��..ay var�r. 1�.ct��e; �� �c� Pas���e. ��� �cf �ae��'����z��c�f f��c�ion�cc��cr���t�n s�i�}. �.4�. ��'pa�sive e�rth ��r�s�ux� and �`ri�t�on a�� comb���d �a ����vid� ����ired res����.nc� �a Iat�r�I f�r�es, tt�� �a�u� af ��.e ��ssi�r� ���ssure shou�d b� t•educ�� �� t�vc� t��ird� of �h� ��ov� �e��mn�endatic�ns. `�'�ese values xnay be increa��d by one thixd�h�� cc��sid�rin� ��.o�-term Ic�ads��c� as ��z�d or s���mic ���`ces. T.1-€.E.Soi[s�or��p�r�y,E�c. W.fl.NU.&54G01.t10 ��;. �rr��tte Anthany Au�;�sf 3, 2��d �'age �� , , 7.�� ' . �'a� foo�:��.gs �ou��d�d in c�znpe�.���� ���.���e��ed ���, a�z all�w�b�e safe be�i�� ����.ci� of. t. ?,�`�0 pc�unds per squ�rre ���t �s� n�.ay b� us�� �c�r des�gn o� ��ntin��ous-�oc��X�bs �l�a� �ai�ta�n a n��ni�� ���d��� a�' �2-i�c��s and a m�nin�� �epth c�f a� ��as� �2��nc��es be�ow the �a�est ad�ace�t g�ade. �'he bear'��.g valu� may be �nc�eased b�' 1�°�� ��z: eac� �ddi�i€�na�,. fc��� +��`�e��h an�lar wit�t�� t�o a ma.���n�m of 3,'l4(} p�� `�'he beari.ng v��ue naay.be �n��r��se� . . b�o�e���i�d �or se��z��.�c c�r c��.he�r xe�po�a�y �o�ds. � Tc��a� ��ttlena.e�ts �nd�r s�atic loads a�`fc�o�i�g� �upp�rt�d an �r��aerl� �a�mpaeted ���� �nd��� �n-p�ac� bed�oc� �ateria�s a��d siz�� fo�r t��.� al����b�� b�ari�.� p�r��sur�s are no� expec�ed fia ��c�c� about I/� to �I4 0� 1 i��h far a sp�n. c�f 4�t��ft. l�iffer��tia� se����a�n�s �e�we�n foo��ngs design�c� �`ar ��e max��u�z re��n�e�.��� be�ariz�� v�.lt�e ar� ex�ec�ed�o �� ��ss �l,.an �1�-���� f�x � s��� of 4(��f�. '�'h�s� set��e��n�s are e�p���ed �o accur �az���nar�ly d�ri�g co�sfruc�.ia�. �o�� engzneez���g����net��� �or i�p��t�d����rr�a��az�. '�'.1�. • . �'ounda�ior� ��e�n.�nt� s��.�u�d b� ���ced e�.ti�el�� �n rnedic��n. dez�sc �a dens� �����e��•�� ���� cc�mp�cted �a a m�z�im.u�� of 9� pe��en� af�h� r�lax�t�urn dry d�nsi�� a� c��te�-�ni�.�� ���.� ASTM ]�-�5�7. For �ne-sta�y car�equival�n.t ��r�.��ures, cc��.t�ri�ous sp���d foo�i���s shoul�b� a min�m�u�n vf I��in�hes wid� and ����nc�Zes b��o�r��.e lowest�.dj��e����rat�e, �or�a-stc�ry c�r equi�alen� str�c�u�es, cc��tinu�u� s�az-ead �`€�o��n�s s�ould be a mi��mu�� c�� ��--�nc�i�s wXd� �.�.d �$-inc�es �elo�v�h� �owes� �d�a�en� gr�.d�, As a rni�iz�um, a.l� �Qot�n�s shou�d have one N�. �4 r��nf�rciz�� �a� ��a�ec� a� the i:a� an� b�t�ozn af t�.e ��c�ti�g. Foa�in�s s��ould be f�at�nded e�.txxe���i��.��a��.��eeare� �'i�l. ��anc�•e�e sla�s, in �c�istu�e sen��tive areas, s��t�ulc� be uz��e�l�in �nrith a vapc�� �arrier c-o�sis��z�� af a mzn�rr�urza o�`six-m�l�iliter����.x�� �c�Iyv�ny� ch��r��e ��rx�bx�an� �i���. �.1� Iaps sea�e�. A 2��a�ch la��x c��'�lea� s�d shc�u�d b� p�a��d �b�ve the �.��stux� barr�e��, �`he �w i���es ca�'cl�an sand x� x�cc�mr����d�ct �c� ���ot��t���� vxs����n rn����u�e ba�`i�� a�.d �id �n the cu�r�r���f t�e concz���e. �'�� st�c�tura� e�.gi���� sh�ul� �esi�n foa�i�gs i� �.�c�r�an�c� v�r�th �e a����i�at�d loa�s, �he soi� pa�rann���rs��ven ��.���s�re�art,�n�the ex�stin�sax���nc�i��ons. 7.12 �f 1#���i�v'�r�r��h...�t���t IJtil�ty t�enc�� �ack�'��� sh��ld be c��.�ac��c� �� �mini�nu�n ���Q p��'c��t of��e ma��z�um dr}� densi�y d�ter�nzn�d. ii� �aborat�z-� testing by ��e A�TN� D 1��7 ���� r��thad. �� is c�ur ����iata that utili� tre�c� back�'�lI caz�s���ing a�'c�n�ifie or a�prdvec� san�y s�ils �ax� �e�t b� p����d �� "T.H.�_Scsils Cc�mp�ny,Ic�c. �.U.T�IO.�SQfi�t.0{� ��Is. `S�ve��e��.t��az�� ,�u�us� �,2��6 �'��;e 12 rr�echanical compa�tion to a rr�inim�u�� of�fl p�rcent a����e z�aa�i�num dry d�ns��. A.�l tre��ch �xcava�i€�ns s��ou�c� be cor�ducted in acc�rdance���ith C�.lwC3��-�A s�andat•ds as a�.�z�i�u:r�. �'.�3 y���rfa�,e�"lr�iri�,� . .; �. . � . �urfac� drai��a�e shc�u�c� �e diz•e���d avva� �ro�n �"�und�:t��ns �f build���� c�� ap�au�te�.ant - st�c��.:re�,� ��l d�rai��g� sht�uld be ���e�ted t��vard ��reet� �� appz�o�ec� pez��az�en� d��aina�e . d��i�es. VV`h�re �andsc�pzng �.�d �alanters are �raposed �dj��e�t t� �'c�u�dati�r�s, su��ur�ac� . drains shcauld b� p�ovi�ed to �r�ve�.t pond�n� €�x sa�uxafi�c�n of f��.nciat�a�s by la�n..€�scap� i�r��ation wat�r. 7<�4 �"'nn�t3',�Yr r�n �ni#r�rin _ � � � �.. Q - . Co�t���.�o�s ob�er��at�t���. and t������ und�r ��e di�•e��i��� �o�qua�i�i�d s�i�s e�������rs �r��lor en��i�eer���g ge��o��st� is �s�en�ial to ve�r�� ��m�liance w�t�. �he �r�carn.m�nd�t�o�� o�'�:his re�at�r� �� �� �anf'�� that ��� g�o��c�n���� ��n�i�ion� f��d a�e cc�n�i�ten� �i�h thzs investi�a�i��. Cc���t��ct�an n�.�r�i�o�zng �hc���t� �� c�nd���ed b� �. qual�f�ed en�ineer�ng gec��Q����Isc��� en��n����.t��e fQ�l�win� �ta,�es c��'c�nstructir���: • �uri����.cav�t�on c�f k�y�vva��. , �uz•�ng��ace�a.ent o��l I. � Durin,�o��r�xcav�ti�n of�he b�ilding�oo�p����. • F�I���ing exc�.va��c�n�f�'aat�x�gs fc��-founda�ic�ns. 4 Du�iz��g uti�ity�renc� back��� ope�ations. • �he�a an.y un�.sual �o��.dz��o�s a�e e�.c��#.e�ed duri����;�ad�n�. t�t�x in�res����ti�n wa�perfg�ed�si�.�th�d�gree o�c�re and skill o���n�ril�ex�rcis�d,und�r��mi�ar c��•�uzns�an�es, �� rc�ufi.��Ie ��o��c���cal �ngin�e�s and Geologi��� ��ac�ici�ag i� ��i� o�• si�:a.���.r loca�i�ie�. �r� �t��� w�r�.n.t-�, ���ressed r�r i�zpl�ed, �s �ade as ta �h� �a�.c�usions �n.d pr��'e�����a� advi�e�n��uc�ed i���is repaz�, �`h� ��a�a�es ta�c�� atad us�d fcar t�st��� �r�.d t�e ab�e��tians z�a�e a�� b�l�e`��d re������a.��.��v�o�'�e �ntire�rc��ect, �It7'Vi�e'V��"SO1� c��C� ����E�����+C�TI,�.��1(3�5 Cc�.�3.'4�c�.t'�SI�I'�1�G111�I���t����1��5��(}G��Ifl�S. `�`he fi�adin�s �f t��s r�pc�r� �.r� va.i�� as a���� �r�s�nt d�.te. �ow�v�z�, c�an..��s �n th� ��nd�tio�s ��� p�ope�t� c�� c�ccu�v��ith t��passa��of�i�e,�h�ther due��nat�ra��a�oce����o�r t�e�vvaz•ks�f�n�.n on t�xis or ad�ac�nt p�c������e�. �� a��itivn, ��za��.ge� in a�pl�c���e o�� a.pp�rc�p���.te s�a�.d�d� may occur, ti�h�th����;ey�esu��fr�� ���is��tion or�h�����.d�nin��f�nc�vv�ed��. 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W.�.�IU. b54b�[.0� ��l'.s��.L3.��_�� � C�.li�or��ia���f�sion t�f����.�s & �ec�lc��;5', 1��7, `<�u�d�l��7es fc�� ��va�ua��n�,a��d �ztzgat���� S�i��ic �-��.�a��ds �n�alifa�•r�ia", Sp�c�a�T��.�blicatio�3 1�7. . � ��lifarnia l:�i��sian af Iv,Cin�s � ��o�ogy, ��9�, "Proba�i��stic �ezsm�c Ha��d A,ss��s��1en� far tile St��e c�f Ca�i�orn�a", D�C� ��e� Fi�e �Z.�po�9����,�JS�S �pen �il�Repo�:9�W7�C. - Califax�x�. D�r�is���z �f l�i��es & G�a���y, ��`fe�tz�e ,�anuary 1, 1�9�, "�ta�e of�alifo�ni� SpecXa� �t�di�s.��r�e��.ps, P�cha��a, �alifa�ia", Sea�e �" =2,�0��`. � � � . �o�u�o,�3on�P., ����, "Found�t�on De�zg��.�'�i�xc�p��s and Prac��ce", I''��nt�ce�aZ�,pa��s�3�-�5�.- ��paz�m����of�at�r�e���rc�s, ���ust �97�, "��t�r W ell�a.nd �pring��n��� ��s�ern Pa��#,�f�h� p Upper �a�t�. ��.z•ga�r'��. Ri��r �'t�aters�ie�, �.i�e�s�de �d S�n �i�go Ct�unties, ��.���'c�rnia", �u��e���� �i3. �����. ' ;. ��rtz E.�., ��d ��y���, 't��l�i��n �.., ��(��, ,t�'a�1��-�.u��ur� �a.z�rd ����s i� Gali�`o�nia", �a�if�z�i� �i�fisio��f�i�z����.nd �����gy �p�c�a� �'�.bl�ca�ion��, ����(.��1��er����. ��afi��r�.ati�na� �c��fer�n�e of Buildin,�(Jf�cia��, 2Q��7 "���if��i�Bui�d�zxg�c�de". �n��rna��ana� �onfer���� c��' �ui��i�n� C�f��i��s ����3CJ�, �'ebrua.t� ����, "�aps ����v�a. �,�t�ve �'aui� ���.r-So�uz�ce �an�� in C����'oz��a and �.djac�nt �o�-tzo�s c�f N���ad� to be t���� �itl� ��97 �z�ifo�n L�u����z�.g ��d�" p�re�ar�d l�� �al'z�o�nia D��a�-tm�n� of�ons�rva��on Divi�ioz� af�ines and �ea�c��. ���t�r�a��Qna��o���`��-enc.�ra�'B�ildin,�t���'ici��s, �997, "�C..��iform B�ilding�ade"{CJ��). J��ir��s, �lla�•��s �., ��94, "�'�u�t Ac���rit� NZa�a 4�'�aZ����-nia a�ad ,A.d,�acen� Ax��� w�t� L�catiaz�s �.z�d A�,�� ��` Rec�nt �olc�ic ��ptit�ns", Calif�r��i� �����it�n ��' M�n�s and Gec�i���, ��alo�i� �a�a��p��, �, sca1� �.�5(�,t�0�. � �.ennedy, ��cha�� P., 19'�?', "�.�c�ncy and C�aa�ac��� of�'aul�ing A.lv�ag �h� EI��n�r� �au�� �one zt�. �out�a��rn�.i��e���d��ou���y, �a�i�c��nia", �U��S Specxa���p�rt 13�. �a���o �a����rn�a�ater L�is���c�, ��r�1� ��84,"i�a��r�esc����es �Ia�ter P�a�", �ad�e�-s, T��o�nas �., 1965 ��fth �rintin�; ��85�, "���lc�gic �Vitap o��a�i�'o�nz�, �anta Ana She�t", Ca�i�'ornia Di�is�o�� of���e� c� �et�1t���, �cale: �:�5�,��0. T�n, Siang S an�. �ennec�y, �I�c��.ae�, ���Q, "�ec�it��ic�� �ap c��the �"�me��zla 7.5' C�u�drar�g�e, San �JJieg� ��� Ri��er�id� �€�ut��ie�, �a�if�rr�ia", [.T. �. �ea�ogi��.� �uzvey in� Coap�ratit�� vvi�h�he �a���'�xnia Gec����ic�� Su��v�y, Sca��, �"= �,�Q�'. T.H.�;.Sails Cr�r�pany,Inc. 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' coNSERvaTio , : 3 _ _ _ ; _ . . : - p ,' , a����,�au����� f : , , ; : ; Isohyetal Ma ���ko�� ` �Qs� ; R���r ; �o��r � �o��t R vz�v . � �� �r i ��� � = R a� � ; �o� E , for �he 85th Percenti�e ., � € ' t ; � . � � , : f ���A 4 = F ° 4 f 24 hQur Storm Event : : ; ; � �a . .E � . # f x : � � s e 3 } 4 : � � �: r �.., _,_..m,.,,._.,.,.,,...�.......__,., � ; 7 , _......_.. �t ___ �_.. � .._.____._...___.. ,.�..�_..�� .....,.r...�.��..___ .....,...�.....�____,_�.�___ _.....__.�W.._�,._ . _.., Mm� _.4rWw__W_u�,�____�.._.�..��,_.., �.._m�n_.� .�_..._.._ ; _ � � , ; , Ju�y 2a11 _ ����lr�i1� � I?lYlP ��.A�.iL U T�l�i� ������.�.r �C��L�� Y �l�i E�� BMP Po��utant I�emava�Effectiveness�'j Harvest Infi�tr�ti Bioaretenti Ext�nd�d Sand Fi�tear Pollutant of �Zd Use an �n T�etentic�� �� � Bas�n Cc�ncern �$� B�.Ps Basii�s�`� {3) Sedi�nent H H H NI H NutricnE H H Fs> M�a} L c�) Tra�l� H H H H H Me�1 H H H M M Ba�.teria H H H M � t7il&Gt�e�se H H H M H �rgazaic H H H M H � Cc�n1 oui�ds Pesticides H H H U U Abbreviations: L: Low removal e�ficieYicy M:Medium re�noval effici�ncy H: Higiz reino�fal effici���c� U:LT��no�m Nc�tes: (1) Periadic perfonnance assessmtit�t �nd upda�i�zg af this t�bie ��ay be perforr��ed based on updated infonnation from studies froTn t��e Dis�-ie�, �`ASQA, Caltrans Qr others. These effectiveness ratings are based on�1��specific BMP designs incc�rporated intc�t1u�inan�al. (2) Effectiveness based u�ar�tata172-ilo��r drawdow�ti�ne. (3) Incllldes inf Itration basins,infiItration trezaches,ai�d permeab�e pave�nents. {�) Medium for soil types A&B only. Lo��for soil types C&D. (5) Removal rating is d�pelldent o�i tlie sc�il media depth. L=Min. 18"deep, M=Mi�a. 24"c�eep,H=M�. �0"- 3F"'de�ep. (�} Mediu�n ti��here sand filter�ayer zs increased to 36". (7} Considered ta be a Treat�nent�`ontroi B�P. See the Vt�QMP to detern�ine if this BMP can b�used. (8) Cisterns, when assaciated �rit�l a�� adec�i�ate and reliabie (year-round} demand far nc�n-potable use oi` captured storn� ��rater(see the a�plicabie�QMP fQx any specific re�uireinents}, have a Higi� effectiz%eness at re�no�ing all pollr�tants fro�n stormw�ter r���of£ If tl�ere is il�adequa�e dem�and tc� reliably drain the cistern through a non-pot�bie use throug��ui the ye�r,p�llutant re��oval effec�i���n�ss��ill�e Low. 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N�'45'S3"W 2fs6.05' � ,t� � \f .� Parc�l 3 af ��I ��039 I�p�rvia�s �raction �Iix�t� �urfa�e �-2�-14 'T`ot�� Tributa�r Ar�a ��,�4� Squ�re �ffective �urf�ce Type Feet �mpervivu� SF x FI� �rac�ion Raof 5,8�9 1.t� 5,S3g Pavement/Hardsca e 2,'140 1.� 2,740 Perviaus Pavement 0 0.2� 0 I.�ands�a e 1�,8�6 �.1 1,38'7 22�44� 'I'C�TAL 9,�16� 2�2,445 � TC�T�L SF � mm To�c�� E�����r��� �����roT�z � a.�� ��������Us F�.��I�N T�B����� ���� �,u.4.�.�,.,,_�.�,.�,�.�.��.,����m,.�m�,�..�.�.�,.�.�,��n��,�.��.m�,,�..�._,�.�, � � �,�,�....,,�.���._ �.xaµ..F�.�m�.�._.�.�. � �ant� NI�r arit� �atershed � ���q���� ����i�� r § Legen�l: � Ca�cu�ate�d C`el�� � BMP Desig��o�u�ne, '�$� �Kev.��-2�1�) � ��,.��.x,� � - �..�„���.,.,.,�� e-- � _'� _ -- �� ���.� ��t���.�i����,'s i�a�,�a���t���z�i��3���"�?�€i����1���;�"�t���ill��s(tt€ ��'2����;���i.����.���,�.i`��?"E:s�l2?.�,� �����"����'4����3 �&�C�������� � � §Cc��llpan�Na�n� 1�3� Date 1/?1��?�l� � ��� � ��� �L)esi ed b Rich �o�� sia� �ountylCity Case NQ P�VI���3� � Y �,M�.�,..w,..�� _�_�,,..�� �.�.��..�.. .��- ..R _�w.� w,.�..�_.�„ �Ca�-npany Projeet Number/Name P1�I 3�Q3� � �,� .�.�.M�,.�.��.,�w.. � _���,.�..�..�..�.�.������..�� ��..�. � �Drainag�AreaN�.�ZberCi��m�e Parcel� ..,., -�.�., ...:�.���..�._.�,.�.,�.;.��.� ,�.�..s�,� � _� � s �Ent�r the Area T�ibutar�to t�is Fea�ure AT= �.�� acres � ���h P'ercentile, �4-hnur Rainfal�De th, from the Isah et��Ma in�andbook A end.ix E x � Site Location Ta�crnship T'�8� � Range R+�?� � ��_ �. � Section � �� � ,�����,.�...�. � � � Enter the 8�`�P�rcentile, 24-hour R.ai�n��l1 Dep� �ss= 1.�� � � — De�er�nine t��e Effective�amperviflus Fract�on � . � Type of post-developmen�surface cover 1�Ii�ed Sur#`ace Types � (use pul�dQw��n�enu) � { Ef�'ectiv� v���erviaus Fractian �f����.44 ��..� � � � � Calculat�tl�e cc�mpt�site Runoff Coefficient, C for the �MP Tributary Ar�a .�_ � � � TJse the fo��o��ng e�uation based on the�VEFIASCE Method �=�.c�s����-�.�c�'�f��-�.����f-�-�.�� �� ���������������� �o E � Determil�e D�sign S��rag�Vc��u��e, V��,,�P � �— � � �alcu��te V�, t�ie �5%I.�n�t Stvrag�Vo�ume V�=D�s��' V�=�� ;����������� �{iii'�ac)l�c # .. � � �aicu�ate the design storage volu�ne of��e BMp>Vs��- � 3 2 � � �s�iP��t )� VU(in-ac/ac)� �-�(ac)x 43,560 (ft fac) V��' ���. �'t � � �2(inlft) � � Notes: In�i��t'atic�n B�sin - Design Prc�cedure BMP �� �.e uir�d�ntri�� Legencl: �� � � �ze�.��-�r�t 2� Par��l 3 ��.. �,,. , �����- � �� �pa��y Name: R�S ��d A�sacia��� �ate: I/�����l� ���i����d�y: I�i�h S��ty�i�k County/Cit� �ase�o.: Desig-�-� Vo��n�e ��a)�Tributary a�ea(B1V�P subare�a} ��r� f�.�� a��e� b) Enter VB�determ�ned fro�n Section 2.1 �f this Kandbook �BM�— ��� ft� � - Maximum Depth .F_..,_ . a} In��tra�ion rate I = 1�l in/hr bj Faetor of�afety�See Tab�e 1, Appendix A; "In�l�ratiQn Testin�" �'S = 3 fr��n this BMP Handbook� c) Calcu�ate D� D� = I (in/hr} x 72 I�rs �� ��.�h r �ft �:�,��.���.�, �.2 {i��/ft) x FS d) E��ter the depth of f�eeboard (at�east 1 ft) � f� e) Ente� de�th to historlc high�round water(measured from top of basin} 5� ft f� En�er depth to top of bedrock or imper�neable la�er�measured fr��n top of basin) �0 ft �� D� is the srr�aller of: ��r���'��� �-� I)ept1��a groundw��er- ��Q �+ freeboa�rd) and �� ������ ��� De�th to impenneab�e layer - (5 ft+ freeboard) h) D��i� the �mal.ler va�u� af I�� and D2 but �IZaI� n��exceed 5 f��t D�= ��.�r� ft Bas���Geoi�let a) Baszn side s�opes (no steep�r than�:1� �� � -1 b) Proposed �asin depth(excludin� fre�bo�rd) dB = �-� � ,�,,V�-�,--,�.���; L c} Mini�num �ottom surface area of basin �As=Vs�pldB) As �;�����,,���r ft d} Pro�osed Design Surface Area �n� ��� ft� Fareb�� _ _ _ �����dc ) Y � ° 8��� �01��11e ������� � a For�ba volume �n�n�mum 0.5/o V �, f� b) Forebay d�p�h (hei�ht of ber�n/splashwa�l. i foot min.) ��p�h = � �µ�'j�X-����t� c) For�b�y surfac� area{min�mu.m) ���a=����.��,���.�=. _, �'ull height no�ch-t�pe vveir �idth (�}= i.n ��u�es: �a�er Quality 1V�anag�ment Plan ('�'�(��P) PAR�EL�AP�tC�.35039 P�RCEL 3 �/�e�h��l��o �� �_�� February 21, ��I4 � � � � "��'��U���� H�.��J-�il�€��Cs��i��t � ��lr��iltration� Eva atrar�s iratinn whe�ve eta�.�„�a�.��.�.�.r�,v�,��,. _ ,��w��,� �.�� .��w,T , �„ .�. ����.,�,� .�,��,�.� . Treatment Mechar�ism� ����� ��.. ,.� , ��� p ( g ted), Ev��aora��on,and Sedimenfiation ��x��ur�T�e����nt�r�� ..������r+es � t�ther I�a�m�s,.���_�,.�� o�.���w„�vm.�_r�_�r:�,._._'.��oin�filtrat�vn Basin �_� ��„�� ,.w����,,.�.,�w,,,.�,���.�� �._.T,h�u�,�.__.,�,,�����,,�,a��.�_��....,�k� Description An In��ltratic�� Basin is a fl�t earthen basin designe� fio capture the design ca��ure �olume, V��,P. The stormwa�er infiltrat�s thraugh �he bo�tom af the bas�n in�o the underlying soil over a 72 hQur drawdown �eriod. Flows ex�e�ding lI�M� r»u�t dis�harge t� a downstream cvnveyance syst�m. Trash and s�diment accumulate vvithin the foreb�y �� sfiormwater pass�s intv the basin. Infiltrativn basins are highly effectiv� in removing all targeted Figu�e�-�In#"iltr�hQn Basi� pc�l(utants from s�orrr�water runof�. � See�ppendix A,and Append�x C,5ection 7�of Basin�uictetines,for addi�ional r�qu�rements. Sitin� Ct�nsidera�Cions Th� use o� infiltr�tion basins may be restricted by conc�rns over �rc�und water contamination, sail permeability, and clag�ing at the site, �e� the applicable WQMP for �ny specific feasiE�ili�y considerations f�r using infi�tra�ian BMPs. 1illhere this BMP is being used, the soil �eneath the basirr must b� thoroughly eva[uated in a gea�technical report since the underlying soils are critical �c� �he basir�'s [Qng term perf�rrnance. To prc�tect t'�e basin �Frc�m erasion, the sides and bc�ttam of the basin must be vege�ated, pre�Ferabl�t wi�h n�tive or law water use pfant species. In additic�n, thes� basins may not be appropriate for�he foliowing sitc �onditions: • Industrial si��s or locations v+rhere spills af toxie materials may oceur • Si��s v�ith very Ic�w sc�il infiltration rates • Sites with high grQundwafier tab[es or excessively hig� �oi( in�i(�ration r�tes, where pollutants can �ffec� ground water quality • Sites with un�tabilized soil Qr can�tru�tion a�tivity up�tr�am • On ste�p�y sloping terrain • [r�filtrati�n basin� [ocated in a �fi�l condition should refer to Appendix A of this Handbook for detai�s an specia� re�uirements/restrictions IZi��si=sr�de C"or�n!}�-�o�v Irn�ac�I�ev�lo�3�n�2�t�3��IP Desig��Hc�r�dboc�k ��ev.Zi��1� Page � �����' ��� �� ����� � °���' � ���' Se�baCkS Always consult your geotechni�al engineer �for s�te sp�cific r+ecommendations regar�ing setb�cks for infiltra�ion tr�nches. Recommended se�backs are ne�ded to prot�ct buildings, existing tre�s, walls, onsite ar nearby we[Is, streams, and t�nks. Setk�acks shc�uld be considered early in the design process sinc� they can a�F�ee� where in�iltration facilities may be placed and how deep they are a[fowed �o be. Far instan�e, dep�h setbae�s can dictate fair�y s�allow facilities that vvill have a larger footprint and, in s�me cases, may make an infil�ration basin infeasible. Ir� �rhat instance, anather BMP must be selected. Infil�ration basins typicai[y mu5t be set ��ck; • 10�eet from�he historic high groundwater(measured vertically fr�m the bottom o�F the basinj as shov�rn in Figure 2� • 5 f��t from bedr�ck Qr impermealale surface layer �measured vertic�lly�rom the bottvm of the basin, as shawn in Figure 2} • Fram all e�cisting mature tree drip lines as indicat�d in F�gure 2 (to pr�teet their root s�ructure} � 1�Q feet horizontally frvr� ��I�s, �anks ar springs Setb�cks to wa[Is and founda�ions must be included as part of the �eotechnical Report. All other s�tbacks sha�l b� in accor�iance vvith applic�ble standards o�' �he D�striet's Basin ,,,.�., Guidel�nes �Appen�ix C}. � r � Figur��—Setbaek Requirem�nts �������,������ � �� � � ����� � � � , � � � � � � � � � �� �������.�c � '�f F n��1�.3, f� r � H ` v �� � �ti � �� �» `� r ti�..,^ i � .�Y ^�� r .� ., : . �?,� :^ �„� '��i . 5 � � f a � l� ��% . --�4,'� f ' ; / ��y ,.- :/ �: *+'µ y. t^7'':/. '���`�s � r ��S:CaF,C--"'�,s` SF`t�€€F� rt��Fr�E ��F"��:t[�� �� ��,.�,-c�-+� `�;,'^"� �"� v.c�.� . '_ ...�. .�� ������ ,,,,��.�,�,� .��Dn ���i��"'w-.y.,,r.�:q.�����������,......... .n�r..�..,,�.� .,k::;� ,.�.,.<,.....�.,�. .. . ....,a,� ,x x;���&���.�:.-� .>.a✓_����.�'�:, �,. Rii�ersrde C ounl��-Lor��Irr��uc1 Ue��elapr�aet�1 Bh�P Desig�Hct��db�oh �•ev.Z/201� Pa�e 2 ������ ��� �� ����� i ��� ��� Ft�reba A co�crete farebay �hal1 be prQvided to reduce sedim�nt clogging and to reduce eros[on. The forebay shall I�ave a design volume of at least 0.5°fa V��� and a minimum �. foat high concrete �plashwa�l / berm. Fufl h�igh� r�otcl�-�typ� weir(s�, offse� �rom �he li�e of �low from the basin inlet �o preve�t shart circuiting, sha11 be used to outlet the �orebay. I� is recammended that two weirs �e u�ed and that�hey be lacated fln oppcasite sid�s Qf th�foreba� �se� �igure 2). Overflow �lows exceedi�g�1�,�� must discharg� to an acceptable dov�rnstream conveyance system. il1/here an adequate outlet is present, an overf�ovv struc�ure may be used. Where an embankment is presenfi, an emergency spillway may be used instead. Qverflows mc�st be placed jus� abave the design wa�er surface �or V��P and b� near�he autlet of tl�e system. The overflow structure shall be similar ta the District's Standard Qravsring CB 110. Additional details may be found in �he Dis�rict's Basrn Gr�idelines�,�ppendix C), ������������� ��_� . ��_����ir��� �:::"""a"" ���������t�t _ ���°������� ��#�������°�'�����t � �t��r���������� � ����������������. ������� � ������ �� ��1�� � �� �� ����� ������ ��;�t��� ������ ����i�����������i�i� � ���������������� ��1�°�� ��t��� .w,�.�i��ar���� ���r�������� � .__������������� `� �����et��������� ; ��� ����r��� ���b ;� � ��������l���� �,�� �����m��� ����� g�� < .��.,��..�� � �� �� ��� ;�-,r �� � ���� .�� �,..,�,� �a������������` � � ��rr°�.�' �"� ���,�' r�` S � ��� � a ��� ��.������'e�������,.. ��}�..�y:��� y�.r�,�y�,��.„,�.z�' �� �� h � �3�. s ������ �:.:�� �`�'�-�"�"_.�.��" s� �y �_F" „� s,� �'�,�./.,�' '`��' .�:.�> ��y r�`'����`�'�;;"�'�` � �'�" ��;�"�"`a'�' ���'�s� .. `��;�-�s ���s,: ,� �' <`, .F �:` u` -``. �'`�r�,``°�'" '.' w� �'�' °?��� �` }r��."-�s: ���"����'�^'���,����'���'�"��"�,;�'''����'�''`���-������`�' ��~��, �,,'�',�����;��,�����'�-r�?� `��,�; ��_ ��s��'_��i���;�'�����?�"��`����'�'���"�'`�'°'��� �������`�'�'' f'��;���j'��`;��`�t�'�e�� ��Yvf,�;'z,�.�:��.:.`���..����_��vm'�..r�.t .i`-$. ,a���.!�;z'pg3ae .�;.-.�c, . �...�..�.,_ �--.;,�._ � � Figure 3—Infiltratien Basir� h�s��r,s�ds Co�u�rty-Lo���In7pc�ct�e��elopme7at B_l�P Desigr�Harzd�ovk r�e��.�fZfI12 Page 3 ���.�� ��� � ������ � ��� � ��r�. Landsc� in Re uiremen�s Basin veg�tatian provid�s �rosion protec�ion, improves �ediment removal and ass�sts in allowing infi[�ratio� ta occur. The basin sur�face and si�e slopes sl�a[I be p��nted wi�h native grasses. Pr�per �andsc�pe management is also required to ensure �tha�the vegetation daes not cQntribute tv water pallu�ion through pes�icides, herbic�des, or fertilizers. l.andscaping shall be in accQrdan�e wifih County Q� Riversir#e �rdinanee �59 and �the District's 8asin GuicJelines (Appendix C}, ar other guidelines issu�d by the E�gine�ring Authority. Maintenance Normal maintenance of an infi�firatian basin includes the maintenance of landscaping, debris and trash remava[ from the surface o�f the b�sin, and tending ta pr�blems associated wi�h s�anding water �vectors, Qdars, etc.). Sig�i��cant pc�nding, especially mc�re than 72 hours after an event, may indicate that the basin surface is na Longer providing sufficien� infiltration a�d requires aeration. See the District's Bas�n Guid�tines �Appendix �) far additional requirements (i.e., fencing, maintenance access, etc,�. Table 1 - �nspee�ian and �I[aintenan�e � _ � � � , � �.� � � � � � � p � ` �. ��ir�tain�r��eta�i�n as n���#�d,�1s�c�f f�er°tili��r�,�e�t�c�c��s�r���e�rE�i�i��s sh�ul� : � b���rr�r��o�s1y���i������r�s�re they d�r�'t��ar��rib��e����ter pc�ll��i��s.l� � �pprcapiri���r��tive pl����e1e��i�r�s�n���her IP[i,�m����ds ar°�����,s�cl��r+��+�ct� s � s�����n'�E�����c���,���u���r�j���s�r�i���tl, � �rr�d�act��;��Il be app����i�i����rcl�r����tit�i t�eir��b��ir�g,e�pe�i��ly ? "�n re�ati�a�'t�app�i���it��t�i vvat�r,�r��([��re��sc�b��c��r�t��[��di�� � ', �e�ilizer�sh��l����b��pplie��i��in��d�y������r�,a��r,c�r - t�nig��ng i��l�+�in���s� � �aef�r�ann�a�����rm �I�rir��t��r�i��eas�r�, � s���o��and fc�(�c��rtr�� ;� ��rr���e�l��ris�nc��i�er�rorr,►�h���tir���s��n t�mi�i�iz��1����a�a�d irr�pr�v�, ; r��nf�il��t�r�t� �������i�s. � N� ��eck���'���1����robl�rr�s�r��l r���i�-a�<t�ee��d.�d�r�s��dQr,inse�ts,��� ; s�uer�,rc��rth�iss�aes�s���iat�d�i��a�ta�r��r���r st�r�ding�+rater in t�e b�si�e k��tt�m Ther��h���c!b�n�i l�r��=t�rm p�nding�r�t�r. F+r ��e�I�f�r�r�s��r���d��dir���at 1�d���r���ir�tF��b��in,��p��r�s r��ed�d.Cle�r�; � #�r�b�y if r�e�d��. � � { �ev�g+�ta�����l��lci ���uf�er��ee�ed � �• P 5, ��,�,�.....�A �,.�u��.� ,N_ ��-�--�-,,,�1-�,� y�`.��Inspect�ior�ofv�hydra�lic andWstructural facilities. Ex�rnine��e inlet for b[ockage,th� ; r � a embankment and spilfvvay�ntegri�y,as wel!a�d�mage to any structural elemer�t. F z�• Check�or eroSior�,s�umping and Qvergrvwth. Repair a�needed. �• Check bas�n de�th�or sediment E��il��p and reduc�d tota�cap�c�ty.Scrap�bottom 2 as needed and remove sedimenfi.Restore�A prigin��cross-sectiQ�ancf infiltration � Annually.lf�ossi�l�, � � sche��le the�e insp�ctians � rate. Replan�bas�n vege�ation. � �nrithin 72 hr�urs after� �• Verify t�e I�asin �ottom is�IlQwing ac�e��able infil�ratior�. Use a dise or othter j significant rainf�ll. mefihod ta aerate basin ksottom only i�there is actual significar�t(oss€�f infil�rative capaeity,rather than on a roufiine basis1. � No water should be�r�sen�72 �ours after an e�ent.�o Iang�erm st�ndi�g water � . - sho�ald be present at a11. No algae forma�iat�sF�oulc[be visib[e. Correct problem as � � , . � . r s - � r�eeded . � �.�n y.�+C�!5t�srmv�ra��r B�P Hen�t�o+rak#�r 1Vew�'?evelc�pm�n#a��[�tg�trf��ar�t l�erlevetop�ae�t ,^ , ^ ,v.T„rt ..yN^ r.0.. ,_W �.,�._...,w�. � rn,..>�.�.�,....�, �i��;�;side C:a7at�t}�-�ov��1'rrt�c�c�£�evelopme�at Bti����,s�i,�n Hc�ndT�aok��,.� y�e��.2f'201� Page 4 ,����.1 � 1����. � Z��H� .i . ���� � . .i✓�d� Table 2 - I�esign ��d Si�ing Cri�eri� far lnfiltra�i€�n Basins � � � ��� � � �� �l�sign�lral�m������� .�.r..���w� �'�� �»��__.��_�__�_�.���.�e �����.�. �,�..� �� .��..�.�.�.�..����� �� Forebay ifalume --�.q� � � �. .. f�.5°l0 3I�Mw ��. e Drawdown tim��maximum) 72 hour5 I���trn���r���������������.�.��.FW.���.�_.�,����.�. �.�.�_�� �.�.A� .�,�.e�{���r�����.�.. �_� .�M`.�� � � M�s�be sufficient to drain th��asin within the required [�rawdown tirrie over tE�e life of the BMP, ; flfflinimum infiltration rate The WQMP may include��aecific requ�remen�ts for � minimum teste� ir�filtration rates. m � ��� �lla�irn�r��e��h �w. .� � 5�e�� � �_ ..���,���.�a�.��.�.� �����.�,..��,��.��. ���.�.��.�. ,� , �.� { Spi[Iway erosion co�tral Energy dissipators to reduce velocities1 ��� _� _.����. r�.�..�..��w,�. .�.��. _..� ��. � � �.� h �.�. � 8���r��l+a�a� _. �. ' ��� ' ___... _� e ` � _.. ..__. . ._........._. _� .. _ __ ��� a...�_..__ _,_...,.. �__,. _.....,.. _ �. . �_ . ' 1 fot�t 1 Fre��Qard(mir�imum� � ' � f�..��������.�..�..� - w.�_.���..�. � #�ist��ri��lig��rc��rr�[�at�r�e�k�a���max) ; � �,�f���t�_�.�.�.� �..m�..�. __ � � ..�.�...�u�..�.�.�.�����...���m�.�������..�_.��. .-�� a Bed��oc�{impermeab�e layer setback�max� � ����� r � ���� ..�� � �r�e set3��cks _ � � : ' i��t�r�tr�e drip line m�us��c����erk�an�t��b���� ' _.�.�.w�.����_�4..�..����_.���.u._��H..�_� .�.�..�_� _ V.��..��.: ��,�.__�.�.����.�..�m�_ � Set�aack from w�11s,tartics or springs 100 fee� ���t�a�c�c#�'c�m fc�c��d�t��n� .�.�_ � A��_.�.�:���recc�rnrn��d��ir��ec�t��hni��E Rep�rrt �� z 1 Ventura County's Technical Guidance Manual for Stnrmwater Quality Control Measures 2 CA Storrnwater BMP Handbaok for I�ew�ev�lapment and Significant Redevelopmen# � �._..'_.�.�... ..�.�..,...�.��..__. Note: ��re infarmc�tion cantained in tl��s 8N1P Factsheet is intende� �o �� tr summary af c�esign considercrtions and r�quirements, Addi�iranal inf�rma�ion whicl� applies to ai1 dei�er�tior� basins may #�e four�d in the Dtst'rict'.� Basin Guid�lines �Appertc�ix C). In crdditiQn, in}�artnation herein may �ae sr�perser�ed by other�uirlelines issue�by the ca�permittee, �N1=1��'R�iT�t�lV E�AS1N �IZI�UG PFiC3CEDtJRE 1, Fin�the Design Volume,V��P. a) Enter�he Tributary Area,A�. b� Er�ter tne D�sign Vo�ume,VB,��, de�ermined fram Se�tion 2.1 of thi� Handbc�ok. 2. Determine the Maximurr� Dep�h. a) Enter the ir��iltra�ion rat�. The infiltrati�n rate sha[1 be established as described in Appendix A: "In�iltration Testing„ b} Enter the design �actor of Safety from Table 1 in Appendix A: "Infrltratian T�sting". c} Th� spr�adsheet will de�ermine D1, th� m�ximum allc�v�ra�bie depth o�the basin �ased ort the infi��ratian rate a�ong with the m�ximum drawdown �ime �72 hours� and the Factflr of Safefiy. ��_ ���) � ����� 12s UVhere I =site infil�ratian rate �in/hr) s =safety fac�Qr t= dravvdawn time (rnaximum 72 f�ours) IZi��ey�sa'de Cc�tsr�ly-Lo����n�pact D��elopaneni B 1�P�esi���Hc��tdZ�r�o� rev.2i��12 Page 5 ����`�' ��� � ���� . � 1��`�' ��� d} �nter�h� d��th of freeboard. �} En�er �he depth to the hist�ri� hig� gra�ndwa�er le�tel measured �rom �he top of the basin. � Enter �he depth �ra the top of bedrock or oth�r impermeable layer measured from �he finished grade. g) The spreadsheet vvill determine D�, the total b�sin depth {including freeboard, if use�l} of the I�asin, based on restric�ions to th� de�th by groundwater and an impermeable la�rer. 1��= Qepth to groundw�ter—��,�+free�c�ard� �ft); or D�= Depth to impermeable layer��5 +fre�i�oard� �ft) 4Nhichever is least. h} The spreadsheet will determine the maximum allawable ef��ctiv� depth of basin, DM�,�, bas�d on �I�e sma�[est value between D� and D�. D�A� is the maxirnum depth af water only and do�s not include freeboar�l. DMaX shal) no��xceed 5 feet. �. Basin �eometry a) �nter the �aasin side slapes, z {no stee�er�han 4:1}. b) Enter the �roposed basin depfih, t��excluding fre�board. c) The spreadsheet will determir�e the minirnum required �urfaCe area of the basin: ,45 =V��P/d� 11Vh�re As = mircim�m area require� �ft2) VBM� �volume of�he infiltration basin (ft3} dg= praposed depth not ta�xceed m�ximum allaw�ble d�pth, D�,�X�ft} d) Enter the proposed ba��om surface area. This area shal( not be �ess than �he minimum required surface ar�a. 4. Forebay A concrete foreb�y wi�h a desigr� volum� of at least �.5°l VB�,P and a minimum � foot high concrete 5plashwa�l shall be provi�ed, �ull-height rectangular weir(s� shal! be used to o��[et the f�rebay. The w�ir{s) must be affset �rom the I�ne of f[aw from the basin inlet. It is r�commended that two weirs be used and that they be lucated on opp€�site sides of the forebay�see �i�ure 2). aj Th� spreadsheet will determin� the minimum required forebay volume b�s�d on D.5f �BMP� b) �nter the proposed depth of the foreb�y berm/splashwa�l ��.foat minimum). c} The spr�adsn�e�uvil( determine�Fte minimum reguired for�bay surfaee area. d) Enter the width of rectangular weir to be used �minimum 1..5 inches). W�ir width shouf� be established kaased on a 5 minu�e drawdown time, Rn'e�;side Got�n�j�-Zoti��Im�act I3eveln�zn����t Bsl>IP l�esigrl Ht���dl�ook p•�=.1!ZQ12 Pa�e � ���°�I�IlI� � -- I���I� �UII�EI..�I��S This �ppendix is brokel� up i��o two sccti�ns. Section 1 presents gu�delines a��d standards for tlie design and maintenance of water quality and increased runoff ba�il�s used u�it�ai�� l�iverside �`oui�ty. Applicable water c�ua�ity basi��s z�c�ude infiltratia��, sand �lter an� extended detentian basins but do no� include Bioretention BMPs. Section 2 is d�voted ta guidelines and standard.s f�r debri� bas�ns. Reg��al B�sins are c�n�� loase�y �over��ed by this dacuna�ent and are �arge�y considered on a case-by-case basis. The�e guid�li�es are i��1e��d�c� to be used o�� bath priva�e and pu�lic fa�ilities throu���ou� Riverside Cou��ty and shall be adhered ta for a�l faGilities tQ be i��aintained by th� Ri�erside Goun�y Fl�ad Cc�n�'t�� and Water Cans�rvation �istr�ct (District). I� i� anticipa�ed �la.at County Tran�portation, Coache�la Va11ey �ater I�istrict and the �ity En�ineer foar �ncorparated cities �i�lain the County may choase to alter these �uideline� and ma� l�ave differ�nt/a�ditiona� requirem�nts. These entit�es, al�ng witl� the District, will be referr�d to as the Engineerin� Authority (EA). S�milariy, County Qr Cit�Planni��g Depart�nen�s, Parks I�epart�nen�s a�1d Parks District� may a�so have d�fferelltlad�i�io�a�al requirements. Z��es� en�ities �i1� be �referred to as tl�e Plan��ing Autharity (PA). Bot1� the :�A and PA shot��d be consu�ted regardi�l� their sp�cific requ�reznents. Sect�on �- I�etention and �ater Qual�ty Basins 1.1 �eneral �ri�er�� C.�ff-�ine versus In-�tream N�itigatio�n — All wa�e� c�uali�y mitigatian basi�ss �nust ve flow- thrc�ugh. In-strea�n ini�i�at�on is ��tre�nely dif�cult to accomplish un�ess the ba�in is desig��ed �o acco�nmodate al� upsfiream tribu�a� area and ta mitigate for al� impacts due to up�tr�am deve�c,pment. Therefore r��c�st EAs will not allow in-strean� water qua�i�y mit�gati��� basi��s. It shall be noted tha� �uhile flow �nitigation BMPs may �e allowed ta b� const�-uc�ed within"jurisdictional waters", water quality m�tiga�ion$MPs will not be pe�mitt�d_ D�m Saf�ty Compl�ance �-- Basi� designs that would �e cansidered "�urisd�ctiona�" an� fal� under the Divis�on of Safe�y of L)a�ns (DSoD} r�view are not recommended_ Standard Detail� - Mo�t EAs vvo�.�ld prefer standardiza�ion Qf ele�n�nts of ou�let strueti�r�s that are like�y �o wear {e.�., trash racks�. Outflavv control structure� sha11 b� desi�ne� in aGcordanc� v�i�h �he �A's sta�lda�ds u��less site���eci�c conditions preclud� it. The District rec�t��res �1�e use of Standar� L�rawing WQ541 fo� mo�t basil�s. However a modified Distric� CB l.�0 overflow Qutlet is recornmended for �.��f��tration and sand filter basi��s. Minar rr�odif�a�ions to provide s�.�ppleln�nta� hydraulic aroutin� characteristics abov� the water quality storage��oluzne are accep�able. Genera� Sizing Cri�eria —The�e guide��nes relate to tl�e bas�c features �o �e included in �he various types af basins and �he general geoniet�'ics of the ba�ins de��gn criter�a. This Piit�e�•srcze Cozant��-Lo��i-lrtipact�evelo,p�2e�at Bt1�P I?�sign Har�adf�ac�k re��.9!?�II Fa�e 1 appendix does nat include ���e �rQl�.�n�etric siz�ng of fa�ilities. Fol�aw �he appropriate i�cr�a�ed runoff guidelines or BMP fact shee� siz�i�g. �eatechna�c�l Report� -� A geotechnical repa�t prepa�ed by ei�her a licens�� �eo�echnica� en�i�l�er, civi� engineer ar certi�ed eng,�n��ring geolQgist is required for a�l basins. Th� �ninilnum con�en�o�'the C eot�chnica�repor� shall inc�ude the fol�owing: 8 Slope s�ability- Discussion shall include the af�`ect th�basin may have an the stabilit� of adjacent slopes as a r�sult of tl�e basin's proposed locatian. • �om�actian, c�.�t a��d �11 - Issues due ta soi� campac�ion andlor eut and fi�1 canc�itions with regards �o the safety and eff�ctives of the basin sha�l be diseussed. • Set�acks from buildings, slopes, wells - The repc�rt s�all i�clude recommenc�atic�ns far the minin�un� setback required. froln bu��dings, onsite walls, and slopes. �n addition, the report s��all deter�nine t�1e location of any pre-e��stin�we�ls (onsite or offsit�} and c�arify tha�the minimum 100 foot ho�-i�ontal setback has been�naintained. • Embankment design - For embankments aver 5 feet in heig���, the geo�echnicai repart syal� include recc�n�mendat�ons as to its cansfiructian and clarify�hat the embanl�men� meets the requirements herein. • Boring lo�s - Bor�z�g Iogs shal�be provided witllin �he report a��:d a discussion c�f t�leir findin�s iY�cluded. Any subsurface conditions vc�h�ch may b� pertinent to the safety a��d effectiveness of t�1e basin �ha��be discus�ed. • ��gh Groundwater Level - The�istori� high broundwater levei shall b� determined. It shail be c�arified that a minimum 14 foot vertical separation from the l�ottQm o�'the basin to the tap af the historic high ground��ter�eve�will be maintained. �n adc�ition, where in�ltration basins are to be u�ilized on the site the following topics shall be dz�cussed: • Existing �onditions �i.e., Iegacy pollutants) - Where existing soil contains unusualTy lugh levels of po�lutant�, ���e report sl�a�l clarify�he ext�nt of�he pollution, miti�ation efforts a��.d the viab�li�y af using an infiltratian�MP effective�y as a resul�. • Znfiltratian Tes�ing - The use af ir�.f�tratian B�Ps �na� rec�uire an inf ltration ra�e be established as d.eseribed in Appendix A, "Infiltaration Testing Gui�elines". An in�il�ration tes�ing repart may be requirec� and�tocumented as de�cribed�herein Parking Lo� Detention - Parking lots sh�ll not be used to provide addi�io�1a� surface (abo�e �round) s�o�age for either water qua�ity Bl��s or to a�dress H�'OCs ._� __��.....�...�....�. �.,�._��. �i��erside Co��rr�j�-Lov��Ir�rpact L)��elaF�r�et�t��I�P I3esr,�r Hc�ndl�ot�k res.�.9`2f)I1 Page� �e�ps �nd Springs- Interini�tent �eeps a�ong cut slope� are typically fed by a shal�ovv grc�undvvat�r source (in�erfla�u) flowing along a rel�tively i�nperm�able soil st-�atun�. These flours a�e �recipitation driven and should discontinue after a fevv weeks of�lry weath�r. No special provisions a�re needed vvhen directin� the�e flows tihrough the basin. Hr�wever, more con�inl�au� seeps and sp�rin�s, w�iich extend �hrough long�r dry peri�ds, are like�y frorn a d��per �ou��dwater saurce. W�en cQn��nuaus flows are interc��ted and direeted �hrougll ba�i��s, adjustments ta the approved facili�y design may be require� �o account for the add.itional base flow (unl��s a�ready cansidered in d�sign). Priva�ely Ovvned Basins - All of the criteria he�ein app�y tQ pr�vately main�ained l�as�ns except t11at retaining wal�s n��y be used for � portion of interior slopes. Priva�ely owned basil�� are o�aly acceptable far co�n�nercial projects, multi-fami�y reside�atial pro�e��s a��d single fami�� re�iden�ia� eommunities vvith a vial��e maint�nance m�chanisln. R�taining wa��s may nat be used to support wa�e�r impounding �n�bankments. Retaining walls �hali not exceed one th�rd of tl�e out�it�.e perimeter of th�bas��a.. Detailed s�ruc�ural deszgn calcu�ations m�st be submitted with every �etaining vval� praposaL A fenc� �ha11 be provided alang the t�p of the wa�L The use of ret�ining wa�is in a basin re�uires approva� prior ta tentat�ve project approva�. The EA or PA may a�eject the pr�pose� use af retaining walls due ta a�sthe�ic and rr�a�ntenance concer��s rela�ing�a nuisance and graff�ti abaten�ent. �-.� 1.2 - �asin Gradin� P�ra�net�rs Basins must meet�he faliovving arequir�rnents fo�r side s�opes, fe�c�n�, and embankments: �nteriar S�de Slopes W At least 5�perc�nt of the faci�ity perimeter sha�� have interior�ides�� steeper �han 4H:�V and in no ca�e st�epear than 2H:1 V (even if fenced} to min�nlize safety risks. Side s�opes shall �e no steeper than �H:IV whenev�r ad�acent to down-�radient external property lines, �oadwa�s, �idewa�ks and trails. Emb�nkments - Fmbankm�nt fi�l slop�s (exten1al and internal) may be no steeper t�ian 4:� ujitl� no exceptia�as. Basin exnbank�ne��t hei�ht wi�l be�ased Qn the vertical distance from the design. averflow wa�er �urface (typica�ly the spilluray inver� elevation) to the lowest down�tre�m t4e af einbankmen� fil�. Basi�a embanl�ments higher than 5 f�et sha�l rec�uire de�ign by a geotechniea� �ngineer and shall have a top �uidth not Iess tha�1 24 fe�t. Far ernbankments S feet �r less in height, the minin�um top �uvid�h s1�a11 be 6 f�et. Embankmen�s for vc�ater qua�i�y basir�s may no�exceed 3 feet in hei�ht. Setbacks - A�1 basin �rading i�npacts shall be set back a mi��in�un� af 6 feet fran� dowtl- �radient exter�al property l�nes. This re�uiren�el�t app�ies to both the �op of a cut-slope and the toe of any exterior slope embankment, alon� with rip-rap ener�� dissipaters rela�ive to the proper�� �i��e (exeluding road right of way). The cut-slope se�back requirement is intended to avoid situatians where future offsi�e grading/cut-�lopes could t�.un an incis�d Rme�•side C"a��tnt}'-Loi�a�Ir�rprrct De��elaprr�ent B��fl'Ilesr�r Hc�ndl�oak t���. 9i�D.I1 Page � b�sin int� an emba�kn�ent-impounded re�ervair. For aIl cases, d��enc�in� Qn �he amount of discharge and s�te characteristics, additional setback may �e require� unless appropr�ate easements are secured fron�the affected praperty owner(s). There shall be a znini��u�n 6 foat setb�ck betw�en a basin and an adjacent sl�pe 4:� o�° steeper measured horizanta�ly f�'om the basin hin�e to the toe of the siop�. f°r�ir�i�u� ��rccF��s��b�c� °� ���i� ���� `r��� � � � �--� Ni��� � � ��'„`� � ,. � �:��` � _. r�=4 ��' �� �=�� ��`�`��� :�: ����c��� ��c�e s�c��e �Y� c�r s���p�r � Rri�ersrd�C`ot�n�j;_�����Ir�ipc�ct 1)e�,•elop���e��t����P➢esi��t��andl�ook 7•ev.9.�ZD11 Page 4 Forebay - A forebay shall be placed at �ach �nlet�c� t1�e�asin tQ allo�u f€�r the se�tleme�t and coilection of Iar�er particles_ A relatively smaoth concrete bo�tom surface shauld be �rovided �o faci�i�a�e mechani�a� remo�al af accuznula�ed sedi�nent, �ras� and debris. A rock or concrete b��m �epara��s the forebay fro�n the remainder of t��e basin. The foreb��'s design �alume �:nust be fro�n 3 to 5% af�he design valume, with the excepti�n of infil�ration a�d sand fi�tier basins whose forebays shc�u�d be 0.5°�� of the design valL�me. A full hei�ht notch-typ� weir sha�l be inade �hrough the berm �o convey water �o t��e main body of the basir�. Thi� n.o�ch shall be offset fra�n the inflo�� stream�ine �o prevent low�flovvs from shart circuiting. Basin F�oc�r Siopes - Surface ��opes shauld b� kept at a minilnu�n to a�low for as m:uc�i infiltaratic�n/groundwa�er � ���, recharge as is possible while stil� n�ee�ing vec�or concerns. All d�t�nt�o�l and extended det��It�on l�asins sha�i ha�� transvers� and longi�uc�inal bottom su�r�ace �� �� slopes of �% minin�un�. For inf ltration and sand f it�r b�sills,the basin floor shou�d be level. � � �` Gravel fi�led lo��-flow trench Dry Weather F�ow l�'Ianagement — All increased n�noff or e�tended de����.�ion basins (excluding in��tration or sand fil�er basins) �ha11 be �es�gn�d ta �ccon�r�-�odate �ry weather flows w�thout impairin� �vet weat��er fun�tion or crea�ing potential nUi�anc� or n�ai���enance i�sues. The l�asin shall ha��� a network of gra�el f���ed �au7-flow and co�l�cto� tr��ches cov�rin�; tl�e �ntiz�e bas�n f�oar are� a�on� wi�h a sand �lter drain ad,jace��t to the outlet s�ru�ture. See Figure 1 an fo�lowin�,�age. A 48-inch wide by 2�-incl� d�ep low-flow trench canveys flavv from the farebay to the filter d.rain. With a mi�d It�ngitud�nat slope of afi least 1°lo to promote inf ltra�io��, the unlined low- flow tre��ch shall be filled v�rith 2" gravel (ASTM I�o. 2 or s�n�ilar� to the f�nished sur�'ace ai�d sha�l not use perforat�d subdrains. �'ollector trenches beneath t�e top sta�e shall be arranged in accordance with Figure 1 w�th a maximum slope of 0,�°l0 �o promote in�ltratio�� and �nust ex�end fro�n the low-flo�u channe� to the tQe of�he basi�l side slopes. They shal�be �8-���c��es wide by ��--inches deep and filled with 2" gravel (ASTIvI Nc�. 2 0� similar) to t�a�e �nish�d surfac�. The co�lectc�r tr�nclies sha�1 not have perforated subdrains and shall be constructed u�i�h a�naximum spacin� of 25 feet an. center. See Figur� 1 on fo11a���ng pa�e. A sand filt�r drain �hall be construct�d a� the �ou�� point {or bottom-stage} of the basin adjacent ta�h� outlet structure. To a�oid c1Qg�in� at tl�� lo��est�r�f�ce af the au�le� structure, t��e top af the fil�er drain �s offset b��aw �h� lowest t�rif�ce af th� out�et s�n�ctu�e by �.33 feet (� inches). The sand ��ter drain shall in�lude an 18 inch layer of sand �fine ag�re�ate per Ri��er'sid�Caarr�t3�-Lou�Ir�lpact I)evelapn�e��t Btt1P�esig�7 Har�dhaok ��er.9%?011 Page 5 A��`�1 C-33} over a 10-inch gravel sub�raxn syst�m az�d sha1� line the entire bo�torn stage. The total deptl� af the sand fil�er drain, D�, shal� therefore not be less than 2.33 feet. 5ee Appendix B for standard subdrain cc�n��ruction. The filter drain's desi�n �olume n�ust be a zni��imu�n of 0.5% of VB�� an�the minimum�atto�n sta�e area is ABs=VB�,�PI DB�- �:����n��s r���-r��������„�a�:�� ,_ �€���� u�:�.��s r�ca�r��t�-������������,o���s�:�r �-ra�� ����r��t�����.�������-�`t����u����.o��� ���t��������������������u��c����� �����rt��r�r���� t��}����.�.€��E���€��rt�c��a��� s������r� ���� ��� � ���` �, �„� �cc�ss-r€��i�s��.�� � � � � � � �� �� ��� � � c�������s�-����� �.� �� � � � � � �,,. `� �t������vv���� �,�� � � ��� � �; � �� � � � ��'� �� � � � . � � � � ,�� ������� � : �; �.� � � � � . �� ���� : : �� � � �� �� � ; ��� �� ��,� � ������� �� �� � � � ��� � ���������� '- �� ...�; 1 �;,.: �� � �.���-��c��������� �•""�,,;,,,,�,� ������ �A�L� ��d��P�`fi��lA� t8"�'x��v� ��}LL���E}�TR��#Cl�� Ai`2�`C�_C h��,x ���� �""�""A�"C�(Ihf �-^� �M. � �C��t�L�+�?`4�'{�L����� � ����41� 3�ti��'`�Ci�!r'�.=�;� '� t��r�����,�-C�� � a��ti�F1'�.t�4��c?a�� E�+i���.@���E�9`��°k�f�� 5��"t ltJ��-A ...��W... �1���1C3;�F�nT1��'�A�'��tF� �C���FC�C��'�"�t�C��� �€.��r-�� C��T��T`TC�L��AII��G?�����' I€�d��C3��� v��L�P��!4�a��€P�Et3`�`�� i��`��T p� � ��"'�'�J�2�"C� i���1I�L Ft�.L�ta �'�7�C)F � �i�B��'�`C1t���T�C�� �.�V�1 F�.C7V�} {J�I�-�3.5 F�'�e,:,, ����Pi� T�E���€ ���Ztu�P����! '�'`�"t�T�F���9��t�'�� i��;� t��L '�,� �� _. �. ._� �-__—__�_........,..F.S�._.._.._..........`:�__,:�� ..._.....,.. --- `' '�� �"�.: �:��`:-�f,�;tf�I � � _ �_ - . - ��.e .o_r,�_ .�,-,. �`��`�'T-A�� L����T ���'TC7�S'TAC�k C�RI�l�� � �'������`3"t'7�1t� -�_"..�.� ���� 1�F'E�3�2�"� �, �'� � � GF2�t���.FI�LE£� '�:�". �������c���r����� 1�f�C�F1 L� �; ����°:�s�� ��`� �U�°�ET t��3F��� `����'��a�31��'��l��S� � t�"" � �� � ` � '[�"��at�� � ;, ��" : ���i� � ;,� � I���l�(;d�t�flT�� 1t5�`��I� ��VEL �sF 9.A��f? 1� A�S�t-(�"C.3 t�C�.5�C3F°t�7���R�� At�C�R����`E i.�Y�f� ��� � � �(�����F��GA#'C F'�f��'v�T�i C-��. ������� P���C�t��`���� F�o-�� � ��ff�t�Iti�.���.A��E�.��1��F2 ��������� '�����H ������� ����������� Rii�et•�ide Carant}�-Lo���I��r}7c�ct De��elr�pr�����t BI�I1'IJ�si��Hizr�dl�t�ok �� r��ei�.9i?DII Page C Figure 1 —Dry�eath�r �Ian�g�ment �eatures Clutlet Structure and �piil��va�� - t)utle� staruc�ure� sha�l confor�n t� Dis�rict Standard Drawin��1Q501 unless appraved in advance by�l�e EA. This �tandardi�ation is important in order�o provide f�r effiGien�maintenance. a. VVater �ualify autlet Trash Rack/Screen - The out�et's ori�ce �late s�a�l be protectec� with a co�lfc�rnling trash raek wi��� at l�ast six sc�uar� feet of open surface area or 25 tiarnes the tota� ori�c� area, �vhichever i� greater. The �ack sl�ail be adequately secured to prevent it from being rema�ed or opela�ed wl�en maintenanee is not occurring. b. Qv�rflow Outlet - In alI �a�in�, a pri�na�y overflow _ __ __. (usually il�te�`a�ed into the con�rol s�ructure) mu�t �� ������ provided to pass flows �,reater than the �esign ��o�ume °u���� �'���/��,����� up to the 1�0-year e`�en�. The design must pravide control��d €�ischarge directl� inta the downstrea�n conveyance system oar an acceptable discharge poin�. _ c. Emergenc�� Qver�ow - Zn addition to the above - _.. _. oyerflow req�.�ixements, basins inust have an emer�ency o�rerflow escape path sized to safely pa�s the �00-year �ributary develop�d peak flow in the �ve��� a�' total con�rol �t-ructur� failure �e.g_, b�ockage of the contaro� struct��e o�.�tlet pipe} or extreme inflo�s. - Emerge��cy overflow path�Tays aare 1r�tende� to contro� th� location Qf basin overtoppin� , and €�irecr overflows ba.ck in�o the downst�eam con��eyanc� system or �th�r acceptable dlscharge point. d. Eme�-gency� ���er#�ow �pill����� - B�sins wi�l� constructed embankinent over 3 feet in h�iglit and for BMP �m�a��kmen�s of any l�eight, or located an �rades in excess of 5°/a must provide an _ _. �._ . �in�rbency over�Iow spillway str�.icture. The _ : �r��,;,�� , ���,���� emer�ency overflow spiliway rnust be des�gn�d �o pass the 100-year deve�o�ed peal� flow, with a n�inimum 12 inches of free�oard, dir�ctly to the downstrearn conve�a�lce syst��n or an acceptable discl�ar�e point. Tl1e emergency overflow spillway sl�a�i be ar�more� ful� width, b�ginn�ng a� a po�nt midwa� acrass the berm en�bankrn�nt a��d ex��nd�ng downst�ea�n to a�� adequate flutlet point. Design of��ner��ncy a�erflow spillways �enera�iy requires the analysis of a braad-crested trapezoidal weir. Rrr�er•side Cozmt��-Lox-Ir��paet Dei�elo�t�te�at 811�f'Z3esigrt HrrndhooT�� _ „��.^...�� r�er.9.�2C111 Page 7 Ac�ess �.oads and R�m�s - Maintenanc� acc�ss raad(�) shall �e pra�id�d to the to� af th� con�rol struct��r� ancl o�hez- drai�la�e st�ructures associa�ed �uith �he basin (e.�., inle�/forebay, emer�ency overflov� ar b�pass structures). All basins shall ha�e unQb�tructed access fsom a publ�c street (see 5ection �.�, "Right-of-Way") with co�nn�ercial size curb cu�-outs and dr�veway �pproaches. Flood con�rol basins designed to attenuate the �4� year flao�i e��ent �l�al� ha`�e an access r�a.d a�-oun€� �he entire ba�in. Manho�e and catch basin lids shou�.d be within ar at the edge of�he access road a�Id shall be at least three fe�t from a property ��ne. Rims shall be set at t��e access raad grade. On lar�e, deep basin� (at 1eas� 1 S�� square feet bottom area, �neasured vvithout �he ram�, and avear 4 fee� deep), an access �ramp must extend to�he basin botta�n at the farebay for removal of sediment v�jith a t�r�ackhoe and truck. This is necessary �a t-�-uck �oading can be dol�e in t11e basin bot�am. Howeve�, on �mal� deep basins (�es� than 15a0 squar� feet, but ove� 4 feet deep), the truc� can ren�ain on the ran�p for loadi�ag. As such, th� ran�p may end at an ele�,�atio�� up to 4 feet abav�t��e basin bottom provided the basin side �1Qpes are 4:1 �r flatter. On small shallow basin� (le�s than 1�Q0 s�uare �eet battom area, and 4 feet deep or less), a ramp to the botton� is not required if tl�e trackhoe can load a tn.�ck parked at the basin ed�e (tiackhoes can ne�otiate mild i��terior basin side slopes). No raxnp is rec�uired for an�,basin 4-feet or less in depth if vehicular access is provided to the -- top of slape at the forebay and t��e sid� �lopes are 4:1 ar flat�er. �Depth tri�ger for razn� is � ineasured from�op af siape ad�acent to forebay invert.} Desi�n of a�ce�s roads and �arnps shal� lnee��he foliowing desi�n criter�a: a. Maxi�nu�n grade (ineasured a�oi�g ramp center�ine} sha11 be 15% far a�phalt ar concrete �av�ng and 1 Q% for soft surface nr modular grid pavin�. b. Inside �uurning radius sha�l be 35 feet, n�ini�num. c. Fence �ates sha11 be �ocated Qnly on s��aight see�ions af road. d. Acc�ss roads shall be constructed with an aspl�a�t, conerete, 3-inch layer of campac�ed. Class 2 ag�'egate road base material, d�composed�ra��i�e or mt�dular�'i�paveme�lt. e. Acce�s roads an� ra�nps shal� be �5 feet in �id�h on curves, �2 feet on straight sections. A paved apron shall be pr�vided where access roads connect ta pav�d pub�ic r€�adways. .�r��ersTd�C���nt}�-j,oti1�h�l�net 17eve1a�rr���tt B���P'Des%��I�arzdbaok �'�•.�g/��1� Page 8 1 r� - l..�i�.I�C�.�CIR���.� Landscaping will likely be re�uir�d by �l-�e P�annin� �u�horit�r. Landseapin�; rec�uirenlents sha�� be in ac�ardance �vi�h Riversic�e County C)rdinanc� S5� oar equiva�ent a�;ency ordinance. Care mu�t be taken tc� en�ure that landscap�ng does�ot hinder n�a�ntenanc�c�perations. a. Facilities sha�l be designed so tha� �hey �o not re��.�ire mowin�_ Where mt���ing cannot be a�Toided, f�cilities shall be desi�1ed to req�.�ire mawing na mare than once ar twice annually. A 6-foot n�in�lnumE width m�.�st be provide� to allo� a mQv�er�o pass (�e�Figure 2), � � �� � ,, �. � r.� � � � � � , , ' � , �: < � �� �. � �� �.., � „� "� ,�,, �`N � �, �� ��� �`.������������. ��������� �. �������� �������� � ��� � � ��.��'�����` �������.' ��� �`�`��� ��� <���� �������������'��'�� �"�� ��� ������� ��, ��w�� �� � Figure 2- L�ndscaping�etb�c�s (�ource: King County�VLR) b. Turf and lawn areas are not allowed for public�y rna�ntain�d basins un�ess an appropriate land�cape nlaintenance en�ity is iden�ified. c. Plant�ng is restricted on en�bankmen�s thafi impflun� water either permanently oz� temporarily duri�� storn�s (�ee figL�re 3). This reduces �he Ii1�e�ihc�ad of blou�n dawn trees, or the possibi�ity of channelin� or piping of vvater thraugh the root system, u���ich may contribute to da�n fai�ure �n embanklnents that�retain water. Rii>c�:side C'oz�ntt�-Lo�t�Irr�pc�at I)c��elopr��e��t B�1P I7esr���ar�c�I�a�k �_.� � re��.}!�(1I1 Pag�9 ���� ����� ���� ��� �� ; , � �� , , : ; � , e���� ;�� � ; �� 5 � �� � � �� � � � �� � � ' '� � s�„ ��� � ' � �; � � ��� � y� � � ,,-� ����� � �,,,:;.,- ��������� ��� ����:����� ���� �������i���"�� �� ��:������� ��a ������ �`���'�.��� ������ �;��� ���� �� �������,� �� ��'�Y ����� �'����� ���_������ � , . � ���„ _ ,,,; �"' " ,���� �� ��w� � ��� �� � � � � '�� �'� � �� � , r ' , ;. � � ; � � � , �. � � � � �„ v:� F -. . . � . � . . . - � �� - ' � 4���f s �����������`� �� �-��r����"�` ���v���� ��'G����� �'�F' �� � � � ��,��zz�������-� �� ���_ .�?'' �� �-�� �;=�.������:��:���������"� ��:��z" _ ���w�E'�����'���� �"���:'�''�Y �e"�`��� �,.'."�,��.�"��`�'r,'��=-�� �����`�� ��n%��"���:���,°° �����;�� �-�'';����:� :��������`�o .I� ���'��,�a����x���.'�� �'���'�F`� x������ ��✓���� ���,�y������' � '�:�'��'� ����� ��'��"����.=� ��..� ��",`�"�z 2�:�� ,���;.�� �� ��-�� �--'�c��� ��-s_v,. ��- ����� �'e�,.,�,c��,�''.� a��.�������F;'. 'v,�� �r�.',:.�� a��.5 �� . x � ��"`-�' �r'����' fi-. '"�' ����:.� �'�:�.:�� �„¢��-„;�.�cz-��,. qf,��. ��a-�'��`,r`'�'"'�.��., �. �� �.��,_��.�'��� � �r�, �:�a.,�p'.'.,.'r �. -a � '�' ;s � �� ��„�,�s x�-; � ���r��� ��`����,��„� ���_`� �� ,.;��:� �:.:;,.� �,. .�,.�-- � �:�� .� � . . . � '% * , �� ���`��� c�����"��.>� Figure�3 -�azardous Land�caping Fractices (Source: King Cnunty WLR} 1Vote: �'liis r��st�Rict�o�� does ��ot a�ply to catt sla�es t��at fo�jr� I�crsi�� bar�l�s, o��l�.� t� etnb�rrrkine��ls. d. No trees or sh�-ubs �nay be planted w�thin 10 feet of inl�t or c�ut�et p�p�s or fr��n �nanmade drai��age structu.res such as spilivvay� ar flaw spreaders. e. Trees w�th roots that s�ek water, such as vct��low or papiar, should be avo�ded within �U feet af pi�es or rnanll�ade st�ruc�tures_ f. Evergreen trees and others thafi produce �-elat�vely littl� leaf-fal� �such �s locust) are prefer�-ed in areas draining to �he basi�. Trees shou�d be set back so branch�s do nat �xtend over the outie� s�n�etuare area of the basin (ta help pz-even� clogging). Drough� to�era��t spe�ies are recomme��ded. Rz��ersr�e Co�m�,--La}s�I�;7pac1 D���Ic�pr��e��t ByII�'Desi�7 Hc�r�dl�ook �e►�.9j?(II� Page 10 g. Tree� ar �I�rubs may n�t b� p�an��d c�n portiflns Qf water-iTnpo�.�ndin� emba��men�s taller �han four�ee��igh. �n�y grasses may bc planted on embankmen�� �a�ler tl�an f�ur fe�t. 1.4 - Additiona� ��quire�nen�� Fe�cing Crif�r�� - The re�u�rements for slc��es and fencing are intended to di�courage access to portions of a basin where steep side s�ope� (�teeper t��an 4:1) increase tlie pote���ia� fc�r slipping in�o the basin, and to a11ow easy egress foar those who have fa�len wi�h�l.apes t�iat are �nild eno�.�gh �flatter tl�an 4:1 and unfence�} to a��ow for easy escape. If�h� basin wi11 hald water deeper �han 2 feet, a physica� barrier as demaarcation of the basi�� Iimits is requir�d: a. Where lnterio� �lopes are s�eeper than 4:1, the ba�-�rier shali be a fence G feet i�height(see District Standard I)rawing NI-8�1 for chain li��k fence detai�s). In jc�int use ventures w�iere a special district or agency��as a�reed�o main�ain landscape facilit�es, tubular s�e�l fencing such as t�iat meetin� Valley "�Vide Recreation and Parks District l�ndscape standard L:G�Cl is also acceptab�e. Func��c�na�ly equiva�ent desi�,ns may be acceptab�e on a case by case basis. b. V4�here int�rior slopes are 4:� or mi�der, tl�� physica� de�narcation shall be (3-foo� minimum height} v�nyl or PV� rail fence, past-and-cable, maso�iry w all, or densely �lanted hed�es. Funetionally equi�vaient desi���s rrray be acceptab�� an a case by case basis. c. �f the side 5lopes u��du�a�e, an� se�ments of tl�e slope are s�eeper than 4:1, tl�e barrier standard fran� "b." above �nay b�used in place of the �-faot fence for the shor� �e�.ag�l�s of s��pe as specif ed here: �"he barriers descri�e� in "b." may be used f�r sections of 2:1 slape not to exceet�20 Iin�a� fee� and s�ctions of 3:1 ��ope ��ot excee�lin� 5� �ineai feet. d. If requ�red, fenci���shal� be plac�d at ar abov�the �verflaw water surface. 5ide slope and attendant fenc�ng re9uirezn�n�s are no� applicab�e to slopes above the overflo� u�a�er surface. �ates - Vehicular access �hall b� li�nited by a dou�le-posted gate i�'a f�nce �s required, or b� bol�arcls. Access road gates shal�be 14 fee� in wid�h cansi�tinb af two stivinging section� '7 feet in width �see the Dis�ric�'� Standard Dr�wing M-8Q1 �ar details}. Alternafiely, two �ixed bollards on each side of the acc��s road and two removable bollards equally locat�d betweet� the fixed bollards may be used. Add�ti���al ��ehicu�ar access gates may �� re�uired as needed �c� faciiitate maint+enance access. Pedestrian access �ates (if needed.) �hall be 4 feet in widfih. Signage - A�l basins to be ��aintaineci by the Dis�ric� s1�a11 have a sign pla�ed for m�ximu�n visibility from adjacent s�reets, sid�wa�ks, and paths. The sign sha11 n�eet th� design and insta�latiQn xequirements il�ustrated in Figure 4. �i��er�id�C"oarr��j�-�.0�1��ia�peret 1����lo�r��elat Br�IIP F�esr�r Hrrndl�ook� re�_9f?f�ll Page 11 Righ�-of-Way - Bas�ns �hal� not b� located in a dedi�ate€� pub�ic rQad right-of way. Public�y maintained basins sha11 be in a lot dedicated ta �h�public. Any 1ot not abutting the pub�ic rig�it- F�err��nent 1�1��er C�u��it� ����rr��ti�r�a� Sit�� �.�,� �r��s �����, �� o�� ����. �tarmwat�r Runoff is heid h�re vffer storms.It i� re�evsed p . ����►�y or ������ �������� ��xr �to��, ����, �t ,� D���[� replaced by incoming ftn►�s. TF�is oll�ws inf�ltrut�on.helps prevent downstream flood�ng d' Qnd er`rssic�n and helpS c�eon the woter,Fpr � �,� ; mor� information or ta report littering,vanda�lisrn ;��� � or pther problems�collRiverside Counfy Ftood �°~''� Cantrol8� Water Cons�rvatinn Distric� Facil�t�e� �Aaint�nonc� ot (951) 955-12��. _..__. .-` c,� Ba�in nome,Bosin number oi ... � � � � 0� O �� O SP�CIFICAT[ONS< 5ize� 48 inche� by 24 inehes Mdterial- C3.125—gaug� aluminum Face� Nan—refleetive vinyl ar 3 cnats o�tdoor enarr�el tsproyed). Lettering� 5ilk sCrsen enomelwhere �assib[e,or vinyt�etters. Colors: Beige bt�e�cgrc�und,navy blue �etters. Type f�ce. E[ectrleol condensed.Title:3 inch:Sub�-Title<1 1/2—irsch�Text�1 inch;Ctuter border. llinch border distonca frpm edge=1/4—inch>qll�ext 1 3I�—inc� from border_ Posts- Pressur� trepted,beveled tops,1/2—inch high�:r thsan sign. Installotion: Secure to €ence if available.UtF�erwise,instolC twa 4"x4" pnst,pressure treated, maunied atop r� grcavel bed,installed in 34—inch concr�te filled pnst holes t8—inch minimum dicameter),with the top of sign no hig�er thon 42 inches from graunci sc�rface. ��acement: Face sign in direckian af primary visuol or physical access.Do not block any aacess rood. Da not ploce wikhin 6 feet of structurc�I fociliti�s (e.g.manha[es,spillways,pipe inlets). t�ote�lf the facility F�as c� lir�er ta restrict infiltrqtion ofi starmwutEr,the following ncate must be added to t}�e face oi the sign�"This faci[ity is lined ta prratect groundwczter quafity." RIVER5IDE CQS#�TY FL600 CE.1I�ITRf� �� Figure 4- Typical Basi�n Signage �SUE3JECT TO �EV[S14N ._..-....�... ..�-.�...-�.�_ w.�. a�,E: STAhiDAR[3 DRAWING NUMBER wo�az af-way wi�l require a 16.5-foot��vide extension of the lot to an acceptable access location. Ri��er�ic�e C''�t4n��-Lc����Ir�t�rrct�3c�s-elaprrae�ti'BiI1P�esr�tt�Iar�dbc3ok t�er�.9l�011 Page 12 " ��'��`���.��'� ��1��`���� �.�.�� f ����5�tl'�1�5� � [���i�a�ed Lc�� ����r� ' `�� be �r�v����i � � � ' �3edic��ed 6��� ����� ,, � , ���������� �ry�'. ���������� ������ ��se�-��c�ss a�����bl�tca �as�Z-�c��s�mus���acquire�tf�rc�ug� ��k�li� road ri��t�-��-��y. �d��cenC lot tc�p�[l��i� rt�ad ri�E�t-�a�-�vay. 1.5 - Bas�ns �n Recreatianal Spaces A��y basin sit� vc�ith a battom surface area larger than one acre will Ii�Ce�y be requir�d to �ncQ�pora�e actxve u�e area and shal� be �esigned only after consul�at�an wi�h the PA �o establish site-specific gu�dance which may inc�ease the total facility foo�print. �f mul�iple uses are being con�e�nplat�d, consider the fol�ow�ng: p P�ace �h� active u�� areas sucl� as ballparks, playing �e1ds, a��d picnic areas above �he wa�er�ua�ity de�ign volume�V����)panding�imit. • Use a multiple-�tage detention basin to Ii���it inundatian of passive r�crea��onal areas to one or tvvo occ��rences a year. • Side slopes shal� nat exceed ��% �4.�) un�ess they are existing, natural, and covered�ith vegetatian_ � Locate th�basin in a separate lot. • �ncorparate a bypass s�stem or emergency oti7erflow pathway tha�t does nat pres�n� a safety I�azard or discharge into active recreation areas. • The basi�� shall be landscaped �n a �anner to enhance passive recrea�iona� oppor�unities such a� trails and aesthetic �.riewing. �nquire with the PA whether �he basin can be compatible with the open spa�e value and functians. If the criteria above are met, projects may be able tQ r�ce�ve some reduction in ret�uired ansi�e recr�ational space if appro�ed in advance of�entative p�Q�ec� approval by the PA. Sect�an � - Debris Basins Deb�is basins differ from stonnwater det�ntiion and vvater c�uali�y basins in that they are not intenc�ed �o detain f�aws or t� mi�igate pall��tan�s (other than t�ebris}. They are sin�pl� utilized to coilec� �arge clebris fron� storm flovvs for later re�no��al. Th� �uidelines i�� this s�c��an app�y to debris basins on1y. Site �ccess -� I�ebris ba�ins �ha�l have u��obstructecl acce�s f�om a public �tr�et (see S�cti�n �_ 1 4�_"R��„ht of Wa�" wi�h commercial size�urb cut-ou�s and dr�vewa�,a���oacl�es�,�,_� Rr��elside�'o7rnt��--Lou�I»�pnct 17evelt�prr�et�t,��IPI1esi,��Hctndbflok f-ei•. 9/2�J11 Page 13 F�r��ing — The ent�re fa����ty shal� be enc�osed w�th 6-foot high chain �ink f�ncing and 14�- foat high double drive bat�s. Where the peri�nete� fencing erasses a strea�nbed, cable or barbed wire fencin� across �t�eaanbed w�l�be prov�ded. �I�in�enanc� acc�ss - Maintenanc� acces� shal� extend ar�und the el�tire perimet�r of the fac�l�ty. Rc�ad� sha11 be a ininirnu�n of 15 feet wide (�0 fe�t u�ide if on an embankmen� of 3 feet ar high�ar). The minimum design turning rad�us sha11 be 35 feet. Ramps shal� be a minimum of�5 feet wid� u�ith a maximum Iongitudinal s�ope of�4%. Bo�h �-oads and ramps sha11 be surfaced(fuii width)vvi�h�" of campac�ed Class 2 ba�e matear�al. Basin CutlFill s�apes—�11 basin slopes shall not be steeper than 3:1. StockpilelStagin� Area — Shal� b� situated immediately adjacent t� the basin. The miniinum acr�age shall be suf�c�en� to temporarily store 2t�% of volume of debris accumulated in the �t�0-yr-f�requ�ncy design event. Surface acreage sha11 be ealculate� assulning a stocl�pile of �0 feet �xi�h wi�h 2:� f il ��opes. A minimum 1�-foat w�de access raad witl� a 35-foot �ide turning rad�us shall be provided�o accommodate e�uipment aecess. In additi�n, a 70-foat long by �5�-faot wide strip is required for et�uipment loading and un�aading w�thin an area of sufficient size to maneu�er heavy construction equipment. �Iinimum Basin Floor Surf�ce Are� — Basin flaors 1,44� square or gr�ater mt�st be grovic�ed witb a mini�nu�n widtl� af 3t� fee�. �utlet Stru�ture — A tower-type autiet is nat pennitted. U�� outlet structur� des��n �imilar �o that us�d in desl�is for Tahquitz Creek and Oak Stre�Y Deb�is B��ins (slotted/sl�nted g�ate}. A11 s�ruc�ures and ran�ps ta structures sha11 inc�ud� safe�y rails/belly bars at ��1 stairways and wherever appropriate. �. n�inimum af two (2} visibl� depth (pad€�1e} gau�es shall b��ravided. RzveT sid�Coz�rrt�--Lotit�brapael De��elaprrte��t SII�P Desig��.��rtdl�nok r'2��.9�?(�I1 P�ge 14 ��ter Qu�lityF NIanagem�nt Pian ����P} PAR��L�VIAP�tI(�. 35039 PAR�'EL 3 1� e11�.1X �r �� �GREEMENTS—CC$cRS, �O�fENA�1T AND �GREEMENT�AND/�R OTHER MEc��,���n�s Fo� E�suR�n�� o����n�� t)PER�T�oN, MAINTENANGE, FUNDI(�G �,ND TRANSFER �F REQUIREIV[ENTS FOR THIS PR�JECT—SPECIFIC �/Q�P A—�7 F"ebruary 2I, �014 s �E���i31NC� R�l�t�E�TE,� �Y: v�`N l�or� �el M�r'+�• i�� �r�k��' ��"� # ��'��—������'� ,� �Property C)w�er's ame� 02/3?/2 0�5��i2 �OP�Fee:60.00 � Recrrrded in Offici�l Records /4���H�� RE������ �Q��.��• Cocanty of R,�verside Peter Aldana /I��� ��il'1.sT/Q�&� Assesscr, County Clerk & Recorder 4Proper�y C)urner's Mailir�g Address} F�. �...�,��� /�urr,s�n. GA� �25C�Z S R V PAG� SIZE �A MI�C L�N� RF� COPY ��� M A L 465 426 PCOR NCOR SMF NC�G ��� T: CTY UN[ SPACE ABOVE TH{S L[(VE Ft7R RECORDER'S USE �� ��� � ��� ������ ����� E � �'�.� � T� � �� �.� � F��. ��'c,�/ � Pr� ��p�� � am►e Of f'rojecf� �� �.�� �� �/r�c,�. �A�Io1��SS �1' Tr����' N1��/L��� 11�t�.� ��l�� G� ����� __.�_�.�___._._W..___.�_____.____._�-. �.- ����� - --�___��T . �_�..�.�. --- i. ' Y•���i ��QR�f• ,4i�/F���E,��ii,r���l� mnr�iar����i ���r�t�c►n and �a�n�enance�q�e�m�nt _��.�.�� �t'op�rty C�wrter Na�rt�: G�v�i i�l�e /��e /� - F'r�per�y�►wner��i�ing �lddre��n � ��1�� �/� ��-e�, r ��� 2 . Project�1�dr����ar L��a�ion: � �v /r� q�P,,r'! /� I��v/�t � 9�`v9� P�°�j���'� A�s�s�vr Parc�� �ur�ber: ����'���"�(i'�� This C�peratian and M�inten2�nce Agreeme�t (Agr�ement) is made in The Gity of TerrEecuia (���y}, a municipaf agency, Ic�cated in the County �f Rivers�dey State of �al�fornia, by�insert pr�perty�wner) Sovf� T'o��f� / �E�wner}, this �inserk day) 2� af�inser�month and year) . wn�a�y_ 24��5 _; WNERE��, the (�vvner owns rea� pr�perty (Prop�r�y} as descr�bed in Exhibit "A" and depicted in Exhibit "B", each of which exhi�it is �tt�ched hereto �nd incarpara��d by referenc�, and has �rt�pc�sed that �he F'rvperty be develop�d in �ccvrd�nce uvit� government�l approvals i�sued by the Gity and c�th�r a�encies �tav�ng jur�sdiction ave� �h� ��op��y; i�'HEREA�, at the�ime c��in�tial appr�val of th� dev�fo�ment projec� ��roject) knovvn �s �ins�r� name af �roject} �a`�-G�r ,� a�ce.�l/�' v. ✓��D39 v w i t h i n t h� P r a p e�y, t h� C i t y r�q u i r e d �h e P r o j e c� a gener�te � 1Nater Qualit y Managemen�Plan �'VVQ�lP). Th�'1l�tQMP describes how t[�� Project propose�ta remove pollutan�s and minimiz� �ny �civerse impac�� fram the discharge of starm wat�r and nan-storrn� water �runofF g�ner�te� as a resul� Q�t�e Proje�t, �nd includes str�ctural and non-structura� treatmen� d�vices, ��so knc�wn as °Best Manag�r�ent Practices� ��iVfPs}, that v�rill be constructed, or insta�le�4, vr implement�� for this pu�ose. Th� �re�is� Iocation�s} o�these BIVIPs are depicted in th�U�IQMP, on file�rith the �ity; � WHL��REAS, fhe�wner signed and cer�i�ed the WQMP and a�ceptecl the requir�ment to routinely inspect, clean, maintain, repair, reconstruct, and r�piace the B�UIP� associated �rith the Pro�ect ir� Qrder to re�ain tf�eir�ric�inaf intent and�ff�ctiveness; 'll�'H��tE1��, fihis A��-��me�t �s t�ansferab�e on�o s�absequent owne+�s, ���rs, executar�r a�minEstrator�s, re�resentatives, and assign� (cQllectively "Succe�s�rs"� af this Prope�ty, Projec�, �nd al(asso�i�ted BM�s; {MI�EREAS, #he ��►vner and Successars ar�aware t1��t such operation and m�intenar�ce requirements are in accardance with, and �nforceable und�r, the Ci�y's Municipal Gode and S#ate and �ed�ral �nvi��nmenta! laws regulating t��discharge of pallutants in storrr� v�ra�e� and r�o�-stormwater runa�F, �nd may �Iso requir� compliar�c� with Laca(, Sta�e, anr� F���raJ �aws and tegu�atir�ns perkaining #� cvn�ined s�ace er�try ar�d wa�te �ispc�sa� meti�od� in �ff�ct at the fime such main�enance occurs; _�..._W._.�....W..___._�.____�._..____ �..w.._ __� Page 2 -rv_. ___. ___..�.. . --____ _� _.�.._ s N�QW T'�4�RE��RE, t�i� �wn�r and Success�rs shali b� subjecfi �o t�e fc����w�ng conditi�ns: 1. This A�reeme�t shali be re�ord�d in #�e Office o� fihe �ecarder o� Ri�ersid� County, C�liforr�ia, �t the e�p�nse �f the �wner and sha[I constitute notice ta th� ��►ner and ��! �ucc�ssors c�f the title t� s�id Proper�� a�the �bli�ations required by �his A�reement. This Agreement shall aiso be acc�mpanied by a copy of �n `Operation and Mai�tenance �lfanua!`, included in Exhi�rit "C", providing detailed ins�ru�ians on haw and when each tr�a�ment BNt� propased for construc�ion, or insta�lat�ar�, vr implementation must be inspected, cleaned, mainfiained, rep�ire�d, recc�nstruc�ed, and r�placed, if n�r�essary, (co�Iectiv�ly "Mair�tained") in �r�er t� r+�tair�thei+r arigina( intent and ef�e�tiv�n�ss. 2. C�wner sha[I, at�he�r sale cost, exp�nse, and fiability, routinely maintain a�l BMPs ir� a manner assuring pe�k perFormance �� aN times without request ar dem�nd �r�rn the City flr oth�r agency. All reasanable precautiQns sh�ll be exercised i� the removal of any m�teriai�s) from �he BMP� �nd #he ultimate disposa� of t�� m�t�riai(s) in a manner consistent with al� rele�ant [aws and regutatia�s in���'�c� at t�e tim� o#'the recording of�his Agreement. As may be requ��#ed from time ta time by the �ity, the t�wner shaii pravide the �ity with dvcument�tian identif�ing th� inspec�ions, mair�tenance activi�ies, maf��iat(s} and quantity�i�s} removed, and di�pc�sat destinations. 3. C.�wner hereby provid�s th� City cQmplete �ccess at�ny fiime artd of ar�y dur�tion du�ing ��siness hours #a �he ��1[Ps, �heir immediat� vicinity, an� a�l l��a�ly ac��ssi�t� areas drainin� tc� them upar� r�asonabte notice, ar in ca�e afi �mergency as determined b�y the �i�y withr�ut �dvan�e notice, �ar the purpose c�f inspectin� the BN�Ps and/c�r samplin� runoff into andlor from the �Mps. Tne ��ty s�all r�nake �very ef�Qrt �o minimize interf�rence with the Owner's use vf the PrQper�y c�u�ing the�e inspections and sampling ��ti�ities. 4. In �he event th� Ow�er fails to accampli�h t�e necessary operatir�n and maint�n�nce abligatians �equired by this Agr�ement, the f]wr�er hereby authorize� �he City tv p�erform any �rtai�t�r�anc� rt�c�ssa�r to �estore t� 8�l�s to their original in��nt and effectiveness. Owner sE�ail reimb�ars� all �xpen�es ass�ci�t�d v�rith the City's maintenance activities ta the City, including adminis#rative costs, attarney fees, and inter�s� thereon at fihe maximum rate auth�rized by the Civil �ode. The Gity m�y al�a opt to use the �ro�eeds frvm any securities paste� for �he project, or plac� a lien a� the Prop�rt�r �n such amQunt as will fully reimburs� the Ci�y, to pay far such maintenance in order tv c�uaran��e the con#inued perFormance af th� BMPs. 5. CJwner shall no�ifiy any su�c�ssor t+o title af ail or par� of the Pr�p�rty ab�ut the ��ist�nce af this Agreement and provede such nc�#ice �nc� a capy �f this �gr�eme�t priar �o �uch Succes�c�r obtainir�g an interest in �II c�r par� of th� Proper�y. ___��--_�._._.�......_......---.__._..____�_.__._._.._��_�.. —.._._�_ Page 3 --__._ _..��_ � .__�__�__..-- ._._.__�_ . ��!1�lT'NES� TN�����, t�e�Own�r hereto a�i�ces their signature a��f th�d�te�ir�t wrii��n �bav�. C)�V�tE� �. ��'N�R � ff triQr�than cane aw�er : � v� Name N�me . ....�. Sr ature Signature ' � ���� ������������ Title Title A notary acknt�wledgement is required for recorda#ian��ttach appropriate acEcnowledgement). ._..�..___. _���...��._ ._.�.��......_.._.�_� page 4 _.__.._ _— , ' , � s. �l#I��FORN��4 I�LL-PIJRPOS� AC�CN�IAIL�[i(�1V[El�7' Cla/IL CODE§ �189 A notary public or Qther offic�r completir�g this certifi�cate verifiss only the identi#y of the ir�dividual wha signed the dc�cument to which this cer�ificate is att�ched,and not ti�e truthfulr�ess, accuracy,or vafidity of tha�documer�t. State of Ca[ifornia } County of i (�'� ._, � � On I��,,,,.,, ���befivre � � �te ' Here nsert Name and Title of the Officer persona�ly appeared �� � � Name(s) of Signer(s) , who proved to me on the basis of satisfactory evidence �o be ��e person whose narne� is/�e subsc;ribed to the wi�hin instrumer�f and acknowledged t me that he/s�e/t y executed the same in his/h,�r/t�ir authorized capacity(i�},and that y his/t�er/t�i`r sigr�ature�on fhe instrument the person�` r� , or the enti�y upon behalf of which the person ) acted, exeCut�ci ine iiisrrumen�. 1 certify under PENALTY OF PERJURY under fhe laws of the State of California that the fioregoing paragraph is true and correct , - WiTNESS m and d offiicia! seal. . JUI.IE,#ONES � Commia��an#2t#04165 " � 4' Nctary p�blie•C��ftarn�a � Signatu R�y��������Y � -� Signature of N tary Public C�m. r�s Fab f3.201 T Pface No#ary Seal Above 4PT10NAL Though this section is optional, campletirrg this information can deter al�erafion of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Docu nt Ti�le or Type of Documer�t: !� /�Document Date. r� Number o� Pages: Signer(s) Other ha Named Above: Capacity(ies� Ciaimed by Signer(s� Signer's Name: Signer's Name: ❑Corparate Officer -- Tit(e(s): (�Corporate Off' r — Title(s): ❑Partner �- ❑Limited ❑General CI Pa�tner -- Limifed ❑Generaf ❑Individua! ❑Attorney in Fa ❑Individ ❑Attorney in Fact ❑Trustee ❑ Guardian or onservatar ❑Trus e ❑Guardian or Conservator ❑4ther: � e�.. �igner ts Representing. ,,, � �gn�r Is Represer�ting: 02014 Natiar�a(Natary Associa�ion �www.NationalNatary.org � 1-80�-US NOTARY(1-800-876-6827� �Item#59D7 ���� �� �Lec�al DescriptiQn o�'F�ra�erfi�r) 35439 ���� z 2 3 .� .�Z-- S 3 �ar��� 3 Page� ._._.,.....�, _�...�..... �,.,........_.._.�..�.� � ��E.� �C,�1VIP ,�'Xhibit�� at�G�r ��3 3543 �'�t°��� 3 ��c�� 2 2 `�J � � 2- r � .� Irtfiltratian Basin BMP Per �ttac�ed 1lVC��P Site P�an ��.���..T___�--��._...�..�.�..._.��.. �._.,��_�. �.. 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Q , 6✓�/ .v � � � � � � � ,� ": '_ � W Q �1.. � � .� � � � � � � � � Q � � � L.E� (� � � � � 0'_ W �" ,--. � �,�. �„ � Q �- cn .�, � � � � �w � �' � � � � � � � MW � c� � � � � .. ..... � C.� p� c� � r � � � � � o � � � � H � � � � IW 1 � . U� � � W � C� ._�_,�'.�'°' " � � � � � • � � c� , �� ' � � � W� �-" . r OC� � ;: Z u-� �C � U3 -..,�-, , � � . �—� z F— w � � � � � � � � � � � � � � � � � , �; � '��U11 az ; _ � � � c� � �: W � � � � � J � � C!� � � W '.�'�— � � e a a � Q r ��� J � � a ■.s � r � � ` d W � � � W � � � � � � O� - � � � � � � � � � � �M W � � � � E�HIC-�tT C ,�C),��erafio�araal tNainf�n�n�e Ailat�u�t) �p�ratiar� �r�d ��ir�te��n�� F�e�p�r��i�ilit� fo� Tr��tr��r�t �ontro� �N��� This Projec� 5pecifc Water C,�uality Management Flan includes an individually owned, custom sing�e family r�sidential home praject within Parcel 3 r�f Parc�l Map 35039 in the Cit� of Temecula, Riverside Ccrun#.y, �A. The dev�lopment presently exists as an improved but vacant subd�vision of 3 graded eustom residential lvts servic�d by an imprvv�d privat� street,Via Va�encia. Parcel 3 is �ocated an the nartheast carn�r of Santiago Road and Via Valencia approxima�ely a rnile east of Ynez Road in the City of Tem�cula, The properfy is zon�d L-1, low density residential. This WQ�P propos�s to mitigate the proposed pro,�ect wit�an infiltratian ba.s�n BMP as a structural treaxment BMP. The Inf ltratian�3as�in wi�l be�ocated at the northeast cnrner of Santi�go Road and Via Valencia between Via Valencia, the proposed Parcel 3 driweway, and the t�►p af slope adjacent to Santiago Road. The infil�ation basin is designed ta trea�the BMP Design Starage Valume generated by the project. The BMP Design Storage�lolumes will be pre- treated by fl�wing through la.ndscaped swales prior to entering �he basin treated by infiltra.�ion pric�r tQ diseharging via a ^obble swal�and intca Via Valencia�nd as it currently does into Santiago Raad. The propQsed BMP will be maintained by .he property Qwner c�f Parcel 3. In addition�various apprapriate non-structural B�IP's will be identified and required as part of'this WQMP. �n addifiion to the infiltra�ion 6asin BMP's, the fo��owing site design cc�nc�p� have �een incorpora�ed to achieve t�e foil�wing: 1) [Trba.n Runoff has been minimized by eliminating concre�e sidewalks adjacen�to the pr�vate str�et. 2j Project slope landscaping will be enl�anced �ith additional plantings and r�gular maintenance tc� reduce s�dimentation. 3} Project landscaping will incorparate lawn and ornamental plan�ings that will pr�-filter runofF prior to discharging into the infil�ration BMP's. 4} All areas are designed to discharge through an infiltratian basin Bh�P and�hereby minimiz�dir�ctly connected impervious areas(L?CIAs}. The inf ltratian basin wil� be maintained by th� Parcel 3 property owner. In a�dition various appropriate nvn-structural BMP's will be iden�ifed and requir�d as part af this �QMP. Z]rainage firam this site will continue to cirain�outherly to S�.n�tiago Road and westeriy to Ynez Road and down stream into the east of Murrieta Cree1�through a ser�es of vpen chann�Is. �nf�trat�on_B��i� ��'ective infiltration basin performanc�requires re,gular and effective maint�nanc�. Specifc maintenance requirem�nts for �nfiltration ba>sins are presented below. A, Genera!Mainteaanc� A�� inf ltration basin comp�nen�s expected�o r�ceive andJor trap debaris and sediment must �e inspected for clogging an� excessive debris and se�iimen�accumulatian at least faur times annually as well as after ev�ry storm exc�eding 1 , . inch of rainfall. Sueh camponents may include bottoms, riprap or gabion aprans, and inflc�w paints. This appli�s to both surface and su�surface infiltration basins. S�diment removal shouid take place when the bz�in is thproughly d�-y. Dispos�I o� deb�s, trash, sediment, and ather �vaste materiai should be done at suitable disposallrecycling sites and incompliance with all apptica�le Iocal, stat�,and federal wast�regulations. Studies have shown that readiIy visible stormwater managemen� facilities like infil�rat�on basins receiv� moare frequ�n� and thorough m�aintenance than those in less visibie, more remote 1oca�ions. Readily visi�le facilifies can also b� inspected faster and more easily by maznt�nanee and masquito cantrol personnei. B. Vegetated Ar�s Mowing and/or trimming a�vegetativn must be performed on a regular schedule based on specific site eonditions. �'rrass shauld b� mowed at least ance a manth clu�ing the grQwing season. V�getated areas must alsa �e inspect�d at least annually�or erc�sion and scour. 'The structure must�� inspected for unwanted tree grawth at least once a year. LVhen es�a�Iishing or restoring vegetatian, biweekl� inspectivns vf vegeta.��on hea�th shc�u�d be performed durir�g the frst growing season or until the vegetation i� �stablished. Once establ��hed, inspections af v�getation hea�th, density, and diversity should be perfo�ned at Ieast t�vv�ce annuall� during both the growing and non-growing season. Tf vegetation ha� grea�er than 54 percent damage,the area should be re�stab�isMed in accordance wi�h the ariginal speci�ca�ions and the inspection requirement�. �11 us� of fertiiizer�, mechanical treatments, pesticides, and o�her means #a assure c�p�imum vegetation health must no� compromise the intended purpose af th� infiltration basin. Al� veg�tation deficienei�s shQuld be addressed without��e�se o�fert2liz�rs ar�d pest�c�des w��neverpossible. A11 v�g�tated areas should be inspec�ed at least annually for unwanted growth, �c�vhich shou�d be remov�d with rninimun�disruption to the remaini�g veg�tatian and basin subsoi�. C. �t�uc��ral�ompanents A�1 st�-uctural ca�nponents must be inspe�t�d for cracking, subsid�nc�, spaliing, ero�ivn, and d�te�ioratiQn at Ie�� annual�y. D. Other Ma�ntenanee Cri�eria The maintenance plan must indicate th� a.pproximate time it wou�d normally t�.ke to drain the rn�imum design stvrm runof� �olume be�Qw the 6ottom of the basin. This norznal drain or drawdawn time should �h�er� be used tc� evalua�e the basin's actual perFarmanc�. If signifcant incr�as�s Qr decreases in the normal drain �im� ar� obse�-ved, the basins bQ�tom surface and subsoil must be evaluated and appropriate measures talcen to campdy vvith th� m�irnum drain time reyuirements and maintain the prop�r�unctianing of the basin. This appli.es to both surface and subsurface infiltration basin�. The botto�n sand Iayer in a surface inf It�a�ion basin shauld be inspec�ed at �east month�y as we�� as aft�r every s�orrn exceec�ing 1 inch of rainfall. The permeability rate of the soil below the basin may also be r�tested periadically. If the wa�er fails to inf�t�a�e 7� hou� ai�er the end of�he storm, corrective measures must be taken. Annual tilling by light equipment can assist in main�aining inf ltra��vn capacity an�break up clogged surfaces. � , E. Ma�:�tena�ce �cheduie ant� .�cti�it INF�LTRA.TION BASIN SCHEDULE Il�SPECTI4N AhiD I�AINTENAN�E A�TIVITY � Maintain vegetat�on a�needed. Use of fertiii2ers, pesticides and herbicides should be strenuausly avoid�d ta�nsure they dan't contribute ta wat�r pollution.If appropr�iate nat�ve plant selectians and�ther TPM methods aa•e used, such produ.cts shouldn't be needed.If such projects are used, $ Products shall be appti�d in accordancewith their labe�in,g,especial�y in re�ation to application to wa�er,and in aar�as�ubjected to flaoding. � Fertilizers should not b�applied within 1 S days before,after,or during the rain season. Ong�ing includzng just before annua�stoarm seasans � Remov�d�b�s and litter from the�ntiar�basin to and following ra�nfa.11 events. minimize clogging and improve aestheties. � �heck far obvious problems�nd repair as needed. Address odor,insects,and Qvergrow�:issues as�oeiated with stagnant Qr sta.nding w�.ter in the basin bot�om. There should be no lang-tenn ponding wat�r. * C1�eck for erosion and sediment laden ar�as in the basi�.Repa�r as needed.Clean for�ba� i�'needet�, � Reveg�tate side sl�pes where needed. Maintain adjacent la�dscaped ar�as. Remave clippings fram landscape mainten�,nce�.ctivities. � Remove t�rash&debris � �nspection of hydraulic and struc�ura�faciiities. Examine the inl�t far blockage,theembankment and spillway integrity,as well as damage to any s�ructural element. • Claeck far erosion,slumping and vvergrovvth. Repair as needed. • Check bas�n depth for sediment build up and r�duc�d total capacity. Scrap�bottom as ne�ded Annually.I�possib�e, schedule these inspections and aremove sediment. Restare t�a or��nal �vithin 72 haurs after a signi�cant rain�'all. ��'���'�����°n and infiltration rate.Replant basin vegetation. � Verify the basin bt�ttom is a�lowirzg aceeptabie infiltration. Use a disc ar other method to aerate basin bo�om onty if there is aetual signif can�Ioss of infitrative capaci�y,rather�han an a routine l�asis 1. No water shauld be present 72 hours after an �v�nt.No long term standing water should be prc�enf�.t all.hTo a�gae forma�ion should be visible.Carrect roblem as n�eded. � � � I+'. IV.�a�n�ernance and Inst2�llatioa� �ost Estiaalate O�.IvI Responsible Respc�n�ib�e S�tructu�a�. . Cap��al ,�nnual C�c��vl Frer��uen�y Funding ' Fun��ng �u�.ntity Start-tJp �`r�a�tm�nt ' Ct�sts �usts {v���kly/ Party Par� BN.�Ps D�.�es : �$� �$) mon�h�y/ fcir for LQng� ` uarterl ins�a��atian Te���M 804 �F Earth�ork �47 CF Coarse See gM35039 �nfiltrati�n Aggrega�e . Maintenance Parce�3 �asin 90 CF $7,345 �0.015/SF/Week Pr�or�a Pregram Property Kome Sand �450 Uccupancy A��v� (�wner Owner Bedding 98 S�` Im��rvious L�ner �ee PN��50�9 ������ Prior to ��in�enanc� Parcel3 ��m� Swa�e �50Q.Oa �O.OQ �Jccup�.n�y 1'ro�rar�a Fr�p�r� �w��� Out1e� ��S�ve ��ne�° � n G. M�inte��n�e In�pecfi�n �t�p�r� in�il�r�tiv� �a��n ��er��ic�� �n� ��m�eraanc� �n�p�c���►n R�port Project IVame; Inspection Date: BMP Name: Rec�nt Rainfall Date: InspectQr Name: Rainfafl Depth (in): In�pector��mpany: �ode Ke : N/A=Not A licabl� M=Monitor o�ential for future roblem NP—Not a Problem Whi�—Work Ne�ded Rot�tlti�l F�rablem �Od+� �Omrni�nts': Er���re BMP Trashidebris present _ _ P'e�im��ec o��he�i�f���r��is�r� ���in _ Bare soilteresive gullies Qther{describe) ' lni�t Devise. P� e : _ The pipe is clagged The pipe is cracked or otherwise damaged Erosion is ac�urring ir�#he swa(�(if applicable} Other�describe} ':�tai�t l`te��mie���re� _ _. __ _ Visible iayer of sedim�nt has accumufat�d Standing wafer mvre than 72 hours after storm event invasive vegetatiort Other(describe� . � Pote�tial Pro�aler� :���� �c�mrne�t.� : �m��nl��e�t Shrubs/trees present Needs repair determined by appropriafie professionaf Other(describe) C}utlet Dev[ce C(ogging has vccurred Device is damag�d 4ther(describe) I�eceivi:n 1�1a�e�r _ Erosian or other�igns of damage at fihe outlet C�ther(describe� Miscei[anecrus _ Access Vandafism Signage(if applicab(e) Dth�er�descriE�e) Pha�o���ph� ,�t#ach t�igita[photoc�raphs of tF��site�n€�strucfura[ B1�Ps incfuding a cap�ian describing #he pht�$o. Add�t�a�nal�c�r�r��nt�: � �� `������ � ���.��� � �� ����� � � �.. _ �_ �_ �'������� ���?` ��� � � � �f� �,� �� ��°��g � �� ��. _������ ��°'� �`���: ���s � °�� �'��;< ����f��, �`�� ` � �$ ������ a� �; _. . �; :� �. , .�. ��". :� ,� � � �.. ��.� ���� �$ � � �• �:� :� � � � ,�'�� ,_ -�� � � �� �� _ � ,� � ���'��� ��;�� ,.._ _ _�`� . ��, ���� � �°. � �� y � � � ^ . _ , � ,� ��x�°�� '`��� �� � � �. x � ��w� �� ��. ,� �� � �s � ,_�;<..,,,�;,...�m�.;�_:�-:-�-.�...� .-�,�r�� .b,�s�.��,�.��.e�.�:�:,...��,e,,.,.-,.�;,����r�-�.�-�.-,:.� � �� �k:�r �""�s � � , ,.,.. , ... .. . �4r xs���'a��� -��� � ���. � ���..x.� �.z:; . �,e v 4 - �,�,.-r W�te�Quali�y Nlartageme�t P��n (���QNIP) PAR�EL 3t�IAP N�.35U�9 PARCEL 3 �. e�.dl� �-I �� PNASE 1 ENV�RQNMENTA� �IT� ASSESSMENT— SUiVIMARY CJF SITE REMEDIAT�ON �OND�J�TED AND USE RESTI�I�TIUNS I\I/A QE�IELOPED '�`..,a` [TE A-3 8 February Z�, 2Q 14