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Detention Pond #2 li <br /> I <br /> IIi �Ii ' CONSTRUCT EARTHEN BERM ALONG(2'NIGH) I 1 ' -- NEW GRADE=12.2' I <br /> NEW GRADE=2.0' �. E%.GRADE=10.5' <br /> _ ) IX.GRADE=12.0' 1 <br /> WSRNG NEZOMEIER PI P2 / LOCATION PAN LYSIME0 ( FILL=I.1 `INSTALL NEW <br /> 1 NEW GRADE,;fi.0' - NEW G DE=11.8 FILL=1.9' 12.3 FC PIQOME1Ek <br /> { INSTGROU SEPT.2016 <br /> I' ✓�1. IX.GROUND E£/=1I.3' IX,GPODE I1.0' ��� EX E= r/ - 14.6 FC 12.T FG <br /> DEPTH TO GW=9.0'BGS FILL=0' 1617' FlLL=0.3' <br /> \ GW ELEV=2.3' <br /> Ii ..1Jd.FD_Ia7 FG----- 71.3E IR'0 iC _� - �•_ -- 1+ N .O FG <br /> J ad3 t4.z <br /> BETE + +� I+r+ ++vlwl ♦DITCH +(++ I I z�_ �a <br /> iI,I CONC 1 N+F ., _.r -• NLi &E�50' I*I. ;+7 ++� +� + + 14 I H+REB NG <br /> BRNNhGE 11 ELEV 5.D_ E%ISRNG DE7ENRpN PDND I _ CIF'15 +�, + * + A <br /> J - + + + ++ I+r AREA+ 1Q + + <br /> // +*+ E-0TECMN + ++ \1 w+ <br /> + + +++++ <br /> %.BR EIEV �a f� +jv ✓ ( �- <br /> •• <br /> VL F * ; t - - - - i.0.-v_-f y +�+++ li++ P r �, <br /> �y` 1 + i sw �v«) ow I.o' 7; I +++ <br /> I' +' <br /> " V=SA vS.II <br /> T CANI D11N P } el I J IDS IM - - F _- - ✓+ N GGRAADDE** 125' 3.2 F6 <br /> 1. I E RbUNT EO �1 tR�' 1.o tc�l ..,. __ _ u'3' +� + _ +$•+ +t#.7 + __ m <br /> ++;+ h + +++ + €Ll <br /> Ll <br /> +t+ +I+ALL+++ + ++ ++PI <br /> } 1 +l +IHST + &TER+ E GRA 4+ + 1+ U I +N +GRADE <br /> 1 4+ } + + ,�# ./ 12+ LL=+O.Ov +/ + + + I�F _ .6 A R + <br /> iI AO NG EA+ +I 1+ S'"^7. + + + ++ r + <br /> + GRggEEEEE 10 + +✓ + +++ +++ + + + t+ + I R E++AREA <br /> ++ + Yom'+ ++ +awaF +++ + + ++ / OF PAN <br /> ++, _ � LYSIMETER <br /> A + + '+ +-s--F ++ + f?+ N+k +f+ +1 +++++ + <br /> +*+ + +/+ + + + > <br /> + ++ + + +; ++ + Q+ + + ++ + <br /> \f+ NAL + vCT+Sf E+AREAr + +r 11++ ++ Ir*+ + + \ + fc' <br /> +++ + + I + + ++1.1 R?�� > + + + % + gdHy } 21 FG <br /> 1+ a.B iG+++++++ +14. - <br /> 12.0 TG <br /> I - _ - IS.S FC 2 13.1 FG IN57ALLEDFlSEP <br /> 'PI-Pi <br /> 14.5 FG 14.0 FG 1618' NEW GRADE=15.6' CONCRETE/AC E%.GROUND ElEV 11.0' <br /> NEW GRADE=15.3' E%.GRADE=12.5' PAVED SURFACE DEPTH TO GW=13.0'BGS <br /> 12.4 FG G NEW GRADE=142' <br /> 15.2 fG NEW GRADE-14.8' NEW GRADE=12.1' IX.GRADE=12.0' IX.GRADE=13.O' FILL -2.3' <br /> =},1' U1= GW EIEV= <br /> E%.GRADE=115 EX.GRADE=I1.5' FILL=2.2 PERIMETER BERM _-_._FpSd<adun BourmNr <br /> FILL=3,3' FILL=O.6' <br /> ---oaixc mNc <br /> kMrei R,.q rNl <br /> FAKdG.FU. <br /> s>rsrcc...w nw oMscndr <br /> -t3-mo=osm nAVAra candor <br /> -�-mow,m dwN.a drtN <br /> PFZOYRW LOGRON <br /> NOTE: ® «dreaxui eod.c'°d'"°'s <br /> PAN LYSIMETER SHALL BE INSTALLED AT THE LOWEST w Nc.wc <br /> POINT OF THE POND BOTTOM. uo�.rw <br /> Z' <br /> Ni onoAosm ZIAv lvAw.1 <br /> Ni omrc omaw.. <br /> ®�N <br /> D.00v[o.ddcc vw <br /> [:a-- <br /> HARVEST <br /> HARVEST POWER <br /> NOTE: SITE IMPROVEMENT PLAN FOR NOA PURPOSES. rIC SCA E LATHROP COMPOSTING FACILITY <br /> DETAILED CONSTRUCTION/SHOP DRAWINGS WILL BE 916 FREWERT ROAD <br /> Attachment 1. Location of Detention Pond #2 approved in 7 PREPARED FOR PERMITTING AND CONSTRUCTION. LATHROP, CALIFORNIA <br /> February 2018 Notice of Applicabif y (NDA). ° w ENG/NEER/NG PR°¢"°'16137 M@ JANWA IB.2018 <br /> ranAm /"7 S'CONSULTANTS,/NC. mm eA OB YNE 1=60 <br /> ° 1701 FAST EDINGER AVENUE,SUITE A9 TECHNICAL REPORT <br /> ° SANTA ANA CAUFORNIA 92705 <br /> In Itxsox NIFSWf110B R BM[ TEL(888)220-5596 FAX:(714)866-4171 SITE GRADING AND DRAINAGE PLAN RFAwE a+ <br /> T M <br />