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Z <br /> SITE Piro 0 0 4 3 01C <br /> E G 1 ORDEC <br /> Appll 8#IOEI # Fir 18 SEDGERD 9. 575.73 <br /> El ORD SEDGEIO EDGEIORD SEDGEI ORD <br /> Recei ed By I } On ?r I + <br /> SEDC 20RD O RIPdG <br /> 85.88 74.95 <br /> P<BHOTFYIPP a LEGEND: <br /> 101 <br /> 77.25' PROPOSED FINISH GRADE <br /> 97 <br /> 91.88 0 76,.x..86 85.72 EkSTING ELEVATION <br /> E-1 ------ <br /> COG 93 <br /> o FT� MAINT IN 2P C4�5 9 C (89 uj :1 SLOPE <br /> POWER POLE <br /> 90.72 85 w <br /> TOE Po +74.94 <br /> z <br /> CORN G 81 ?� 1 oo ' <br /> F <br /> f� FYIP84.88 x <br /> 76.37 7 7 <br /> 84.17 'NG <br /> P x.79 73 s <br /> 89.43 V V CORN G <br /> I TOr= V� '`- � 84.57 0 100 200 300 400 500 600 700 <br /> EEPRC P <br /> A-- A SECTION B-- B <br /> 200 FEE T CORN G <br /> 89.98 6.78 <br /> OFRNG <br /> VIlk D P T 75.76 <br /> *86.7 SLOPE 0.1 % N CORN G 104 <br /> n <br /> ' 100 <br /> 88,36 5.85 n <br /> S1 A6INPIPE ORN G J 6 <br /> O' Y <br /> 92 MAINT IN 2:1 SLOPE m <br /> 91,00 <br /> + Va> (R C 8 8 <br /> 76.55 <br /> 86,69 QRN G 8 4 <br /> 8 0 2DD T. <br /> 6.91 PRO OSED G ADE <br /> 83 75 ORN G 76 <br /> 91.47 <br /> + 89.44 CP 26 <br /> + 83. 72 WF 1. ' <br /> 90.93 WT PD ICH <br /> + <br /> TOE <br /> 0 100 200 300 400 500 600 700 <br /> + P Tr� 7 65 800 900 1000 1 <br /> �_ N 100 1200 1300 1400 1500 <br /> SECTI O�4 A- A <br /> 85,54 0 <br /> 86.53 } C G 1 0.65 <br /> ` NEDGEDITCHTOE 77,94 77.26 77.16 75.65 '77,0 + PLEVEE <br /> 2 <br /> -.w ^r -• - <br /> 1 <br /> 81.83 8 , 1 <br /> 51 CHTOPANG SDITCHTOP 81.1* 0 <br /> � <br /> SDI C 0 <br /> NOTES, <br /> 85.33 +0 <br /> THE ASSESSORS PARCEL NUMBER FOR THIS SITE IS 131-030-11 WHICH TOTALS 12(3 Ac, + EESTART <br /> THE PROJECT SITE CONTAINS 33,8 ACRES +/'-, <br /> UPON COMPLETION OF THE GRADING AND EXCAVTION, ROW CROPS WILL BE PLANTED, <br /> Nco <br /> EDGEDITCHTOE �O <br /> 82. .7 nti,;ye an +V,J <br /> + •��^txE �I 5,. <br /> WE <br /> 7811.@iH r5' . <br /> T ! P EVEE _pY T� T2h ♦�.' <br /> W , <br /> T.'t.RfiE1•X14.It11= <br /> CL <br /> 0 <br /> U) tl I / rv.9 r f'• M;� @, ' ter,, <br /> 85.53 <br /> S OCC` WTOPDITCH <br /> 84.03 83. w, <br /> G WE <br /> 8 .32 84 <br /> 29 <br /> SH LELITE + SHOLELITE s;e <br /> 85.36 SEC, 6 TIK R.SE. <br /> SHOLELITE 0 EVEEPOG rnsEa7s �aurrai �-` <br /> NEDGEDITCHTOE sea�E A!'"0 <br /> JcAoulh couw y <br /> !, A&$E56QFS mAF8 <br /> + L B5.32 <br /> ^ <br /> un <br /> C <br /> REEEND 84_,93 +8 e s+ <br /> GT � �B•,p,�i1Y Blef ZtlIF. , <br /> O Op o <br /> C/k/ <br /> �` 85,26 <br /> 1 E DSIDE <br /> OPPIPEWATERSID VI C1 N I TY MAP <br /> .: ° <br /> FARLEY ' S SURVEYING DATE : FEB, 2010 REVISIONS DATE BY PREPARED <br /> _ , / FOR. OWNER : LINDA HEISiG <br /> 7500 NI WEST LN , SCALE ' 1/, ` 100' ACHANGE SLOPES, ADDED WAER TABLE REEVES ES SAND COMPANY SHEET <br /> STOCKTON ) CA 95210 CHECKED BY: REHABILATATION PLAN <br /> 209 -- 473 - 3645AND 1 <br /> DRAFTED BY: PO <br /> ST MINING PLAN <br /> PRINTED of <br />