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X x x <br />29.19 <br />• <br />SG -2 <br />XTRUCK OVERHEAD FILL STATION <br />WATER WELL <br />A 85.24 ( 29712E <br />I x <br />X I <br />x + <br />I I ( 7 <br />x I x <br />I Y I <br />x X <br />x I x ��,o <br />x <br />x <br />� X X_x <br />' X MW -3 <br />x , • SG -11A <br />SG -12 SG -1 <br />ENTRANCE SCALE HOUSE <br />x <br />ROAD X <br />x xr9�ao.e a a a 9 4ae —cx oro o- r► ao -o. -tj x x x rr- Xzm= 11166 <br />4 --T-a --- _8.35 326ASA <br />X x —etc - Q-�+ x oc�9 -axa- -- x �.- x is —* - x - x x x T <br />1 � IX �< <br />i I X <br />x x <br />x <br />i <br />x x <br />x <br />I'I x <br />I x <br />u X SG -10A <br />X <br />< 913.125 I <br />I, I x <br />�T I x <br />x _ <br />I Jx <br />/ <br />1 x-�► <br />T <br />SG -123 <br />G12 <br />f <br />n <br />A 4i1.88 <br />X X X � <br />x <br />271. A 1 • <br />SG -4 <br />x <br />xr <br />I <br />X <br />x <br />x <br />x x <br />EXISTING AREA •'I•' A 257.99 <br />A 422.91 <br />36 10 A <br />XISTING SITE <br />CCESS ROAD <br />STOCKPILE C <br />A-284.17 .. .. L•, 1246.65 <br />END SILT FENCE <br />1 <br />STOCKPILE A(9) <br />NO CONTRACTOR <br />ACCESS BEYOND ; NO CONTRACTOR <br />SILT FENCE AREA 9G-9 <br />ACCESS WITHIN <br />•�,, MW -2R SILT FENCE AREA <br />a <br />I <br />/ SILT l••: <br />FENCEI81 <br />� l J <br />} NO CONTRACTOR <br />/ <br />ACCESS BEYOND <br />OND �'•. E <br />k SILT FENCE AREA <br />EMSITM SURVEY / END SILT FENCE <br />CONTROL Poem } <br />i <br />'�- 34.25 �- MW -5 -.- + + <br />-a- +� <br />SG -122 ST -2 SG -121 <br />STOCKPILE B / <br />A 415.83 <br />EXISTING AREA 1 <br />A 0.52 <br />SW -3 <br />• SG -5 <br />x ST -5 <br />x <br />x <br />x <br />x <br />• <br />LZ -3 SG•6A <br />o <br />x <br />x <br />x I <br />EXISTING SITE <br />ACCESS ROAD Ah 6.94 <br />LZ -2 y SG -7 <br />EXISTING AREA 2A <br />LZ -5 <br />PROPOSED MODULE 213 <br />CONTRACTOR <br />STAGING <br />* AREA(4A) <br />- - x x - ST -3 �* <br />SG -120 SG -119 MW -6 <br />0 11m3me RUED FOR CONSTRUCTION SAH SAH JVR JVR <br />— DATE OF ISSUE: 11/1312018 �Q <br />XN <br />DESIGNED BY: SAH S <br />_ <br />DRAWN BY: SAH r. � <br />CHECKED BY: JVR * Exp. <br />�r <br />_ - CIV1� <br />REV. NO. DATE DESCRIPTION DRAWN BY DESIGNED BY CHECKED BY 'APPROVED BY APPROVED BY: JVR �F CA`�E <br />This drawing has not been published but rather has been prepared by Geo -Logic Associates. Inc. for use by the client named in the title block, solely in respect of the construction operation, <br />and maintenance of the facility named in the title block. Geo -Logic Associates, Inc. shall not be liable for the use of this drawing on any other facility or for any other purpose. <br />60113i* i* a 16"s -1 <br />Xr <br />Geo - o is <br />ASSOC I AT ES <br />� <br />L2-1 x I LEGEND <br />AX <br />A i WAA <br />x <br />X, <br />EXISTING x <br />FENCE <br />x <br />SG -114 <br />SW -1 <br />X <br />x <br />x <br />SG -115 <br />I <br />X <br />x <br />x <br />x <br />I <br />x <br />x <br />x <br />SGA 16 1 SW -2 <br />X <br />x I <br />x <br />x <br />GRAPHIC SCALE <br />250' 0' 125' 250' 500' <br />PMT TABU <br />FEET <br />PTO NORINING EAS7W GLIEVAIM r S*- • <br />it <br />x --x x x x-... X x _.. -.K... <br />A .18 <br />EXISTING <br />�..-- <br />X x _ SG -117 <br />I <br />LEACHATE TANK x <br />X I <br />I x <br />FLARE STATIO14eI <br />oI <br />X <br />•A T x <br />X x �- <br />C2'er <br />SGA 18 \ _ X <br />�x I <br />VST -4 x <br />I <br />x <br />t10842 _ _' - - <br />-x I i -x -. x <br />143E Spring Hill Dr, Grass Valley, Calitomia 95945 <br />geo-logic.com 1530.272.2448 <br />NOTES: <br />1. <br />mim «• • <br />ExoTm ww)R «. • <br />2. <br />EX ., c 8Uk.DIING <br />EXNPM PAVED ROAD <br />EXNFT01G UWAVED ROAD <br />EXNrTING FENCE <br />3. <br />EX11STIING SURFACE <br />EXIISTIING UTIILITY POLEIM <br />rz!"Z/j <br />A#W11CVWMTE LAWM OF CONSTRUCTM <br />APPROMMATE CONTRACTOR SMAGIINd4,11 <br />5. <br />CONTRACTOR SMALL.. PROTECT ALL UTILITY POLES. ANY DAMAGE TO <br />SILT CEN <br />6. <br />APPROXIMATE LOCATIONOF • <br />c <br />APPROXNATE LOCATIONOF EXISTINGGROUNDWATER <br />r "KNOR <br />APPRO)MATE LOCATM OF EXISTING SOIL <br />7. <br />MOM I . c <br />• <br />1 <br />.• <br />• c • WT <br />0 <br />•• LOCATMOF EXISTIING STORM <br />POWT <br />8. <br />SURVEY CONTROL POIINT <br />GRAPHIC SCALE <br />250' 0' 125' 250' 500' <br />PMT TABU <br />FEET <br />PTO NORINING EAS7W GLIEVAIM r S*- • <br />it <br />x --x x x x-... X x _.. -.K... <br />A .18 <br />EXISTING <br />�..-- <br />X x _ SG -117 <br />I <br />LEACHATE TANK x <br />X I <br />I x <br />FLARE STATIO14eI <br />oI <br />X <br />•A T x <br />X x �- <br />C2'er <br />SGA 18 \ _ X <br />�x I <br />VST -4 x <br />I <br />x <br />t10842 _ _' - - <br />-x I i -x -. x <br />143E Spring Hill Dr, Grass Valley, Calitomia 95945 <br />geo-logic.com 1530.272.2448 <br />NOTES: <br />1. <br />, <br />EXISTING TOPOGRAPHY WED ON AERIAL SURVEY PERFORMED BY <br />ANDREGG GEOMATIC8 ON AUGUST 22, 2012 AND JUNE 28, 2018. <br />2. <br />HORIZONTAL 000 IDI NATER WED ON CALIFORNIA STATE PLANE <br />ATE SYSTEM, ZONE 3, NAD 83. VERTICAL DATUM PROVIDED BY <br />THE ENG1044R. <br />3. <br />CONTRACTOR SMALL FLAG AND PROTECT ALL EXISTING MONITORING <br />EQUIPMENT. <br />4. <br />LOCATION OF CONTRACTOWS STAGING AREA AND TRAILER TO BE <br />COOR00IATEO WITH THE ENGINEER. <br />5. <br />CONTRACTOR SMALL.. PROTECT ALL UTILITY POLES. ANY DAMAGE TO <br />POLES OR L.MIES TO BE REPAIRED AT TFIE C lNTRACTOR°3 EXPENSE. <br />6. <br />THE CONTRACTOR SHALL BE RESPONBOLE FOR VI`RIFYING AND <br />DETERAOMO THE LOCATION OF All FACILITIES, UTILITIES, AND TAKING <br />ALL NECESSARY AUTIONS TO PREWNT DA#MGE TO THEM. <br />7. <br />THE CONTRACTOR SHALL SCHEDULE AND PERFORM HIS CONSTRUCTION <br />ACTMT1E81N SUCH A MANNER AS TO NOT INTERRUPT THE CURRENT <br />LANDFILL OPERATIONS LOCATED AT THE EXISTING AREA 1 AND AREA 2A <br />G. <br />SITE. <br />8. <br />91LT FENCE SWIL BE A WILDLI1% 0110AMON FENCE. THE EXCLUSION <br />FENCE SHALL BE AN USFVV34WR0VE0 SILT FIS AT LEAST 14 INCHES <br />IN HEIGHT ABOVE GROUND AND BUAIIED " MICHES 13ELOW GROUND. A <br />GATE FOR THIS STA0ING AREA TO ALLOW ENTRANCEIMUT SHALL BE <br />CLOSED EACH DAY AT THE END OF WORK AND SECURED WITH SAND <br />BAGS. <br />9. <br />CONTRACTOR SHALL PROTECT MONITORING WELLS AND NOT COVER <br />MONITORING WELLS WITH STOCKPILE. ANY DAMAGE TO WELLS TO BE <br />REPAIRED AT THE CONTRACTORS EXPENSE. <br />MODULE 213 <br />FOOTHILL SANITARY LANDFILL <br />EXISTING CONDITIONS G02 <br />AU17.1254 <br />ISSUED FOR CONSTRUCTION <br />