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GX— <br />,s <br />,D DDN DDR <br />+ G - Q <br />cP/ <br />\\\ <br />smNDLE w/nT-x <br />—NG 2• CmrtoUN <br />+ <br />1z' EXISRNG w+p1u GAS u1ERAL/HEAOER <br />\\ <br />\\ <br />6 IXSTINO BELOW -GRADE GIS UTERAL/HEADER <br />CUnNG GAS HONIZONTAL <br />G X — 3 <br />\ - <br />APPROXIMATE LINER LDq ON <br />ED -NG HON -1— LWD ILL GIS WELL <br />C') - 1 II <br />GX-2A EXISTNG VERTICAL EXTRMTpN w6LL <br />POLY TANK <br />4' <br />CUSDNG rsI- <br />—4 C1 EXISTING REDUCER <br />EX— I—CE <br />- GX- <br />SEE NOTE 10- \\\ <br />EDGE OF LINER <br />SG -6 IXISTINC PERIMETER CAS PROBE <br />\\ <br />-- <br />�-LFG <br />E P) . \ <br />12"XS" TE(TY <br />EXTRACTION +1\ <br />_ <br />A n SURAY C—ROL PoIM <br />I EPSTING PIPE ANCHOR <br />\\ <br />\ \� <br />GX- <br />WELL (TYP) <br />SEE DETAIL <br />1 \ <br />2 <br />C3 - <br />- <br />PROPOSED 12"X12" TEE e4 <br />XGX-1 4 PROPOSED VERNGL E-101 WELL <br />_ <br />\� �� <br />\ AND BUTTERFLY VALVE c3 <br />PROPOSED —GE <br />u <br />' <br />_IF <br />\\4"X4" <br />1 3 <br />IY PROPOSED REDUCING TEE <br />TEE (TYP) <br />8" ISOLATION\\ <br />\ <br />\ <br />\ <br />VALVE 4 <br />SEE DETAIL c3 <br />\ <br />\ <br />N PROPOSED ISOUTION —VE <br />�, <br />\PIPE <br />;� <br />—3 <br />PROPOSED LWOf1LL CAS UTERK <br />I\I <br />I <br />ANCHOR <br />(TYP) 3 <br />GX-16 <br />GX— 1 <br />3 4„ <br />8"X4" TEE (TYP) _ <br />WOVy// <br />\ <br />\\ J <br />PROPOSED PIPE ANCHOR <br />\ <br />SEE DETAIL C4 <br />4"X4" TEE (TYP) <br />\\\ N <br />w U URE NODULE 1 RLL COMOUR <br />STABILIZE PIPE'\ <br />I <br />4„1 <br />STYP 4 <br />DETAIL <br />Ca <br />EE <br />p <br />\ I <br />\\ <br />X-17 <br />I \\ \ I I I <br />II II <br />\\ <br />GX-14 <br />8"X4" TEE (TY��11P) 1N1�G <br />I <br />1� <br />SEE DETAIL <br />\\ <br />II <br />f{C A <br />\I <br />�I G <br />8” BLIND FLANGE <br />I <br />NOTES- <br />2 <br />4" BLIND FLANGEJ(SEE) DETAIL C4 <br />1. SOME SITE ITEMS OMITTED FOR CLARITY. <br />\I <br />(TYP) <br />2. EXISTING TOPOGRAPHY FROM AERIAL MAPPING, ANDREGG GEOMATICS, <br />II <br />\ <br />j <br />2012 AND AERIAL MAPPING AND PHOTOGRAPHY, ANDREGG GEOMATICS, <br />2015. <br />3. LOCATION OF PROPOSED LANDFILL GAS PIPING TO BE DETERMINED BY <br />FIELD PERSONNEL WITH ENGINEER APPROVAL TO MAINTAIN 1.5% <br />MINIMUM SLOPE FOR DRAINAGE. <br />4. LOCATION AND ELEVATION OF PROPOSED WELLS TO BE SURVEYED AND <br />WELL SCHEDULE FINALIZED PRIOR TO CONSTRUCTION. DO NOT INSTALL <br />___-- --- <br />�jc <br />WELLS UNTIL THE FINAL WELL SCHEDULE IS SIGNED BY ALL REQUIRED <br />PARTIES. <br />5. WELLS GX-10, -11 , -12, -13 TO BE INSTALLED CONCURRENTLY <br />WITH PROPOSED WELLS. <br />//- <br />6. CONSTRUCTION TO BE IN ACCORDANCE WITH CURRENT SAN JOAOUIN <br />/ <br />/ <br />/ <br />GT <br />COUNTY SPECIFICATIONS AND SPECIAL PROVISIONS. <br />_ _____- <br />� <br />7. FUTURE MODULE 1 FILL CONTOURS SHOWN FOR REFERENCE. <br />_ <br />__ _ —_— ----_ <br />— � � <br />.�.,. W..—.V <br />-_. <br />8. STABILIZE PIPING WITH REBAR EVERY 25 FEET. SEE DETAIL 5, C4. <br />C <br />I\ \ <br />I I <br />9. INSTALL ONE (1) PIPE ANCHOR PER WELL AS SHOWN. <br />\ <br />ILII \\ <br />10. LATERAL PIPING SHALL BE ALIGNED IN THE FIELD TO MAXIMIZE FALL <br />II J <br />BETWEEN POINTS AS APPROVED BY THE ENGINEER. <br />0 5/27/16 <br />INITIAL RELEASE <br />�pEES N- <br />a <br />65/99 <br />AMERESCO <br />CB&I Environmental & <br />Infrastructure, Inc. <br />FOOTHILL SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />_-__ <br />PROJECT NO.: - <br />DATE: JUNE 2016 <br />1 6/6/16 FIRST RENS ON <br />DESIGNED BY: DHT <br />DRAMING NUMBER: <br />�� <br />SHEET 2 OF 4 <br />2 6/lo/16 SECOND REVISION <br />-6/13/,6 <br />3 THIRD REVISION <br />DRANKY: BJJ <br />2016 MODULE 1 WELL INSTALLATION <br />SITE PLAN <br />CHECKED BY: DMT <br />APPROVED BY: MA <br />REV. NO. DATE DESCRIPTION <br />