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18' <br />BOLTED DUCTILE IRON LID WNVATERTIGHT SEAL LOCKING CAP <br />4 es <br />: <br />GRADE <br />CONCRETE SEAL <br />(COLOR TO MATCH EXISTING GRADE) <br />°•° <br />. 44 4• <br />. . " <br />. 4 4 <br />A\ ' <br />PORTLAND CEMENT <br />SURFACE SEAL INTERVAL - 1-112 TO 3' <br />TYPE OF SURFACE SEAL - CONCRETE <br />ANNULAR SEAL INTERVAL - 3' TO 99' <br />3 FT BELOW GRADE BENTONITE <br />PELLETS <br />TYPE OF ANNULAR SEAL - PORTLAND <br />CEMENT <br />INTERVAL OF LOW PERMEABIUTY <br />ANNULAR SEAL - 99' TO 103' <br />TYPE OF LOW PERMEABILITY SEAL - BENTONITE <br />PELLETS <br />DIAMETER OF WELL CASING - 2" <br />TYPE OF WELL CASING - SCH 80 PVC <br />SAND PACK INTERVAL - 10310 116' <br />TYPE OF SAND - #2/16 <br />SCREEN INTERVAL - 105' TO 110' <br />DESCRIPTION OF SCREEN - 0.010" <br />DEPTH OF WELL - 115' <br />DIAMETER OF BOREHOLE - 8" <br />DEPTH OF BOREHOLE - 116' <br />DEPTH TO GROUNDWATER - 90' <br />2" BLANK PVC CASING <br />// <br />// <br />MONTEREY #2/16 SAND <br />8" DIA. BOREHOLE <br />2" SLOTTED PVC SCREEN <br />(0.010" SLOT) <br />SILT SUMP <br />BOTTOM CAP <br />,f5 - 5 ibravy GI ,15 -(o <br />PROPOSED AIR SPARGE WELL <br />CONSTRUCTION DIAGRAM <br />Former Countryside Market <br />10848 Copperopolis Road <br />Stockton, California <br />PROJECT NO., DATE DRAWN BY: APP. BY: <br />06-DGS-002 04/10/2015 CM GM <br />Not To Scale <br />SGII THE <br /> SOURCE GROUP, INC. <br />944 McCOURTNEY ROAD SUITE H <br />GRASS VALLEY, CALIFORNIA 95949 <br /> FIGURE <br />5B <br />; <br />NOTE: <br />NOT TO SCALE <br />TOTAL DEPTH APPROXIMATELY 116 FEET-BGS C: \ Drawing Files \The Source Group \Countryside 06-DGS-002 \ Pilot