Laserfiche WebLink
HDPE 90' ELBOW (TYP) <br /> TO GATE VALVE CONNECTION SEE <br /> FIGURE 6 <br /> LANDTEC WBS-100-4 <br /> WELL SKIRT <br /> �VEGETATIVF �� t,-' s` � ���,-",�;'`��✓ ��✓�,-~ <br /> l LAYER <br /> CLAY BARRIER- <br /> � DO NOT DISTURB BARRIER LAYER <br /> FOUNDATION LAYER \ <br /> THICKNESS VARIES °�` BENTONITE <br /> BUT FUSION WELD (TYP) <br /> SOIL BACKFILL, COMPACT IN <br /> REFUSE LIFTS (2 FT MAXIMUM LIFT) <br /> / 3" HDPE SDR 17 PIPE <br /> a 2" HDPE SDR 17 PIPE <br /> � i <br /> 4" X 3" HDPE REDUCER _w <br /> o // EXPANSION JOINT (SEE FIGURE 9) <br /> w ��� / 4" HDPE SDR 17 PIPE (20 FT) <br /> �� a '� EXPANSION JOINT (SEE FIGURE 8) <br /> DRAIN ROCK <br /> o 6" SCH 80 PVC PIPE <br /> PERFORATION: 1/2" DIA HOLES, <br /> 4 12 PER FOOT, EVENLY DISTRIBUTED <br /> e <br /> APPROX BOTTOMffi 8 6" SCH 80 PVC CAP REFUSE-(TYP) <br /> LANDFILL <br /> OF REFUSE BASE LL -`" <br /> UNLINED `" 1/8" HOLE <br /> 777 <br /> 3° SCH 80 COUPLING SOLVENT <br /> NATIVE SOIL ' CEMENTED MIN OF 24 HRS W/ 4 SS <br /> tz SCREWS (TYP). <br /> NEAT CEMENT. PLACE <br /> WITH TREMIE PIPE <br /> 3" PVC SCH 80 PIPE <br /> BENTONITE PLUG (TYP) <br /> HYDRATE AFTER PLACING <br /> 4° <br /> N meq. <br /> . . . < DRAIN ROCK <br /> CD <br /> CD PIPE PERFORATIONS-(1/2" DIA <br /> LL HOLES, 12 PER FOOT, EVENLY <br /> DISTRIBUTED) <br /> 3" SCH 80 PVC CAP <br /> 1/8" HOLE <br /> NOTE: <br /> 24"MIN <br /> DOCUMENT REFUSE DEPTH DURING DRILLING <br /> Figure Revised 72.2-M <br /> SACLE: DUAL LFG EXTRACTION WELL DUAL LFG <br /> COUNTY OF SAN JOAQUIN NONE INSTALLATION PROJECT EXTRACTION FIGURE 5A <br /> NAI Hamev Lam\0mvArvosXNew Dual LFG Extradioa WeA gg. HARNEY LANE LANDFILL WELL H-15&H-16 <br />