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Last modified
3/6/2024 2:47:25 PM
Creation date
9/25/2023 8:33:37 AM
Metadata
Fields
Template:
Small Plans - SP
Project
2022 Landfill Gas System Modifications at the North County and Foothill Landfills
Year
2021
Project Engineer
Acevedo/Chandra
Red Lines
Yes
Project #
610126
Supplemental fields
Classification
Record Drawings
Cross Ref
SP7460 - SP7467
Type
Landfill Gas System Modifications
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QED ORP 215 -2" WELL HEAD —J <br />OR EQUIVALENT <br />6"X2" FERNCO <br />COUPLING WITH SS m <br />CLAMPS <br />MOISTENED AND N F.G <br />COMPACT WITH 1— <br />EXISTING JUMPING JACK <br />GRADE <br />EA=_N <br />O <br />w <br />J = <br />d <br />ww <br />7-0 <br />U J <br />J w <br />w � <br />Lu <br />w <br />CO. <br />J <br />d <br />Lu REFUSE <br />----HOSE CLAMPS EACH END (TYP) <br />2" QED SOLARGUARD HOSE <br />2"X4" HDPE REDUCER <br />�4" 90° ELBOW <br />3.5" ZINC PLATED PIPE STRAP <br />*/,ABOVE <br />HDPE LATERAL TO HEADER <br />GRADE) <br />2% MIN SLOPE <br />ARTHFILL. MOUND SOIL 5FT <br />RADIUS FROM WELL CASING <br />Y <br />U <br />0 <br />U <br />6 <br />r <br />SOIL PLUG. MOISTENED AND <br />TAMPED IN 2 FT LIFTS <br />SKAPS TRANSNET <br />0 <br />D o c <br />° CENTRALIZER (TYP) <br />O <br />0 <br />D o ° o 0 <br />c <br />o <br />° WELL CASING 3 <br />° PERFORATIONS <br />O <br />O <br />O <br />o O� o � <br />o REFUSE <br />o <br />° DRAIN ROCK <br />° o END CAP <br />30" DIA BOREHOLE <br />Ln <br />N <br />DRILL DEPTH SHALL NOT EXCEED 3FT THAN <br />THE SPECIFIED BORE DEPTH <br />'I LFG WELL <br />qF-2,3LD-1) LANDFILL LINER (DO NOT <br />-2 DAMAGE) <br />COUNTY OF SAN JOAQUIN <br />312021 NC & FH LFG Exp Proj1FH-NC LFG Expansion Project Full Set.dwg <br />SCALE:NTC <br />REFUSE <br />EARTHFILL--,/ <br />MOUND <br />RE-ROUTE <br />DRAINAGE SWALE <br />CI�R DRAM NO3 <br />Am <br />=� TWO DAwing 61119M <br />p8ma TM so a wwa <br />FOOTHILL LANDFILL LFG <br />EXTRACTION WELL SCHEDULE <br />WELL ID <br />ELEVATIONS <br />BORE DEPTH <br />LINER SURFACE <br />(FT -FROM GRADE) <br />GX-21 <br />416 <br />411 <br />NO LINER <br />346 <br />348 <br />100 <br />100 <br />70 <br />60 <br />GX-22 <br />GX-23 <br />GX-24 <br />GX-30 <br />230 354 <br />99 <br />GX-31 <br />235 354 <br />94 <br />GX-32 <br />240 380 <br />115 <br />GX-33 <br />255 386 <br />106 <br />NORTH COUNTY LANDFILL LFG <br />EXTRACTION WELL SCHEDULE <br />WELL ID <br />ELEVATIONS <br />BORE DEPTH <br />LINER SURFACE <br />(FT -FROM GRADE) <br />GX-10 <br />100 204 <br />79 <br />GX-11 <br />96 190 <br />69 <br />GX-12 <br />80 193 <br />88 <br />GX-13 <br />80 196 <br />91 <br />GX-14 <br />1 66 187 <br />96 <br />2022 LFG SYSTEM MODIFICATIONS AT THE NORTH <br />COUNTY AND FOOTHILL LANDFILLS <br />16 FT MIN <br />2 FT MIN <br />\--HDPE PIPE PER PLAN <br />22.5 ° ELBOW (TYP <br />REFUSE <br />r2_' <br />BENCH CROSSING <br />F-2[D-1SCALE: NTS <br />-2 <br />GSC -1 S <br />GX-h <br />go its <br />,1y Zot <br />Ac 1AID <br />63 <br />3 <br />PIPE TRENCH <br />D-1 D- <br />3 WELL CASING PERFORATIONS <br />SCALE: NTS <br />3/4" DIA HOLE (TYP.) <br />6" DIA PIPE <br />4" THICK ZINC PIPE STRAP 10" <br />CONCRETE BUMPER BLOCKFOR 12"0 AND 6" FOR 8" 0 PIPE <br />4 FT FOR 4-6"0 PIPE 2" GALVANIZED ALL -THREAD <br />_/' <br />6 FT FOR 8-12"0 PIPE ROD WITH NUT AND WASHER <br />DRILL 5" DEEP AND SET IN <br />SIMPSON SET -XP EPDXY <br />ANCHORING ADHESIVE OR 4 PIPE ANCHOR <br />EQUAL <br />F-2 D-1 SCALE: NTS <br />-1 <br />LFG EXTRACTION WELL DETAILS I SHEET <br />D-1 <br />
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