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WELLHEAD ASSEMBLY <br /> L=� PRECISION CONTROL VALVE <br /> e <br /> 1Sit SIIII J f f ffffffffffffffffffff Qw <br /> 11 1 SSlS � S <br /> OQ18D� llillllllillllllillll l l l 1111 <br /> QED QUICK CHANGE ORIFICEa rlrjfrrr <br /> PLATE WELLHEAD r'rr, 2"0SOLAR GUARD FLEXIBLE HOSE ���� w <br /> ,J INSTALLED WITH SLACK FOR ti Q <br /> FUTURE SETTLEMENT <br /> SAMPLE PORTS FITTINGS — <br /> WITH CAPS O o <br /> 2"WELLHEAD ORIFICE PLATE <br /> PLATE FLOW RANGE 6"x2" FERNCO <br /> .50" 2.6-8.2 SCFM REDUCING <br /> .75" 5.9-19.6 SCFM COUPLING z <br /> POWERLOCK CLAMP (TYP. OF 2) <br /> 1.00" 10.7-33.8 SCFM �_ <br /> 1.25" 17.7-56 SCFM <br /> FLANGE cn <br /> 1.40" 23.7-75 SCFM ADAPTER 6"X2" FERNCO WITH S.S. BANDS (TYP.) Of <br /> ® " REFLECTIVE TAPE INSTALLED ON ALL RISERS (TYP.) FLANGE ADAPTER WHEN APPLICABLE WELL CASING <br /> IN ACTIVE/FUTURE FILL AREA o ( <br /> o FLANGE ADAPTER WHEN APPLICABLE IN ACTIVE/FUTURE 6" HDPE SDR 17 RISER 5' -0" (MAX.) <br /> FILL AREA <br /> 2" SCH 80 PVC PIPE X 2' LONG PIPE <br /> 0 <br /> REDUCER WHEN <br /> z 6" HDPE SDR 17 RISER PIPE MOUNT CLEAN SOIL AROUND RISER TO ANCHOR _ APPLICABLE o <br /> 0 o PIPE AND SUPPORT(NOT SHOWN FOR CLARITY) <br /> HDPE SDR 17 LFG HEADER z z aaaaaa <br /> 5'x5'WELL BORE �� \ 6" HDPE SDR 11900 ELBOW HDPE SDR 11 <br /> (DIA. VARIES) <br /> REINFORCEMENT GRATE /\i �/ o <br /> Q) EXISTING <br /> \/ / / <br /> (SEE NOTE 2) y\\/\\ \\j\\ 3% MIN. SLOPE GRADE N MOLDED TEE <br /> Lc) <br /> (DIA. VARIES) <br /> TO HEADER <br /> m <br /> EXISTING GRADE SEE GCCS LAYOUT FOR o <br /> Q o ° <br /> /\ MIN. SLOPE TO HEADER o <br /> 0 0o0 o INSTALL AS APPROPRIATE BASED ON LOCATION OF LATERAL OR <br /> HEADER BEING CONNECTED T0. %� r\/\/\/\/\/\ /\/\/\/\/\/\ /\/\/\j J Q o Q <br /> DETAIL MAY CHANGE FOR BELOW-GRADE CONDITIONS. /�\�/\�/.\�/.\// \//\//\//\//\//\// //\�/` / L z <br /> INSTALL AS APPROPRIATE BASED ON LOCATION OF /�\�/�//�/�\//�//\\//\ //\\ 0 Lu <br /> v -, w <br /> C) \\ \\ \\ \\ \ LATERAL OR HEADER BEING CONNECTED T0. \\��\\.�\\�� � � <br /> N NOTES: DETAIL MAY CHANGE FOR BELOW-GRADE CONDITIONS. (D � Q <br /> N 0r> 0 <br /> o O <br /> 1. ALL PROPOSED VERTICAL EXTRACTION WELLS SHALL HAVE QED WELLHEADS PER WELL o w <br /> C) SCHEDULE. CONTRACTOR TO SUPPLY FULL ORIFICE PLATE PACKAGE FOR WELLHEAD AND NOTES: w <br /> DOCUMENT SIZE INSTALLED WITH OWNER AND TECHNICIAN. 1. 3% MINIMUM SLOPE UNLESS OTHERWISE NOTED ON THE DRAWING. SEE GCCS LYAOUT. o <br /> U U- <br /> LLJ <br /> °i 2. INSTALL WELL BORE REINFORCEMENT GRATE ON GRADE AROUND WELL IMMEDIATELY AFTER 2. USE HDPE SDR 11 FOR ALL BELOW GRADE COMPONENTS. w o <br /> COMPLETING WELL. DURING INSTALLATION OF LATERAL, GRATE SHALL BE LOWERED AND BURIED = 0� <br /> AS SHOWN. RISER TO WELL DETAIL 2 <br /> 3. CQA INSPECTOR SHALL DOCUMENT FINAL DEPTH OF WELL BORE REINFORCEMENT GRATE FOR NOT TO SCALE DS3 <br /> o EACH WELL. lift <br /> WELLHEAD DETAIL l C <br /> C)f NOT TO SCALEDS3 r qc <br /> LuC) <br /> c cc <br /> a� <br /> o <br /> � EXISTING HDPE PIPE EXISTING GRADE CLEAN SOIL BACKFILL <br /> a <br /> W (DIA. VARIES) <br /> w <br /> / DUCTILE IRON BACK-UP <br /> r7 w \/%\ / / / / / / �,\ \\ NEOPRENE FULL FACE RING (TYP.) U <br /> J <br /> \ \\ \\ \\ \\ \\ \\ \ <br /> \, \/\/ FLANGE GASKET <br /> \/\/\/\/\//\//\//\//\//\//\//\//\// /.�/ A HOT-DIP GALVANIZED NUTS, <br /> HDPE BUTT CAP FUSED TO BOLTS AND WASHERS <br /> w \\j BOTH PIPE ENDS AND THEN HDPE SDR 17 OR 11 w <br /> 0 0 \//\\//\\//\\//\\//\\//\\//\\� ABANDONED IN PLACE (TYP.) HDPE SDR 11 FLANGE ADAPTER w <br /> \ \//\//\//\//\/ PIPE (DIA. VARIES) z <br /> Lu! <br /> o z o <br /> M ww <br /> LfZJ � < m <br /> Y <br /> U tL <br /> (7 Qcf Q <br /> Z <br /> Q <br /> Wa <br /> co SAND BEDDING U J <br /> z z <br /> N � w <br /> p <br /> FLANGE CONNECTION DETAIL 4 3v m m <br /> NOT TO SCALE DS3 <Q) Xo o 0 <br /> CD <br /> NOTES: <br /> Zzwo <br /> Q W Lz00 <br /> 't <br /> t 0203 <br /> 0 1. PVC SLIP CAPS SHALL NOT BE USED FOR ABANDONING <br /> HEADER/LATERALS, FORCEMAIN, OR AIR LINES. <br /> Q m Z o N Z <br /> PIPE ABANDONMENT DETAIL 3 V > z� }� <br /> ♦/� z00w � m <br /> NOT TO SCALE DS 3 V/ W <br /> U <br /> W DATE: <br /> Q) GENERAL DRAWING NOTES: 09/05/2023 <br /> 1. ANY DEVIATION FROM REPUBLIC SERVICES STANDARD MUST BE APPROVED BY <br /> Q SCALE: <br /> o ENVIRONMENTAL MANAGER OR DESIGN ENGINEER. AS SHOWN <br /> 0 2. ALL HDPE FITTINGS SHALL BE SDR 11. WHERE MOLDED FITTINGS ARE USED, SHEET: <br /> SSUER <br /> FOR <br /> D D <br /> RATING MAY BE SDR 17. DS3 <br />