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Last modified
3/1/2024 3:59:08 PM
Creation date
2/28/2024 3:54:08 PM
Metadata
Fields
Template:
Small Plans - SP
Project
Foothill 2023 Landfill Gas System Improvements
Year
2023
Project Engineer
Acevedo
Red Lines
Yes
Project #
610135
Supplemental fields
Classification
Record Drawings
Cross Ref
SP7749 - SP7764
Type
Landfill Gas System Improvements
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J <br />Ln <br />2" KANAFLEX HOSE <br />PIPE ANCHOR <br />3 <br />_13 <br />FROM EXTRACTION WELL <br />GAS <br />NOTES: <br />1. COORDINATES AND ELEVATIONS ARE BASED ON SURVEY INFORMATION PRIOR TO WELL <br />INSTALLATION. ALL DEPTHS ARE NOTED FROM GROUND ELEVATION. ACTUAL GROUND <br />ELEVATIONS MAY HAVE CHANGED. <br />2. MINIMUM 20 FEET SEPARATION BETWEEN BASE OF BORING AND TOP OF LINER ELEVATION. <br />3. EXTRACTION WELL LOCATIONS AND ELEVATIONS TO BE FIELD VERIFIED. ALL CHANGES FROM <br />ABOVE WELL SCHEDULE MUST BE APPROVED BY ENGINEER. <br />4. PLACE APPROXIMATELY 1 FT OF STONE BACKFILL IN BOREHOLE PRIOR TO SETTING WELL CASING. <br />5. LIMESTONE, CRUSHED CONCRETE, AND LIKE MATERIALS ARE NOT APPROVED BACKFILL <br />MATERIALS, <br />6. LATERAL PIPING MUST DRAIN TO MAIN HEADER AT A MINIMUM SLOPE OF 3% UNLESS OTHERWISE <br />APPROVED. CONCRETE BUMPER BLOCK <br />4 FT LONG 9" W X 5" H <br />RECORr' ORAWI3 `>G <br />Carrectios: 9y,_.�_. _ <br />Any Peron Using 1 ;is `,rz -vang Stv, ferny <br />All Into- .'+ation By Ins, +r¢ ng The Site 4 7-vork <br />FERNCO REDUCER <br />EE NOTE 1 <br />SAMPLE PORT <br />FITTINGS WITH CAPS <br />ORIFICE PLATE—` <br />DUST COVER <br />TERAL PIPING 2" PRECISION <br />CONTROL VALVE <br />SAMPLE PORT <br />FITTINGS WITH CAP <br />-2" FLEX HOSE SEE <br />NOTE 3. <br />LATERAL PIPING <br />b <br />'11t, <br />FERNCO REDUCER <br />SEE NOTE 2 <br />NOTES: <br />1. INSTALL 1.0" ORIFICE PLATE AND REPLACE DUST COVER, <br />2. INSERT 2"' HDPE PIPE INTO FERNCO REDUCER AND ATTACH A FLEX HOSE TO THE HORIZONTAL <br />COLLECTOR. <br />3. LEAVE AN EXTRA FOOT OF SLACK TO ALLOW FOR WEATHER SHRINKAGE. <br />2 HORIZONTAL WELL HEAD DETAIL <br />5 10 NOT TO SCALE <br />PIPE STRAP : UNISTRUT P2558-35 OR EQUAL <br />1/2" SS ALL THREAD ANCHOR WITH - <br />NUTS AND WASHERS <br />VERTICAL WELL HEAD AND <br />ANCHOR DETAIL <br />NOT TO SCALE <br />0 <br />D <br />COUNTY OF SAN JOAQUIN <br />SCALE <br />1 "=100' <br />VERTICAL & HORIZONTAL <br />COLLECTOR DETAILS <br />DRAWN BY DATE RO CT ENGINEER DATE CHECKED 1 DATE <br />J. Acevedo 1 4/13/23 1151 12/231 4w*s - 44 F5//Z-A� <br />DRILL AND <br />EPDXY <br />NOTE: <br />1. PIPE STRAP SHALL BE UNITSTRUT OR EQUIVALENT, ALL <br />PIPE STAP SHALL BE 304 SS. <br />2. PIPE STRAP SHALL BE BENT TO FIT PIPE. <br />PIPE ANCHOR DETAIL <br />NOT TO SCALE <br />2023 LFG SYSTEM IMPROVEMENTS Sheet No. <br />Foothill Sanitary Landfill 1 10 of 16 <br />ZSS BAND <br />CLAMP <br />2" DIA <br />CONNECT KANAFLEX HOSE - <br />Y , <br />WELLHEAD -SEE <br />SPECS <br />SS BAND CLAMP - <br />3'-6" <br />4X2 REDUCER- <br />WELLHEAD <br />FERNCO <br />900 ELBOW- <br />COUPLING <br />4" HDPE LATERAL <br />�-CLAMP <br />SS <br />3% MIN SLOPE TO 6" EADER <br />\ , <br />6LCKFjILL <br />EXISTING <br />a GRADE <br />a <br />L` <br />6" HDPE SOLID <br />Q <br />WELL CASING <br />PIPE ANCHOR <br />3 <br />_13 <br />FROM EXTRACTION WELL <br />GAS <br />NOTES: <br />1. COORDINATES AND ELEVATIONS ARE BASED ON SURVEY INFORMATION PRIOR TO WELL <br />INSTALLATION. ALL DEPTHS ARE NOTED FROM GROUND ELEVATION. ACTUAL GROUND <br />ELEVATIONS MAY HAVE CHANGED. <br />2. MINIMUM 20 FEET SEPARATION BETWEEN BASE OF BORING AND TOP OF LINER ELEVATION. <br />3. EXTRACTION WELL LOCATIONS AND ELEVATIONS TO BE FIELD VERIFIED. ALL CHANGES FROM <br />ABOVE WELL SCHEDULE MUST BE APPROVED BY ENGINEER. <br />4. PLACE APPROXIMATELY 1 FT OF STONE BACKFILL IN BOREHOLE PRIOR TO SETTING WELL CASING. <br />5. LIMESTONE, CRUSHED CONCRETE, AND LIKE MATERIALS ARE NOT APPROVED BACKFILL <br />MATERIALS, <br />6. LATERAL PIPING MUST DRAIN TO MAIN HEADER AT A MINIMUM SLOPE OF 3% UNLESS OTHERWISE <br />APPROVED. CONCRETE BUMPER BLOCK <br />4 FT LONG 9" W X 5" H <br />RECORr' ORAWI3 `>G <br />Carrectios: 9y,_.�_. _ <br />Any Peron Using 1 ;is `,rz -vang Stv, ferny <br />All Into- .'+ation By Ins, +r¢ ng The Site 4 7-vork <br />FERNCO REDUCER <br />EE NOTE 1 <br />SAMPLE PORT <br />FITTINGS WITH CAPS <br />ORIFICE PLATE—` <br />DUST COVER <br />TERAL PIPING 2" PRECISION <br />CONTROL VALVE <br />SAMPLE PORT <br />FITTINGS WITH CAP <br />-2" FLEX HOSE SEE <br />NOTE 3. <br />LATERAL PIPING <br />b <br />'11t, <br />FERNCO REDUCER <br />SEE NOTE 2 <br />NOTES: <br />1. INSTALL 1.0" ORIFICE PLATE AND REPLACE DUST COVER, <br />2. INSERT 2"' HDPE PIPE INTO FERNCO REDUCER AND ATTACH A FLEX HOSE TO THE HORIZONTAL <br />COLLECTOR. <br />3. LEAVE AN EXTRA FOOT OF SLACK TO ALLOW FOR WEATHER SHRINKAGE. <br />2 HORIZONTAL WELL HEAD DETAIL <br />5 10 NOT TO SCALE <br />PIPE STRAP : UNISTRUT P2558-35 OR EQUAL <br />1/2" SS ALL THREAD ANCHOR WITH - <br />NUTS AND WASHERS <br />VERTICAL WELL HEAD AND <br />ANCHOR DETAIL <br />NOT TO SCALE <br />0 <br />D <br />COUNTY OF SAN JOAQUIN <br />SCALE <br />1 "=100' <br />VERTICAL & HORIZONTAL <br />COLLECTOR DETAILS <br />DRAWN BY DATE RO CT ENGINEER DATE CHECKED 1 DATE <br />J. Acevedo 1 4/13/23 1151 12/231 4w*s - 44 F5//Z-A� <br />DRILL AND <br />EPDXY <br />NOTE: <br />1. PIPE STRAP SHALL BE UNITSTRUT OR EQUIVALENT, ALL <br />PIPE STAP SHALL BE 304 SS. <br />2. PIPE STRAP SHALL BE BENT TO FIT PIPE. <br />PIPE ANCHOR DETAIL <br />NOT TO SCALE <br />2023 LFG SYSTEM IMPROVEMENTS Sheet No. <br />Foothill Sanitary Landfill 1 10 of 16 <br />
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