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' PROPOSED MONITORING WELL CONSTRUCTION DETAILS <br /> Project Beacon Station No 695 Monitoring Well No MW-28 <br /> 900 South Cherokee Lane <br /> Lodi, California <br /> Delta No 40-93-915 <br /> -r---PROTECTIVE CASING <br />' LCC}, ING WATERTIGHT CAP <br /> FLUSH GRADE WELL CONSTRUCTION <br /> ` D k AMETEK AND MATED i AL 10-Inch steel <br /> TOTAL LENGTH 1 foot <br /> / THICKNESS & TYPE OF SEAL 1 foot Qulkset concrete <br /> -'*—DIAMETER MATERIAL & JO t NT T rPE OF RISER PIPE 4-Inch, SCH 40 PVC flush-threaded <br /> TIPE OF 9AC}_FILL AROUND RISER <br /> Neat Dement with 5% bentonite <br />' La TH I CI NESS a T r PE OF SEAL 3 feet bentonite <br /> DISTANCE OF FILTER SAND ABOVE TOP OF SCREEN 3feet <br /> T r PE OF FILTER AROUND SCREEN No 3 Lonestar sand <br /> 7NITOPING WELL MATERIA" SCH 40 PVC <br /> 1 L3 <br /> 'GREEN GAUGE C•R Si SE OF OPENINGS [SECT SIZES 0 020 inch <br /> DIAMETE71 ArID LEjIGTH OF SCREEN 4 inch x 15 feet <br /> T +--- DEPTH TO THE BOTTOM OF MON I TOR I NG WELL 77 feet <br /> ----GE=TH TO THE BOTTCM OF FILTER SANG 77 feet <br /> THICINESS & TYKE OF SEAL NA <br /> DIAMETER OF BOREHOLE 10 Inches <br />' L1 = 05 FT <br /> L2 = 61 5 FT <br /> tL3 = 15 0 FT <br /> L4 = 770 FT <br /> ///� Delta <br />