Laserfiche WebLink
- - PROPOSED P4,AITORING WELL CONSTRUt 'ION DETAILS <br /> Project Beacon Station-No. 513 Monitoring Well No. MW-3 <br /> 41 West Kettleman Lane <br /> Lodi, California <br /> Delta No. 40-93-942 <br /> �—PROTECTIVE CASING <br /> i <br /> Fil <br /> / LOCKING WATERTIGHT CAP <br /> FLUSH GRADE WELL CONSTRUCTION': i <br /> D I AMETER AND MATERIAL 10-inch steel <br /> TOTAL LENGTH 1 foot <br /> j <br /> THICKNESS & TYPE OF SEAL' 1 foot <br /> i <br /> L2 i <br /> -4-DIAMETER, MATERIAL, & JOINT TYPE OF RISER P I RE 4-inch SCH 40 PVC, flush threaded <br /> `` h <br /> TYPE OF BACKFILL AROUND:1RISER, c <br /> ij Neat cement with 5%bentonite <br /> i <br /> i <br /> L-4 <br /> THICKNESS & TYPE OF SEAL. 2 feet bentonite <br /> I <br /> DISTANCE OF FILTER SAND ABOVE TOP OF SCREEN: 2feet <br /> TYPE OF FILTER AROUND SCREEN. No. 3 Lonestar sand <br /> ONITORING°WELL MATERIAL Schedule 40 PVC <br /> L3 i <br /> ,"----SCREEN GAUGE OR SIZE OF OPENINGS CSLOTrSI ZE]' 0.020 inch <br /> DIAMETER AND LENGTH OF SCREEN: 2 inches x 15 feet <br /> i <br /> DEPTH TO THE BOTTOM OF MONITORING!! WELL 65 feet <br /> i <br /> �a' �—DEPTH TO THE BOTTOM OF FILTER SAND 65 feet <br /> THICKNESS .& TYPE OF[ SEAL NA <br /> i <br /> j <br /> d DIAMETER OF BOREHOLE 10 inches <br /> I <br /> I <br /> i <br /> L1 = 0.5 FT <br /> L2 = 49.5 FT <br /> L3 = 15.0 FT <br /> L4 = 65.0 FT <br /> _ J <br /> Defta <br />