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PROPOSED MONITORING WELL CONSTRUCTION DETAILS <br /> Project Beacon Station No 695 Monitoring Well No MW-29 <br /> 900 South Cherokee Lane <br /> Lodi, California <br /> Delta No 40-93-915 <br /> l'--PROTECTIVE C-+5 NG <br /> /\\/\ <br /> LOCKING WATERTIGHT CAP <br /> / FuUSH GRADE YELL CONSTRUCTION <br /> D I AMETEP AND MATERIAL 10-inch steel <br /> TOTAL LENGTH 1 foot <br /> THICKNESS & TYPE OF SE4L 1 foot Quikset concrete <br /> 71AMETER MATEP I AL r, in-I NT T"PE OF RISER P t PE <br /> 4-inch SCH 40 PVC flush-threaded <br /> TY PE OF SACT F I LL AROUND R I SER <br /> Neat cement with 5°lo bentonite <br /> L4 <br /> 7-ICINESS & TYPE OF SEAQ 3 feet bentonite <br /> DISTANCE OF FILTER S-ND ABOVE TOP OF SCREEN 3feet <br /> Tl PE OF F I LTEP AROUND SCPEE» No 3 Lonestar sand <br /> IrN I TOPING HELL WATER.- SCH 40 PVC <br /> 1 L3 <br /> ,GREEN GAUGE OR 5 I C= DF OPEr1 I NGO r DLA}r 51::E1 p Ozo inch <br /> I <br /> — D I AMET ER AND LENGTH OF ;CR;EN 4 inch x 15 feet <br /> �—�— DEDTN TO THE B T 70M _F MON I TOPING YE__ 77 feet <br /> QEPTH TO THE e07TCM OF FILTEa SANC, 77 feet <br /> Tt,I CF NESS & TYPE OF SEAL NA <br /> �+--*-j DIAMETER OF BOREHOLE 10 inches <br /> L1 = 05 FT <br /> L2 = 61 5 FT <br /> L3 = 150 FT <br /> L4 = 770 FT <br />