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F^" <br /> WATERWORK <br /> WELL/BORING LOG <br /> PROJECT REGIONAL VASTE WATER LDCATIIIN 2900 NA PROJECT NO.�914g2 — <br /> VELL/BORING NO. MV-2 SURFACE ELEVATION FT WELLHEAD ELEVATION _ :T <br /> A 10/17/84 RU L JUNCAL RGI86� ROBERT 'UNCA <br /> DATE DRILLED REVEEWED BY _ T;:£.l -- LOGGED 8Y <br /> DRILLING COMPANY T RB'R R UWARTDRILLER T, DLSEN METHOD NOLLpV STEM AUGER <br /> BORE HOLE DIAMETER 8 _IN DEPTH DRILLED 25 FT DEPTH TO WATER, INITIAL _ 12 FT STATIC _I1 <br /> F-, CASING TYPE LyC F1613 DIAMETER 2— IN SCHEDULE +D INTERVAL 4 FL TO— D FT <br /> SCREENTYPEP�vc—DIAMETER 2 IN— SLOT SIZE—0,024 IN INTERVAL J=L TO g-, ET <br /> FILTER PACK TYPE MONTEREY SAND M3 INTERVAL 61 TO 25 ET <br /> SURFACE SEAL TYPE NEAT CEMENT/NCRTUNITE INTERVAL 0 FT TO 6 FT _ <br /> NOTES <br /> VEL L DEPTH PID SAMPLE ID USG. SOIL DESCRIPTION <br /> DETAIL (FT.) (PPM) BLOWCDJNI LOG <br /> ' a 0 — 0-6' HDLTNCY. M <br /> CLAY, 2Y <br /> � SiRNGTN, <br /> M.PLSL STIFF. BRRNPO. SL HST <br /> .z CL <br /> _s 4 6-14' SILTY CLAY, 104% FNS, M DRY STRNGTH, N DLTNCY, M TGHNSS, H <br /> 7. NV-2A PLST,M STIFF, BLUE GRY, NPIL SL MST _ <br /> a 6 0 2 <br /> 3 CL <br /> $ 10-25' CLAY SILT, 1007. FNS N DRY STRNGTH, SL-H DL7NCY, SL TGHNS71 <br /> r s HV-2H L PLST, STIFF,GRN/GRY, NPD.HST-VET <br /> I <br /> i <br /> 0 1 <br /> 2 <br /> 12 <br /> U, 14 <br /> 16 ML <br /> _ 18 <br /> I: 20 <br /> 0 = 24 <br /> 26 ED CC` ` <br /> 0 1 <br /> 30 SEL W. <br /> 32 o.3864 <br /> 34 <br /> OF CAS <br /> 36 <br /> 38 <br /> 40 <br /> PAGE . OF <br />