k
<br /> l
<br /> 1 �
<br /> WATERWORK ..
<br /> �- WELL/BORING LOG
<br /> PROJECT 83J Cp"PANY L13CATION
<br /> 757 EAST 1LT14 STREET, TRACY, CA •.,., PROJECT NIT.
<br /> r VELL/BiIRfNG NQ Mid 1 SURCACE ELEVATEON — WELLHEAD ELEVATION �r-------EZ
<br /> RilsSSL�)uIVCAL RG3864 LOGGED BY E. TAYLOR
<br /> DATE DRILLED vial ) — REVIEWED BY _ HOLLOW STEM AUGER
<br /> p;TERK" AND STEIIART DRILLER T• OLSf_ METHOD
<br /> DRILLING N"OMPANY T r
<br /> DEPTH DRILLED L9.5 FT DEPTH TO WATER INITIAL �� STAT I�
<br /> FORE HOLE DIAAMETER - 0.5 TO
<br /> a�. CASING TYPE PVC F;�-- DIAMETER ?-Ld- SCHEDULE .4--. INTERVAL �5 TO lg�— T
<br /> C
<br /> SCREEN TYPE PV
<br /> r.. A -- DIAMETER Z Lb SLOT SIZE 0 �tl INTERVAL 3.1 F
<br /> INTERVAL TO ---IU El
<br /> FILTER PACK TYPE .•""" ARE aZ SAND �"—"" INTERVAL----%D— FT TIS --.0---EM
<br /> „r SURFACE: SEAL TYPE MEAJ NT
<br /> NOTES BENTONITE PELT
<br /> , R
<br /> VELL DEPTH PID W4PLE [D I 11.S.G. SOIL DESCRIPTION
<br /> BETAl TT) (PPM) LOWCMJNj LOG
<br /> ASPHALT ANA BASE RUCK
<br /> CL 1-3' LEAN HPOA , 100 FN OLIVE GR RNGT N DLTNCY, M TGHNSS, M PLST,
<br /> � 2
<br /> r,.... 3-•8' LEAN CLAY, 100Y. PNS, H DRY STRNGTH, N DLTNCY, M TGHNSS, H PLST,
<br /> FRM, NPO, MST, HOMCL GRY OLIVE (13Y 4/2)
<br /> CL I
<br /> 6
<br /> ..r a�.1-Mul-e•
<br /> 8 2 O-LO' LEAN CLAY, 10OY FNS, H DRY STRNGTH, N DLTNCY, M TGHNSS, M PLST,
<br /> 2CL SFT, NPO, VET, HaM LT OLIVE GRY (Sy 5/E)
<br /> i '
<br /> 10 '1-13' LILT, 100Y. FNS, L DRY STRNGTH, R DLTNCY, N PLST, SFT, NPLI vrT,
<br /> Hl M11 LT OLIVE GRY (5Y 5/2)
<br /> 12 ML
<br /> 13-15' DLTNCYSSFT,3WM LET, HOMO, LT SOLDy
<br /> SANDY FNS. L OLIVE GAY (5Y 5/2)
<br /> 14
<br /> i2
<br /> 14
<br /> ML
<br /> �.«
<br /> 15-19,5' LEA>( CLAY, 100% FNS, H DRY STRNGTH, N DLTNCY, M FGHNSS, M PLST,
<br /> VET, HOMM LT
<br /> 1>r1 FRS(, NPO, OLIVE GAY C5Y 5/2)
<br /> CL
<br /> ., 18
<br /> 22
<br /> 24 j�.F1� G'po—i
<br /> 26 W
<br /> _ ¢ RUSSELL
<br /> 28 JUNCAL k
<br /> No. 386430
<br /> 32 ` OF C,%
<br /> 34 I
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<br /> 38
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<br /> PAGE
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