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WATER WORK
<br /> WELL/BORING LOG
<br /> PROJECT EKHOLM PROPERTY LOCATION 1702 JACKSON STREET ESCALON CA PROJECT NO W038500
<br /> WELL/B❑RING NO SBl SURFACE ELEVATI❑N NS FT WELLHEAD ELEVATION - NS-- _ FT
<br /> DATE DRILLED 10/16/91 REVIEWED BY GREG STAHL RG 5023 LOGGED BY TOM LUTTERMAN
<br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER JOEL CUTTER METHOD HOLLOW STEM AUGER
<br /> BORE HOLE DIAMETER _8- IN DEPTH DRILLED 41 FT DEPTH TO WATER, INITIAL ._-__ F3 STATIC FT
<br /> 1 CASTING TYPE NA DIAMETER TN SCHEDULE INTERVAL FT TO FT
<br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO FT
<br /> FILTER PACK TYPE NA INTERVAL U TO F
<br /> SURFACE SEAL TYPE SAND CEMENT SLURRY INTERVAL 0 FT TO 41 F7
<br /> ' N❑TES
<br /> WELL DEPTH PID SAMPLE ID U S G
<br /> DETAIL (FT) (PPM) BLQWC❑UN LOG SOIL DESCRIPTION
<br /> 0 0-3/5 SILTY SAND WITH GRAVEL, 55/ SR FN-M W GRDD SND, 15/ SR
<br /> FN-M W GRDD GRVL, 35/ FNS, N DRY STRNGTH, N DLTNCY, L
<br /> TGHNSS, N PLST, DRK YLLW BRN, NPO, DRY, N HCL REACTION,
<br /> 2 SM WEAK CEMENTATION, HOMO
<br /> 3/5-155 SILTY SAND, 65/ SA-SR FN, W GRDD SND, 35/ FNS, N DRY
<br /> 4 / STRNGTH, N DLTNCY, L TGHNSS, N PLST, V DNS, M YLLW BRN,
<br /> 14 NPO, DRY; N HCL REACTION, M CEMENTATION, HOMO
<br /> 6
<br /> 8
<br /> $M
<br /> 10 19 so
<br /> FOR
<br /> 5
<br /> 12
<br /> 14
<br /> 150 EPSB1-15 5
<br /> 7 155-28/31 WELL GRADED SAND, >95/ SA-SR, FN-CRS, W GRDD SND; <5/ FNS,
<br /> 16 1 M DNS, GRY ORNG, NPO, DRY, N HCL REACTION, WEAK CEMENTATION;
<br /> 16 HOMO
<br /> 18 �ER�Oi
<br /> 20 47
<br /> E6 sW � GREGORY P. �
<br /> 22 STAHL
<br /> No 50
<br /> 24
<br /> 26 a D 23 \ 9 f OF CALlF���`�
<br /> 1 28 28/31-355 WELL GRADED SAND, >95/ SA-SR FN-M, W GRDD SND, <5/ FNS3
<br /> M DNS, PALE YLLW, NPEL DRY, N HCL REACTION, WEAK CEMENT-
<br /> ATION, HOMO
<br /> 30 23 /
<br /> ' 10
<br /> 1
<br /> 32 13
<br /> sW
<br /> 34
<br /> 36 24 �$ 355-41 WELL GRADED SAND WITH SILT, 90/ SA—SR FN—CRS W GRDD SND,
<br /> 27 10/ FNS, M YLLW, NPO, DRY, N HCL REACTION, WEAK CEMENTATION,
<br /> SW-SM HOMO
<br /> 38
<br /> EPSB1-405
<br /> 40 22 51 FQ
<br /> s
<br /> t 42
<br /> ' PAGE 1 OF I
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