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WATERWORK
<br /> WELL/BORING LOG
<br /> PROJECT EKHOLM PROPERTY L❑CATION 1702 JACKSON STREET ESCAL❑N CA PROJECT NO 1.1038500
<br /> WELL/BORING NO S134 SURFACE ELEVATION NS ElWELLHEAD ELEVATION NS
<br /> FT
<br /> DATE DRILLED 10/17/9I REVIEWED BY GREG STAHL RG 5023 LOGGED BY TDM LUTTERMAN
<br /> DRILLING COMPANY SPECTRUM EXPL❑RATION DRILLER JOEL CUTTER METHOD HOLLOW STEM AUGER
<br /> BORE HOLE DIAMETER B IN DEPTH DRILLED 465 FT DEPTH TO WATER INITIAL _ STATIC FT
<br /> 1 CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL -= TO - FT-
<br /> SCREEN
<br /> LSCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO EL
<br /> FILTER PACK TYPE NA INTERVAL FT TO -------- E
<br /> SURFACE SEAL TYPE SAND CEMENT SLURRY INTERVAL 0 FT TO 465 FT
<br /> NOTES
<br /> WELL DEPTH PID AMPLE ID USG SOIL DESCRIPTION
<br /> DETAIL (FT) (PPM) LOWCOUN LOG
<br /> WG
<br /> O 0-55 SILTY SAND WITH GRAVEL 55/ SR FN-M, W GRDD SND; 15/ SR
<br /> FN-M, W GRDD GRVL; 30/ FNS1 N DRY STRNGTH; N DLTNCY; L
<br /> ' TGHNSS; N PLST, M BRN; NPQ DRY, N HCL REACTIONS WEAK
<br /> 2 SM CEMENTATION, HOMO
<br /> 4
<br /> 14
<br /> ' S _ 55-155 SILTY SAND, 65/ SR FN-CRS, W GRDD SND, 35/ FNS; N DRY
<br /> Ej 3 STRNGTH, LS, M YLLW BRN, NPO, DRY, N HCL REACTION, WEAK
<br /> CEMENTATION; HOMO
<br /> 8
<br /> EPSB4-105' SM
<br /> 10 364 10
<br /> 25
<br /> 25
<br /> 12
<br /> 14
<br /> 15.0 5 15 5-20 5 WELL GRADED SAND, >957 SA-SR, W GRDD SND, (5/. FNS, N DRY
<br /> 16 10 STRNGTH, M DNS, GRY ORNG, STRNG PO, DRY, N HCL REACTION;
<br /> WEAK CEMENTATION, HOMO
<br /> 18 sw
<br /> ' 202 EPSB4-105
<br /> 201
<br /> � 1 205-305 WELL GRADED SAND WITH SILT, >90/ SR-R FN-M W GRDD SND,
<br /> 15 <10/ FNS, N DRY STRNGTH, M DNS, PALE YLLW BRN, SL PO, DRY,
<br /> 22 N HCL REACTION, WEAK CEMENTATION, HOMO
<br /> 24 13 Sw-SM
<br /> 9
<br /> 26 16
<br /> 18
<br /> ' 28
<br /> 30 00 13
<br /> 24
<br /> 32
<br /> 1 34 p.e
<br /> 9
<br /> 36 13 SW 305-42/43 WELL GRADED SAND, >95/ SA-SR FN-CRS W GRDD SND; <5/ FNS,
<br /> 17 N DRY STRNGTH, DNS, M YLLW BRN, SL PQ DRY; N HCL REACTION,
<br /> WEAK CEMENTATION, HOMO
<br /> 38
<br /> 40 13 2rE
<br /> ' 42 42/43-465 SILTY SAND, 65/ SR, FN, W GRDD SND, 35/_ FNS, N DRY STRNGTH,
<br /> N DLTNCY, L TGHNSS, N-L PLST, V DNS, DRK YLLW BRN, NPO, DRY,
<br /> N HCL REACTION, WEAK CEMENTATION, HOMO
<br /> SM
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