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WATER WORK <br /> WELL/BORING LOG <br /> QJECT EKHOLM PROPERTY LOCATION 1702 JACKSON STREET ESCALON CA PROJECT NO. y038500 <br />' WELL/BORING N❑ SB3 SURFACE ELEVATION NS FT WELLHEAD ELEVATION NS FT <br /> DATE DRILLED 10/16/91 REVIEWED BY GREG STAHL RG. 5023 LOGGED BY TOM LUTTERHAN <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER JOEL CUTTER METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER - e IN DEPTH DRILLED 415 FT DEPTH T❑ WATER. INITIAL FT STATIC �T <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO FT <br /> FILTER PACK TYPE NA INTERVAL FT TO FT <br /> SURFACE SEAL TYPE SAND CEMENT SLURRY INTERVAL 0 FT TEI 413 FT <br />' NOTES <br /> WELL DEPTH PID SAKPLE ID USG SOIL DESCRIPTION <br /> DETAIL (FT) (PPM) OWCOUN LOG <br /> 0 0-4/6' SILTY SAND WITH GRAVEL, 55x SR FN. W GRDD SND; 15X SR, <br /> FN-M. W GRDD GRVL, 30% 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 /> 4 4/6-15.5' SILTY SAND; 65/ SA-SR, FN-CRt W GRDD SND; 35/ FNSI L DRY <br /> 14 / STRNGTH; N DLTNCYI L TGHNSS; N PLST, LS; M YLLW BRN; NPO; <br />' 7 / ORGANICS; DRY; N HCL REACTION. WEAK CEMENTATION HOMO <br /> 6 4 <br /> 8 <br />' IQsM <br /> 19 is <br /> 25 <br /> 12 <br /> 14 <br /> EPSB3-17 15 5-26' WELL GRADED SAND, 95L SA-SR, FN-CRS, W GRDD SND; (5/. FNS; <br /> 16 I9 14 GRY ORNQ NPO, DRY, N HCL REACTION; WEAK CEMENTATION <br /> 18 <br />' 20 0.9 a SW <br /> 13 <br /> 1 <br /> 22 6 <br />' 24 <br /> SS <br /> 26 0.9 2g 26-33/35' WELL GRADED SAND WITH SILT; >90'/. SR-R, FN-CRS W GRDD SND; <br />' <10/ FNS; L DRY STRNGTW N DLTNCY; L TGHNSS; N PLST; PALE <br /> 28 YLLW BRN; NPO; DRY; N HCL REACTION; WEAK CEMENTATION HOHM <br /> IRON OXIDES PRESENT <br /> 30 04 SW-SM <br />' ]3 <br /> 16 <br /> 32 33/35-415 WELL GRADED SAND; >95X SA-SR, FN-ERS, W GRDD SND; <5% FNS, <br /> N DRY STRNGTH; M DNS; M YLLW BRN; NPO; DRY; N HCL REACTION; <br />' 34 / WEAK CEMENTATION; HOMO <br /> 0 9 s / D Cr, <br /> 36 9 <br /> 3$ Sv F, P. <br /> F:'L <br /> 40 09 EPSa3-404 `t �� �. 5C <br /> [`� 23 <br /> 42 r <br />' PAGE 1 [IF--!— <br />