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WELL/BORING LOG <br /> PROJECT EK14OLW PROPERTY LOCATION 1702 JACKSON STREET ESCALON CA PROJECT NO. W033S <br /> WELL/BORING NO. WWI SURFACE ELEVATION NS TT WELLHEAD ELEVATION _ NS E16 _ <br /> DATE DRILLED C3/02/92 REVIEWED BY GREG P STAHL RG No 3023 LOGGED BY TOM LUTTERMAN <br /> DRILLING COMPANY RESNA INOUStRIES DRILLER GENE HUNCS METHOD HOLLOW STEM AUGER <br /> ' SORE HOLE DIAMETER a IN DEPTH DRILLED a5 DEPTH TO WATER INITIAL S9 FT STATIC 67 SS C7 <br /> - <br /> CASING TYPE PVC F480 DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO 64 FT <br /> SCREEN TYPE PVC FASO DIAMETER 2 rN SLOT SIZE 0 Oto INTERVAL 9A FT TO sr Fr <br /> FILTER PACK TYPE LONESTAR 42/12 SAND - INTERVAL 62 FT TO was FT <br /> SURFACE SEAL TYPE NEAT CEWEHT/91EXTON1TE INTERVAL ,.0—_FT TO 62 Fi <br /> NOTES 2 FOOT BENTONITE SEAL OVER SAND <br />' WELL DEPTH PID ISAUIU ID I IAS G 5CIL DESCRIPTION <br /> DETAIL (FT) (PPM) BLOWCOII LOG <br />' 0-8.5/10- SILTY SAND WITH GRAVEL. 50% SA-SR, FN-ERS, W =0 SND- <br /> 307. SA-SR. FN-M. W GRDD GRVL. 20% FNS. M ONS DRK <br /> 2 YLLW SRN; NPO- MST, N HCL REACTION; WEAK CEMENTATION, <br /> HOMO <br />' 4 sM <br /> 6 ZE 6 <br /> 8 <br /> B.5/i0-ti/IS' SILT, 10% SR, FH-CRS- W GRDD SND; 10% SR. FN-CRS. W <br /> 10 2200 7 ML GRDD GRVL, 80R FNS, N-L DRY STRNGTH- R OLTNCY L <br /> 30 TGHNSS. N PLST, HRD. ORK YLLW BAN; STRNG PO: MST. STR,4G <br /> 12 HCL REACTION. M-STRNG CEMENTATION, HOMO <br /> 14 11/15-16.5/20' SILTY SAND WITH GRAVEL, 60% SA-SR, FN-CRS, W GROG <br /> SNO 20% SA-SR. W GRDD GRVL. 20% FNS; M ONS, M SRN <br /> 4000 1 SM SL PO MST. N HCL REACTION, WEAK CEMENTATION, HOMO <br /> 15 <br /> 20 16.5/20-21.3/25' WELL GRADED SAND- >90: SA-SR, FN-CRS W GRDD $NO- <br /> 1 Sw <5R SA-SR. FN W GRDD CRVL. <57. FNS M DNS V YLLW <br /> 103 12 ORNG. SL PO; MST. N HCL REACTION. WEAK CEMENTATION, <br />' 22 20 HOMO <br /> 24 <br />' 92a 15 21.5/25-26 3/30' WELL. GRADED SAND WITH SILT >80% SA-SR. FN-CAS. W GRDD <br /> 1 5W-5M Yl w SROC = <br /> 26 <br /> t7 ORNGSL PO: MST. N1iCLREACTIONWEAK CEMENTATION <br /> HOMO <br /> 28 <br />' 26.5/30-36 3/40' WELL GRADED SAND- >90= SA-SR FN-CRS W GRDD SND; <br /> 30 1 <5T. FNS. ONS M YLLW ORNG M PO MST. N HCL REACTION <br /> 20 WEAK CEMENTATION. HOMO <br /> 1s4 20 <br /> 32 <br /> 34 Sw <br /> 36 I23 <br /> 38 <br /> 36 5/40-41 5/45 WELL GRADED SAND X931. SA-SR FN-CRS W GRDD SHO <br /> <5Z FNS V ONS M YLLW 8RN M-StRNG PO MST H MCL <br /> 40 3 REACt10N WEAK CEMENTATION HOuO <br /> 37 <br /> 1042 37 5w <br /> 42 <br /> PAGE 1 OF-L- <br />