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WATER WORK <br /> WELL/BORING LOG <br /> PROJECT GARQUER PROPEL;LY_ _ LOCATION 2690_IIlOdOI12f]AD. THf1RIITQL-CLPROJECT NO. 309 <br /> VELL/DORING NO, Hyl SURFACE ELEVATION IIS-- - FT- WELLHEAD ELEVATION NS _LL <br /> DATE DRILLED 11/0I/90 _ REVIEWED DY RUSSELL w. JUNCnt{ RG3D64 LOGGED BY JOI{H P. LANE <br /> DRILLING COMPANY SPECTRUM CXPLCRATIQN DRILLER R. L1VINGSTON METHOD HOLLUV STEM AUGER <br /> 9ORE.HOLE DIAMETER 81N DEPTH DRILLED 27 FT DEPTH TO WATER INITIAL 12.5 FT STATIC 12.3 FT <br /> CASING TYPE PVC DIA'(ETER 21N SCHEDULE a0 [NTERV%,L 0 FT TO EZ <br /> SCREEN TYPE PVC DliaMETER PIN_ SLOT S(2E 0.010 NL INTERVAL_ 7 - LL Tp 27 FT <br /> FILTER PACK TYPE 02/12 SAND INTERVAL 5 FT TO 27 FT <br /> — <br /> SURFACE SEAL TYPE SAND/CEHD,T SLURRY (DY. DENTQNITE) OVER DENTONITE INTERVAL 0 E]_ Tw 5 FT <br /> NOTES DLNICNITr PLUG 3-5) LEAVING SANDS E)lf IUNTERZI) 16-27' <br /> WELL DEPTH Fil) SAMPLE III U.S.G. SOIL DESCRIPTION <br /> DETAIL (FTJ (PPH) BLOWCOUNI LOG <br /> 0 _.,. 0—.5' GRAVEL WITH SILT <br /> i .5-6' SANDY SILTI 4107., SA—SR,F, SFT—H, PRLY GRDD SNOI >&DZ PIS[ <br /> 2 _ N DRY STRNGTN R DLTNCY) L TUN= N PLSTi STIFPI M YLLV <br /> DWI 11PQI TIRGI HST[ N HCL REACTION WEAK CEMENTATION[ HOHO <br /> HL <br /> 4 <br /> 9 <br /> 6 6 SP—SH 6-6.5/LO' POORLY GRADED SAND WITH SILTS >90;L SA—SP F—H,H HRDNSS, <br /> PRLY GRDD SNIy <10% FNS3 H DNSI PALE YLLV PRN NPQ) N LRQ <br /> B HST) N HCL REACTIC714i WEAK CCHENTATIO[L HOMO <br /> GP- <br /> 1.0 HV1- HL 6.5/10-f1' SANDY SILTI G407. SA-SR. F, SFT, PRLY GRDD SND) >60% FNS) N <br /> _ 10.5 4 CRY STRNGTW R OLTNCY7 L TGHNSSi N PLSTI H STIFF[ H YLLV <br /> 32 _ 4 ` SP DRN NPC[ DRG[ NSTI N HCL REACIION WEAK CEMENTATION[ HQHO <br /> l[-11.5/15' POORLY GRADED SAND[ )95% SA—SR, F.—H, H HRDNSS PRLY GRDD <br /> i4 \ SNDi (5S FNS[ M DNSI DRK YLLV DRNGI NPO N ORGI MST) N HCL <br /> REACTION WEAK CEMENTATIOIL HOMO <br /> 1 SP L1.5/15—I6' POORLY GRADED SAND[ 7957. SA—SR, F—M, H HRDNSS PRLY GRDD <br /> Tt� �6 2 SND) (57. FNS[ V LS) DUSKY YLLV BRNI NPO[ 11 CRGI VETT N HCL <br /> I HL REACTICNI WEAK CEHCNTATIQN4 HOHOj GRY STAIN <br /> JI8 I6-16,5/20' SANDY SILTI 4307; SA—SR, F, SFT—l1, PRLY GRDD SNDI )707. FNS[ <br /> V I.S3 M—DRK GRY) NPO) DRGs WETS N HCL REACTIOM WEAK CEH— <br /> C� ENTATION HCHOI GRY STAIN <br /> 165/24-27'WELL GRADED SAND,>907. SA—SR, F—CRS, M HRDNSS, WELL GRDD <br /> SND) (10% FNS) V LS—H DNSI H—DRK GRYI NPC[ TR ORO VET) N <br /> SV HCL REACTIQN.t WEAK CEHENTATIONI HOMO <br /> 24 <br /> 266 <br /> 26 <br /> 30 <br /> 32 4 RUSSELL <br /> 34 jurgCAL <br /> 1J <br /> No.3354 a<. <br /> 36 <br /> 38 <br /> .._ 40 <br /> 42 <br /> PAGE OFA <br /> .wati�nalNntx■■rv��nry� IRPSCIRI®"11hR71'flm <br />