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4 <br /> W,4TEF#WoRK <br /> 1BoRING LOG �. <br /> PROJECT NO, 5 <br /> PRO�EC —r_uEVv LtlCATItlN WELLHEAD ELEVATION <br /> WELL/DDRING NO NWT SURFACE ELEVATION LG[ FRANT2 <br /> p/p4/91 N.EVIEVED BY RUSSELL V. JJNCA RG BB4 LOC ED B]{OLLDV STEM AUGER <br /> DATE DRILLED — SPECTRUM EXPLORATION DRILLER VAN LEUNARU/TONY METI03D 26.8L <br /> DRILLING COMPANY z5_�EI STATIC <br /> S tN DEPTH DRILLED 45 Fi DEPTH TO WATER- INITIAL FL 70 ` 20 <br /> BORE HOLO DIAMETER z SCHEDULE �— INTERVAL 45 <br /> CASING TYPE PVC Fes_ DIAMETER ._..�� SLOT SIZE-9-00--ULINTERVAL —Zo-- -U TO 4� <br /> SCREEN TYPE PVC DIAMETERI�— �� FL 70^---- <br /> M2 SILICA SAND INTERVAL <br /> PACK TYPE INTERVAL--0 FT TO <br /> SURrACE SEAL TYPE NEAT E NT <br /> NOTES NT Tr A A SPN PACK <br /> APPLE ID U.S <br /> SOIL DESCRIPTION <br /> WELL DEPTH PID <br /> DETAIL (FT.) (PPl) LOVCOUN LOG <br /> 0-4' ASPHALT <br /> 0 LEAN CLAY- <10%. SA-SR, FN, H-HRD GR HRDNSS, PRLY <br /> H-H TGHNSSI L-14 PSLTI STIFF-V S IFF H BRN N-SL <br /> pDl N DRCI HST) K CEHENTATIONI <br /> CL <br /> r <br /> 4 <br /> 10 <br /> G 2U 6,5/10SILTY SAND, >707 SA-SR, FN, HRD GR HRDNSS, PRLY <br /> "11'5/13` GRDD SNDI 430X FNSI N-L DRY STRNGTH; N-SLW DLSNCYI <br /> L-H TG14HSSI N-L PLSTI HED DNSI H BRW N-SL P@ <br /> 8 N URU HSTI H CEHENTATION <br /> T <br /> 10 12 <br /> 17 SN SILTY SAND, >70'/. SA-SR. FN, HRD GR HRDNSS:PRLY <br /> 20 / 215/15-16.5/20' <br /> S2 f Yj <br /> CRHDTGHNSS�ON-L NPLSTI HEQ DNSIPHrYLLV DRW NLSLCPOO <br /> i N CRCv NST) N CEHENTATWN <br /> 24 <br /> 13 <br /> 16 21 SM 16.5/20-215/25' PRLY GRDD SAND WITH SILT, >90L 5A-S2 <br /> GR HRDNSS, PRLY GRDD SMD) <l0X FNSI N-L DRY <br /> i 1STRNGTF4 R DLTNCYI MED DNSI DRK YLLW BRM) H-STRNG <br /> LCHV7- PQ N DRGI HST) WEAK CEMENTATION <br /> 20.5 <br /> 20 — <br /> 7 SP-SH 21.5/25-26.5/30' PRLY GRDD SAND VITH SILTI >50Y., SA-SR H-FN <br /> 20 i GR HRDNSS. PRLY GRDD SND) 002 FNS; N-L DRY <br /> 22 STRNGTHI R DLT.NCY1 NED DNSI DRK YLLV 3RNI N^SL <br /> / <br /> i <br /> PEI N ORCu HST) WUX CEMENTATION <br /> 24 <br /> LD <br /> 26 14 sP-sM OSp <br /> 26,5/30-31.5/35' HEDY H-MRD GRy H.DNSS. AND <br /> GRDDRSNn (20*, SA SR, <br /> 2e FN, M-HRD GR HRGt1SS, PRLY GRDD GRVLI e.0% FNS) <br /> N—L DRY STRIJGTW R DLTNCYI NED DNSI DRot YLLV BRM) <br /> i N—SL PIL N O.RCu WET I VEAK CEMENTATION <br /> 30 8 <br /> 13 SP-SM <br /> 20 FN-H H-F4ftD <br /> 32 31.5/33-36.5/40' PRLY GRDD SAND V/GRAVED >65 C SA-SR, H_HRD GR <br /> GR HRDNsS PRLY GRDD SNDI 3DL. SA-SR FN <br /> 34 HRDNSS, PRL': GRDD GRVLI(5X FNSI N DRY STRNGTW <br /> 9 <br /> WEFT WEAK CEMENTASi TION YLLW BRNs N-SL PDI N DREu <br /> 36 33 SP <br /> 38. DTSNDII>90% FNSI S H DRY STRNGTW NR�LW DLTNCY) <br /> 36.5/40 45' <br /> ELASTIC <br /> GRD <br /> 40 8 <br /> STR1.� PDI N ORO: VETiTWEAK CEMENTATION YI <br /> 11 NM <br /> 17 <br /> 42 <br /> PAGE OF Z <br />