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PROJECT WESTERN.STC7ME PROII�L$._. LOCATION � T PROJECT ND. 460395-1^, <br /> WELL/aa>�tNG N�. �+-� sL11�FACE ELEVATION � WELLHEAn ELEVarION 4x4 �T <br /> WATERWORK <br /> BATE Df71LLED x/22>`30 REVIEWED DY RUSSELL JU C L RG 3564 LOGGI=D aY J[IESPH KNIGHT I <br /> DRILLING C13HPANY SIERRA DRII LING DRILLER D. TRUS3C FF METHOD i"All i W STEM AUGER <br /> BORE HOLE DIAMETER _ 6 IN DEPTH DRILLED 21 F DEPTH TO WATER INITIAL STATIC 12—EL <br /> CASING TYPE PVC F480 DIAMETER -R rN- SCHEDULE 40--- INTERVAL _ 0 -QT- TO FL <br /> SCREEN TYPE PVC DIAMETER E IN SLOT SIZE !.,u.o10 - INTERVAL 6 FT TO ��rl <br /> FILTER PACK TYPE 2/l8 SILICA SAND INTERVAL 4 EC TO 21 -may <br /> SURFACE SEAL. TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 FT TO --� <br /> NATES JENTONII.E3-4 FEET <br /> WELL DEPTH PID AMPLE ID U.S.G, <br /> SD[L DESCRIPTION <br /> DETAIL (FT.) (PPM> aLBVCDUN1 LUG <br /> 0 r-4' CONCRETE <br /> 6'-5.5' LEAN CLAY. <57 SNDA >95% FNS, M DRY STRNGTH, N-SLV DLTNCY, <br /> 2 M TGHNSS, H PLST, OLIVE GRY, NPM MST, HOMO <br /> CL <br /> 4 <br /> WS-SB4-,5' <br /> S.5-8/10' SANDY SILTi 30Y. SUERND-RND, FN, HRD, PRLY GRDD SNDA IRACF <br /> 3 SUBRND-RND, FN-CRS, HRD, PRLY GRID GRVLi 0.2 FNS; L DRY <br /> ML STRNGTH, R DLTNCY, L TGHNSS, L PLST, LOOSE, �EGTH OLIVE <br /> _ GRY, NPM MST-WET, H1]HO, FEOX MOTTLIN.r <br /> 8/10-14' POORLY GRADED SAND WITH SILT+ 90% SUBRND-RND, FN, HRD, PRLY <br /> — <br /> 10 GRDII SNDA TRACE SUBRND-RNII, FN-CRS, HRD, PRLY GRDD CrRVLj 14Y. <br /> FHS, N-L DRY STRNGTH, N DL INCY, L TGHNSS, N PLST. OLIVE <br /> r:sy GRY 14PC4 DIET, WEAK CEMENTATION, HOMO <br /> = 12 SP/SM <br /> 14 14-21' LEAN CLAY. <5X SND) >95% FNS, H DRY STRNGTH, SLW DLTNCY, <br /> M-H TGHNSS H PLST, M LT ERN, NPI, MST. HOMO <br /> 16 <br /> CL <br /> 18 <br /> 20 <br /> 22 <br /> 24 <br /> 26 <br /> o <br /> f <br /> 30 <br /> v <br /> JSS 'L4A� ',A0 <br /> 32 32 J <br /> 34 <br /> 36 <br /> 38 <br /> 40 <br /> 42 <br /> PAGE i OF 1 <br />