|
4
<br /> WELL/BORING LOG
<br /> PROJECT EKHOLM PROPERTY LOCATION 1702 JACKSON STREET, ESCALON CA PROJECT NO W0385
<br /> WELL/BORING NO MWI NOTES 2 FOOT BENTONITE SEAL OVER SAND
<br /> WELL DEPTH PID SAMPLE IC U S G SOIL DESCRIPTION
<br /> DETAIL (FT) (PPM) BLOWCOUN LOG
<br /> ' - SW
<br /> �- 44 36 5/40-41 5/45' WELL GRADED SAND >95% SA-SR, FN--CRS, W GRDD SND,
<br /> 188 - 18 SM <57. FN5 V DNS, M YLLW BRN, M-STRNG PO MST, N HCL
<br /> REACTION WEAK CEMENTATION HOMO
<br /> 46 2
<br /> ' - - 50
<br /> SM 41 5/45-45 5' SILTY SAND, 60% SA-SR FN-M, PRLY GRDD SND, 40% FNS,
<br /> 48 V DNS, PALE YLLW BRN M PO MST N HCL REACTION WEAK
<br /> CEMENTATION, HOMO
<br /> JO - EP-MWI2 5
<br /> 1300 45 45 5-50 5' SILTY SAND >70% SA-SR, FN-M PRLY GROD SND <30%
<br /> _ FNS V DNS BRN GRY, SL PO MST, N HCL REACTION, WEAK
<br /> 52 CEMENTATION, HOMO
<br /> 54 MH
<br /> EP-WWI-55 5'
<br /> 25
<br /> 56 481 50 50 5-56 5/60' ELASTIC SILT <107 SA-SR, FN, PRLY GRDD SND, >90% FNS
<br /> L DRY STRNGTH, N DLTNCY M TGHNSS, M-H PLST, HRD BRN
<br /> CRY, SL PO, MST, N HCL REACTION, WEAK CEMENTATION,
<br /> 58 HOMO
<br /> 60 15 100 ML 56 5/60-60 5/65' SILT, <10% SA-SR, FN PRLY GRDD SND >90% FNS L-M
<br /> ' DRY STRNGTH, SLW DLTNCY, L TGHNSS, N-L PLST, HRD, BRN
<br /> 62 GRY SL PO, MST N HCL REACTION WEAK CEMENTATION
<br /> _ HOMO
<br /> 64 - 60 5/65-65 5/70 SILTY SAND 80% SA FN PRLY GRDD SND 20% FNS V DNS
<br /> - - EP-WW1-655 GRY BRN, NPO, MST, N HCL REACTION, M CEMENTATION, HOMO
<br /> \-
<br /> 12 5D SM
<br /> 66 655/70-71 POORLY GRADED SAND, 90% SA-SR, FN, PRLY GRDD SND,
<br /> <5% SA-SR, PRLY GRDD GRVL <5% FNS V DNS, GRY N-SL
<br /> 68 _ PO WET N HCL REACTION M CEMENTATION HOMO
<br /> 12
<br /> 70 4 SP
<br /> = 50
<br /> 71-71 5/75' SILT, <5% SND, >957 FNS, N-L DRY STRNGTH, SLW OLTNCY,
<br /> 72 ML L TGHNSS, N PLST HRD DRK YLLW BRN NPO, ORGANICS,
<br /> WET, N HCL REACTION M CEMENTATION HOMO
<br /> 74
<br /> 71 5/75-81 5/85 LEAN CLAY, <5% SND >95% FNS, M-H DRY STRNGTH N-SLW
<br /> 30 DLTNCY, L-M TGHNSS, M-H PLST HRD, DRK YLLW BRN, NPO,
<br /> 76 5 ORGANICS WET N HCL REACTION M CEMENTATION HOMO
<br /> 78 CL
<br /> — 80 2
<br /> 35
<br /> _ 82 - 50
<br /> ' 81 5/85-86 5' POORLY GRADED SAND WITH SILT, 90% SA-SR, FN PRLY GRDD
<br /> $4 - SND, 10% FNS V DNS DRK YLLW BRN NPO WET, N HCL
<br /> 25 SP-SM REACTION M CEMENTATION, HOMO
<br /> 86 _ 25
<br /> 88 — �<v cin
<br /> GREG
<br /> 90 —
<br /> 5023
<br /> 92
<br /> 94 — — OF CALIF
<br />' PAGE 2 OF 2
<br />
|