|
' ASSOCIATES INC.
<br /> 1260 Gr#ics yK blisto,Ga fila,95351 LOG OF 8 0 R I N G S B 1
<br /> PROJECT INLAND PAINT COMPANY LOCATION 117 WEST HARDING WAY, STOCKTON, CA PROJECT NO. 17295.0001
<br /> DATE DRILLED 01106/98 LOGGED BY TOM LUTTERMAN REVIEWED BY JEANNE HOMSEY C47410
<br /> DRILLING COMPANY VacW DRILLING, DRILLER FRANK RAMIRE,Z— METHOD HOLLOW STEIN AUGER
<br /> i BORE HOLE DIAMETER a IN DEPTH DRILLED 40 FT DEPTH TO WATER ; INITIAL 40 FT STATIC FT
<br /> ' CASING TYPE NA T� DIAMETER IN SCHEDULE INTERVAL ET TO FT
<br /> SCREEN TYPE _NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO - FT
<br /> FILTERPACK TYPE NA _ _ _. INTERVAL FT TO — FT_
<br /> SURFACE SEAL TYPE _NEAT CEMENT INTERVAL 0 FT TO - 40, FT
<br /> ' COMMENTS:_S ROWNDWA ER GRAB SAMPLE COLLECTED VIA HYDRQPUNCH TOOL PAGE 1 OF
<br /> WELL DEPTH PID SAMPLE 10 LITHOLOGIC DESCRIPTION
<br /> DETAIL FT. PPM BLOWCOUNT LOG
<br /> 1
<br /> 2
<br /> 0-6- ORGANIC SOIL (OL—OH): <30% FINE, POORLY GRADED SAND; >70X FINES
<br /> OL/OH LOW TGHNESS, DUSKY BROWN, MODERATE—STRONG PRODUCT ODOR,
<br /> 4 MOIST—WET, WEAK CEMENTATION, ORGANICS PRESENT, HOMOGENOUS, PEAT
<br /> IP—SBI--5.5'
<br /> 667 2
<br /> ' 6 4
<br /> 12
<br /> CL 6-6.5/10 LEAN CLAY (CL): <16% FINE, POORLY GRADED SAND; >85% FINES,
<br /> MEDIUM—HIGH DRY STRENGTH, NONE—SLOW DILATANCY, LOW—MEDIUM
<br /> 8 TGHNESS, MEDIUM PLASTICITY, DARK YELLOW BROWN, MEOIUM—STRONG
<br /> PRODUCT ODOR, MOIST, WEAK CEMENTATION, NO ORGANICS, HOMOGENOUS
<br /> ' 10
<br /> IP—SBI-10.5'
<br /> 632 12
<br /> 28 ML
<br /> 6.5/10-11.5/15 SILT WITH SAND (ML): 15% FINE, POORLY GRADED SAND; B5% FINES,
<br /> 50
<br /> ' LOW DRY STRENGTH; SLOW DILATANCY, LOW TGHNSS; LOW PLASTICITY,
<br /> 12 DARK YELLOW BROWN, STRONG PRODUCT ODOR, DRY—MOIST,
<br /> WEAK CEMENTATION, HOMOGENOUS, NO ORGANICS
<br /> —14-
<br /> 10
<br /> 410
<br /> 1B 386 20
<br /> 35
<br /> 18 MH
<br /> ' 11.5/15-21.5/25 ELASTIC SILT (MH): <15X FINE SAND; >85X FINES, LOW—MEDIUM DRY
<br /> 20 10 STRENGTH, NONE—SLOW DILATANCY, LOW TGHNESS, LOW—MEDIUM
<br /> 337 18 PLASTICITY, MODERATE YELLOW BROWN, MODERATE PRODUCT ODOR,
<br /> 35 MOIST, WEAK CEMENTATION, NO ORGANICS, LENSED
<br /> 22-
<br /> 24
<br /> 32
<br /> 26 348 50
<br /> 1 za CL
<br /> 21.5/25-31.5/35 LEAN CLAY WITH SAND (CL): >ISX FINE, POORLY GRADED SAND;
<br /> >85X FINES, MEDIUM DRY STRENGTH, NONE—SLOW OILATANCY,
<br /> LOW—MEDIUM TGHNESS, MEDIUM PLASTICITY, MODERATE YELLOW
<br /> 30 12 BROWN/PALE YELLOW BROWN, MODERATE PRODUCT ODOR, MOIST,
<br /> 23 WEAK CEMENTATION, NO ORGANICS, HOMOGENOUS
<br /> 137 26
<br /> 32
<br /> 34—
<br /> IP—SBI—35.5'
<br /> 1� 9
<br /> 36 10 35 MHMH
<br /> 31.5/35-36.5/40 ELASTIC SILT WITH SAND (MH): >15% FINE TO MEDIUM, POORLY
<br /> GRADED SAND; <85X FINES. LOW—MEDIUM DRY STRENGTH, NONE TO
<br /> SLOW DILATANCY, LOW TGHNESS. MODERATE YELLOW BROWN,
<br /> 38SLIGHT PRODUCT ODOR, MOIST, WEAK CEMENTATION, NO ORGANICS,
<br /> ' 17 HOMOGENOUS
<br /> CL
<br /> 40
<br />
|