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ARCHIVED REPORTS XR0011902
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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ELEVENTH
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7675
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3500 - Local Oversight Program
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PR0544802
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ARCHIVED REPORTS XR0011902
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Last modified
11/19/2024 10:19:09 AM
Creation date
9/4/2019 11:54:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011902
RECORD_ID
PR0544802
PE
3528
FACILITY_ID
FA0005153
FACILITY_NAME
FAYETTE MANUFACTURING CORP
STREET_NUMBER
7675
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
25014012
CURRENT_STATUS
02
SITE_LOCATION
7675 W ELEVENTH ST
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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I <br /> r DATE DRILLED 07/18/95 LOGGED BY; WILLIAM MADISON REVIEWED BY JEANNE HOUSEY CE NO. 47110 <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER -808 DUVALL METHOD HOLLOW STEM AUGER <br /> r <br /> BORE HOLE DIAMETER al IN DEPTH DRILLED 25 FT DEPTH TO WATER INITIAL 8.8 FT STATIC 7•ao cT <br /> CASING TYPE PVC DIAMETER 2' IN SCHEDULE 40 INTERVAL 4 INCH TO 5 FT <br /> SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 0.010 IN INTERVAL 5 FT TO 25 FT <br /> FILTER PACK TYPE #7/12 SANO INTERVAL 4 FT TO 25 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0.5 FT TO 4 FT <br /> COMMENTS: I PAGE I OF l <br /> WELL DEPTH P.I.D. Ara I S.UC. <br /> DETAIL FT. pm BLOWCOUNT I LOG DESCRIPTION <br /> CONCRETE <br /> r 2 SANDY SILTY CLAY (CL); 85-90- FINES; 10-157 F—M SAND; OLIVE <br /> GRAY 5Y 4/1 MOTTLED BLUE GREEN; MOIST; LOW—MEO. PLASTICITY: <br /> STIFF; NO ORGANICS; STRONG GASOLINE ODOR AT 5'-6.5' <br /> 4 <br /> S <br /> 6 318 I 82-6.0 8 <br /> CL <br /> ORGANICS; STRONG GASOLINE ODOR AT 7.5'-9' <br /> — 8 <br /> 197 � 4 <br /> — r <br /> —10- <br /> 2 <br /> 2 SAND INCREASES TO 15-20%. WET: STRONG GASOLINE ODOR AT 10' <br /> 54 a 2 <br /> _12— <br /> r7 <br /> 12r SW SAND (SW); 957. F—M WELL GRADED SAND; 57. FINES; DARK OLIVE <br /> 14 i BROWN; WET; MED. DENSE; NO ORGANICS; NO ODOR <br /> II <br /> 16 7 <br /> w. 2b i 7� <br /> 18 <br /> Lir — 1 <br /> 20 4 SW/SP SAND (SW/SP); 80-85%. COARSE SAND; 15-207 FINE SUBANGULAR <br /> I 7, GRAVEL. NO FINES; DARK GREENISH GRAY; WET; NO ORGANICS; <br /> = S NO ODOR <br /> _22— <br /> SANDY <br /> 2SANDY SILTY CLAY (CL); 857 FINES; 15% FINE SAND; DARK OLIVE <br /> 24 I CL BROWN; MOIST; MED. PLASTICITY; STIFF; NO ORGANICS; NO ODOR <br /> — 4 <br /> _ I 7 . <br /> 8 <br /> 26 t.t 62-25.5 <br /> 'I <br /> 28 3� <br /> j. <br /> 32 �i STATIC WATER—LEVEL <br /> _34— <br /> GROUNDWATER <br /> 4GROUNDWATER LEVEL IN BORING AT TIME OF DRILLING <br /> 36 <br /> �r 38 ii <br /> LOG OF BORING MW-2 <br /> + <br /> smmryl ,,H <br /> PROJECT NO. 95-122 <br /> ' arw-aru ifo.caorxs Casa��nw <br /> C <br /> I <br /> i+ <br />
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