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ARCHIVED REPORTS XR0003361
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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C
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COUNTRY CLUB
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2725
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3500 - Local Oversight Program
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PR0544596
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ARCHIVED REPORTS XR0003361
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Entry Properties
Last modified
6/24/2019 3:01:24 PM
Creation date
6/24/2019 1:27:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003361
RECORD_ID
PR0544596
PE
3528
FACILITY_ID
FA0002064
FACILITY_NAME
7-ELEVEN INC. STORE #14117
STREET_NUMBER
2725
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
CURRENT_STATUS
02
SITE_LOCATION
2725 COUNTRY CLUB BLVD
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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Drilling Log <br /> nAMDANIEL GTI Soil Boring 4SGP--4 <br /> •Project Southland-Stockton Owner The Southland Corporation See Site Map <br /> 2725 Country Club Blvd, Stockton. CA For Boring Locatk� <br /> Location Prom No. IOG129 <br /> Surface Elev. - - ft Total Mole Depth 20 ft Diameter 2"o) COMMENTS <br /> Top of Casing - - ft Water Level Initial 12-14 ft Static ft. <br /> screen:Dia NA in Length NA ft Type/Size NA In <br /> Casing:Dia NA in Length NA ft _ Type NA <br /> Fill Material Neat Cement Rig/Core .Geaprobe/Continuous core <br /> OM Co, Vironex Method Direct Push <br /> Driller Mike Martin Log By Bob Butler Date 0962198 Permit 1p <br /> Checked 8y Ed Simons License No. RG14422 <br /> Qw (3 CL <br /> 4U o a a� Description <br /> a E x �� 0 (Color. Texture. Structure) <br /> m m n Trace < 10%. little f0% to 20%. Some 20% to 3&%. And 35X to 50% <br /> � m x <br /> —2 <br /> 3" asphalt over base -- Course sandy, gravel <br /> Gw <br /> 2 CL Silty, CLAY (20,80) Dark gray, moist, plastic, soft, no hydrocarbon odor <br /> 4 9 oss@-4@4 Grades- Light brown, moderately stiff, root cast <Imm <br /> CL <br /> 10 OW-4@$ Clay light brown to gray, moist, plastic, soft to moderately stiff, no <br /> hydrocarbon odor <br /> 8 4 0W-4@e- Cl. Grades Silty CLAY (30,70) <br /> 8' to 20' not sampled <br /> �0 <br /> 12 - <br /> 14 - <br /> 16 <br /> 2)41s <br /> 18 <br /> 2Q End of boring at 20' BGS <br /> 22 - <br /> 2 <br /> 2 <br /> 24 <br /> roroa�tess uudoa-.hme ss Page: I of I <br />
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