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ARCHIVED REPORTS_FEASIBILITY STUDY AND CORRECTIVE ACTION PLAN
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0009241
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ARCHIVED REPORTS_FEASIBILITY STUDY AND CORRECTIVE ACTION PLAN
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Last modified
3/30/2020 2:09:11 PM
Creation date
3/30/2020 1:49:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
FEASIBILITY STUDY AND CORRECTIVE ACTION PLAN
RECORD_ID
PR0009241
PE
2960
FACILITY_ID
FA0004015
FACILITY_NAME
SHELL OIL (STOCKTON PLANT)
STREET_NUMBER
3515
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16203002
CURRENT_STATUS
01
SITE_LOCATION
3515 NAVY DR
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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LOCATION MAP PACIFIC ENVIRONMENTAL GROUP, INC. I WELL NO. DW-2 <br /> PAGE 2 OF 2 <br /> PROJECT NO. 305-135.1D CLIENT: <br /> LOGGED BY: DATE DRILLED: <br /> See Page One DRILLER: LOCATION: <br /> g DRILLING METHOD: HOLE DIAMETER: <br /> SAMPLING METHOD: HOLE DEPTH: <br /> CASING TYPE: WELL DIAMETER: <br /> SLOT SIZE: WELL DEPTH: <br /> GRAVEL PACK: CASING STICKUP: <br /> Z <br /> O > <br /> Q Z Q w U a <br /> _ ' LITHOLOGY / REMARKS <br /> COMPLETION W = i j> � ' a ~ <br /> Op Zo uiiW 0 � J <br /> � U d am LL aN L7 co <br /> U <br /> SP SAND: dark gray; 10% fines; 60% fine sand; 30% <br /> Wt 0 42 46 medium sand; micaceous; occasional horizontal <br /> laminations; dense; no product odor. <br /> 48 <br /> 0 <br /> m <br /> (3 Mst- 50 <br /> Wt 0 34 CL CLAY: grayish green; low plasticity; 90% clay; 10% <br /> 52 fine sand; micaceous; very stiff; no product odor. <br /> 54 SM SILTY SAND: clayey; dark gray; 40%fines; 60%fine <br /> Wt 0 19 sand; micaceous; medium dense; no product odor. <br /> 56 <br /> 0 <br /> Z <br /> Lu 58 <br /> 0 Wt 0 36 60 CL CLAY: grayish green; low to moderate plasticity; 95% <br /> ui B2 fines; 5% fine sand; micaceous; 1/4" dark brown <br /> horizontal laminations common; hydrogen sulfide odor; <br /> 64 very stiff; no product odor. <br /> 66 BOTTOM OF BORING AT 61.5 <br /> 68--- <br /> 70 --- <br /> 72--- <br /> 74--- <br /> 76--- <br /> 78 --- <br /> 80--- <br /> 82--- <br /> 84--- <br /> 86 <br /> 88 <br />
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