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SITE INFORMATION AND CORRESPONDENCE
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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BENJAMIN HOLT
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2900 - Site Mitigation Program
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PR0530063
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
2/6/2019 3:55:34 PM
Creation date
2/6/2019 3:42:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0530063
PE
2957
FACILITY_ID
FA0019769
FACILITY_NAME
FORMER SHELL GAS STATION
STREET_NUMBER
3011
Direction
W
STREET_NAME
BENJAMIN HOLT
STREET_TYPE
DR
City
STOCKTON
Zip
95219
APN
10018010
CURRENT_STATUS
01
SITE_LOCATION
3011 W BENJAMIN HOLT DR
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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CambriaEnvironmeni hnology,Inc. • BORINGMIELL LOG <br /> 4 270 Perkins Street <br /> Sonoma,California 95 <br /> Telephone: (707)935.4850 <br /> Fax: (707) 935-6649 <br /> CLIENT NAME Eguilon Enterprises LLC dba Shell Oil Products USBORINGIWELL NAME MW-10 <br /> JOB/SITE NAME Shell-branded Service Station DRILLING STARTED 15-Oct-03 <br /> LOCATION 3011 Benjamin Holt Drive Stockton California DRILLING COMPLETED 15-Oct-03 <br /> PROJECT NUMBER 1015 WELL DEVELOPMENT DATE(YIELD) 27-Oct-03(11.91) <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION 3.05 ft above msl <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 2.47 ft above msl <br /> BORING DIAMETER 8" SCREENED INTERVAL 8 to 23 fbg <br /> LOGGED BY S.Lewis DEPTH TO WATER(First Encountered) 15.0 It <br /> (15-Oct-03) S <br /> REVIEWED BY J Neely RG 6927 DEPTH TO WATER(Static) 11.9 It(26-Nov-03) 1 <br /> REMARKS <br /> U U£ <br /> a O Z a W a g G a¢,o LITHOLOGIC DESCRIPTION Z r WELL DIAGRAM <br /> 0 H Q xx u1u N KJ 0W <br /> d M0 Q W 7 0 Up <br /> V) <br /> T'lF- <br /> Clayey <br /> lty SAND(SM);light yellowish brown(2.5Y 613); <br /> oist;20%silt,80%fine to medium sand. <br /> SM <br /> 3.0 <br /> SILT(ML);dark gray(2.5Y 4/1);moist;20% Portland Type <br /> ML clay,80%silt;low plasticity. I/II <br /> 4'-gray(2.5Y 6/1). 5.0 <br /> 0 5 Silty SAND(SM);gray(2.5Y 611);moist;25%silt,75% <br /> medium sand. Bentonite Seal <br /> SM <br /> 8.0 Monterey <br /> Sand#2112 <br /> 0 10 Sandy SILT(ML);gray(2.5Y 611);5%clay,65%silt, <br /> 30%fine sand. <br /> ML <br /> 0 MW-10 15 @ 15'-moist to wet;5%clay,70%silt,25%fine sand. 2"-diam., <br /> -16 0.020"Slotted <br /> Schedule 40 <br /> 18.0 PVC <br /> 0 <br /> 20— SM Silty SAND ISM);light brownish gray(2.5Y 612);wet; <br /> 35%silt,65%fine sand. <br /> 23.0 <br /> c. 0 MW-10 SW SANDS ;light brownish gray(2.5Y 612);wet;100% <br /> t5 -25 fine to coarse sand. 25.0 <br /> 'a 25 Bottom of <br /> o Boring @ 25 it <br /> 'a <br /> VJ <br /> [O <br /> Z <br /> 1 <br /> m <br /> N <br /> O <br /> d <br /> O <br /> J <br /> PAGE r O / <br />
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