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3500 - Local Oversight Program
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PR0545859
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Entry Properties
Last modified
6/3/2020 5:14:41 PM
Creation date
8/15/2019 11:31:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545859
PE
3528
FACILITY_ID
FA0003831
FACILITY_NAME
WATERLOO FOODMART
STREET_NUMBER
4315
Direction
E
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95215-2305
APN
08710034
CURRENT_STATUS
02
SITE_LOCATION
4315 E WATERLOO RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Cones <br /> rs <br /> 19449 Riverside <br /> sote23 BORINGMELL LOG <br /> 19449 Riverside DriowSuite 230 `,/ <br /> Sonoma, CA 95476 <br /> Telephone: 707-935-4850 <br /> Fax: 707-935-6649 <br /> CLIENT NAME Shell Oil Products US BORINGIWELL NAME MW-7 <br /> JOB/SITE NAME Independent Shell-branded Service Station DRILLING STARTED 15-Dec-05 <br /> LOCATION 4315WaterlooRoad Stockton California DRILLING COMPLETED 15-Dec-05 <br /> PROJECT NUMBER 241359 WELL DEVELOPMENT DATE(YIELD)_ 22-Dec-05(42 gallons) <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION NA <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 32.48 ft above msl <br /> BORING DIAMETER 10-inch SCREENED INTERVAL 90 to 95 fbq <br /> LOGGED BY Stu Dalie DEPTH TO WATER(First Encountered) 67.0 ft(15-Dec-05) <br /> REVIEWED BY Aubrey Cool,PG 7659 DEPTH TO WATER(Static) 66.23 It(29-Dec-05) 1 <br /> REMARKS Hand Auger Clearance to 5 fbq <br /> U) F- U <br /> CL F-- W z <br /> CL O Z a o o' U a.6 SOIL DESCRIPTION N x <br /> o m=O X W! V1 O WELL DIAGRAM <br /> z a. <br /> a U W C9 v <br /> 0 <br /> CONCR <br /> ` CONCRETE <br /> 1.0 <br /> CLAY with Gravel(CL);Black;very stiff-,;dry;70%clay, <br /> 15%silt,15%fine gravel;medium plasticity. <br /> e CL <br /> 0 19 5 CLAY(CL);Black;very stiff;dry;85%clay,15%silt; <br /> medium plasticity. <br /> — -------------------------- 7.5 <br /> 10 <br /> 0 12 12 SILT 10 SILT with Sand(ML);Brown;very stiff;dry;85%silt, <br /> 15% fine sand;no plasticity. <br /> ML <br /> 13m <br /> 0 u 15 <br /> 1e <br /> J <br /> Q <br /> W17.5 <br /> o -- - -------------------------- <br /> 'a <br /> C7 <br /> Z9 s <br /> 0 28 nnw-r-2o 20 SM Silty SAND(SM);Dark brown;hard;dry;20%silt,80% <br /> o fine sand. <br /> 'o <br /> o :. 22.5 <br /> --------------------------- <br /> 3 <br /> 0 1e 25 Sandy SILT(ML);Dark brown;hard;dry;55%silt,45% <br /> o fine sand. <br /> U <br /> ML <br /> J <br /> N <br /> 17 <br /> 0 0 t5 30 <br /> Z 1s <br /> 0 <br /> o -- -------------------------- <br /> 32.5 <br /> a <br /> O <br /> � 14 <br /> k35 <br /> Continued Next Page PAGE i OF 3 <br />
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