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EHD Program Facility Records by Street Name
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WATERLOO
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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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Conestoga-Rovers&,_,ociates BORING/WELL LOG <br /> 19449 Riverside Drive Suite 230 <br /> Sonoma,California 95476 <br /> Telephone: 707-935-4850 <br /> Fax: 707-935-6649 <br /> CLIENT NAME Shell Oil Products US BORINGIWELL NAME MW-9 <br /> JOB/SITE NAME Independent Shell-branded Service Station DRILLING STARTED 30-Jun-09 <br /> LOCATION 4315 Waterloo Road,Stockton,California DRILLING COMPLETED 08-Jul-09 <br /> PROJECT NUMBER 241359 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER Woodward Drilling Company,Inc. GROUND SURFACE ELEVATION NA <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION NA <br /> BORING DIAMETER 10-inch SCREENED INTERVAL 63 to 78 fbq <br /> LOGGED BY S.Phillips DEPTH TO WATER(First Encountered) 75.0 ft(08-Jul-09) <br /> REVIEWED BY DEPTH TO WATER(Static) NA 1 <br /> REMARKS <br /> fn H V ~ M <br /> O= a H a- °-o SOIL DESCRIPTION ? WELL DIAGRAM <br /> a m0 < W p OQ <br /> SPHAL ASPHALT 0.5 <br /> SILT(ML);dark yellowish brown(10YR 314);dry;5% <br /> clay,95%silt <br /> ML <br /> 5.0 <br /> 2.2 g MW-9-5 5 SILT(ML);brown(7.5YR 4/3);dry;10%clay 90%silt <br /> +s <br /> ML <br /> 10.0 <br /> 0 1.4 ie MW -9-10 1 D SILT with Sand(ML);brown(7.5YR 4/3);dry 10%clay, <br /> id 7e 70%silt,20%very fine sand <br /> o <br /> 0 <br /> c� <br /> Q <br /> W <br /> O <br /> a' <br /> � +z <br /> Mw-9-15 15 ML <br /> z 0.7 u <br /> 14 <br /> m <br /> P <br /> 1 <br /> LL <br /> 20.0 <br /> Mw-s 20 20 Silty SAND(SM);brown(7.5YR 4/3);moist;30%silt <br /> 13 70%fine to coarse sand <br /> �a <br /> U <br /> Ld <br /> W <br /> N <br /> Ig MW-9-25 25 SM - <br /> < +e <br /> 0 <br /> z <br /> 0 <br /> m <br /> 0 <br /> a <br /> 0 <br /> O <br /> J <br /> 30 30.0 Portland Type 1/11 <br /> Continued Next Page PAGE 1 OF 3 <br />
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