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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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r <br /> Conestoga-Rovers s sociates BORING/WELL LOG <br /> 19449 Riverside uite 230 .tet <br /> Sonoma, Californiais 954 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 /> n m O ~ W u)O SOIL DESCRIPTION WELL DIAGRAM <br /> a v ❑ ❑ c7 v W <br /> PHAL ASPHALT 0.5 <br /> SILT(ML);dark yellowish brown(10YR 3/4);dry;5% <br /> clay,95%silt <br /> ML <br /> 5.0 <br /> 2.2 c Mw-9.5 5 SILT(ML);brown(7.5YR 4/3);dry; 10%clay 90%silt <br /> is <br /> ML <br /> 10.0 <br /> i; 1.4 12 MW-9-1010 SILT with Sand IML);brown(7.5YR 4/3);dry 10%clay, <br /> o <br /> +� 70%silt,20%very fine sand <br /> 0 <br /> c� <br /> a <br /> w <br /> 0 <br /> o. tz0-15— ML <br /> Z 0.7 72 MW9-15 <br /> �- 14 <br /> m <br /> P <br /> r <br /> LL <br /> 18 MW-9.20 20 20.0 <br /> Silty SAND(SMI;brown(7.5YR 4!3);moist;30%silt <br /> 13 70%fine to coarse sand <br /> I, <br /> u, <br /> U <br /> W <br /> h <br /> 1a MW.9-25 25 SM <br /> to <br /> 0 <br /> z <br /> 0 <br /> 0 <br /> a <br /> O <br /> J <br /> L301].. 30.0 Portland Type fill <br /> Continued Next Page PAGE 1 OF 3 <br />
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