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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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Conestoga-Rover, kssociates BORING/WELL LOG <br /> 19449 Riverside D�Ive, Suite 230 <br /> C�vl) Sonoma,CA 95476 <br /> Telephone: 707-935-4850 <br /> Fax: 707-935-6649 <br /> CLIENT NAME Shell Oil Products US BORINGIWELL NAME MW-6 <br /> JOBISITE NAME Independent Shell-branded Service Station DRILLING STARTED 14-Dec-05 <br /> LOCATION 4315 Waterloo Road,Stockton,California DRILLING COMPLETED 14-Dec-05 <br /> PROJECT NUMBER 241359 WELL DEVELOPMENT DATE(YIELD) 22-Dec-05(60 gallons) <br /> DRILLER Greaa Drilling GROUND SURFACE ELEVATION NA <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 32.51 It above msl <br /> BORING DIAMETER 10-inch SCREENED INTERVAL 60 to 75 fba <br /> LOGGED BY Stu Delia DEPTH TO WATER(First Encountered) 67.0 It(14-Dec-05) Q <br /> REVIEWED:iY__ Aubrev Cool,PG 7659 DEPTH TO WATER(Static) 66.25 ft(29-Dec-05) Y <br /> REMARKS Hand Auger Clearance to 5 fbq <br /> E ?y W ui u? = U se <br /> CL <br /> a X�X w ' 0 n.J SOIL DESCRIPTION Ia-==v WELL DIAGRAM <br /> d m0 W UW <br /> D <br /> C NCREy;...'� =' CONCRETE <br /> :i:' <br /> 1.0 <br /> Silty SAND with Gravel (SM);Dark yellowish brown; <br /> loose;dry;30%silt,50%medium sand,20%fine gravel. <br /> SM < <br /> 4 4.5 <br /> 0 ; 5 SILT(ML);Dark brown;stiff;dry;35%clay,65%sift;low <br /> s plasticity. <br /> e <br /> e 10 <br /> 0 +o SILT(ML);Brown;very stiff;dry;100%sift;no plasticity. <br /> ML <br /> 0 <br /> 0 <br /> LL <br /> W + <br /> 2 15 <br /> 0 z SILT with Sand (ML);Brown;very stiff;dry,85%sift, <br /> 150A fine sand;no plasticity. <br /> — -------------------------- 17.5 <br /> 6 <br /> o_ <br /> C <br /> Uj0 <br /> K 9 <br /> 20 SM <br /> 3 0 <br /> MW-8-20 Silty SAND (SM);Brown;very stiff;dry;45%silt,55% <br /> fine sand. <br /> a <br /> z <br /> 0 <br /> � -------------------------- 22.5 <br /> 0 <br /> LU <br /> e <br /> N 0 e 25 <br /> e PooHv Graded SAND (SP);Brown;medium dense;dry; <br /> SP 100%medium to coarse sand. <br /> 0 <br /> 0 <br /> a <br /> 0 Portland Type VII <br /> � 9 <br /> 30- <br /> 30 <br /> Continued Next Page PAGE + OF 3 <br />
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