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ARCHIVED REPORTS XR0001525
Environmental Health - Public
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EHD Program Facility Records by Street Name
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C
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CHARTER
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1313
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3500 - Local Oversight Program
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PR0544237
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ARCHIVED REPORTS XR0001525
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Last modified
3/6/2019 9:39:27 PM
Creation date
3/6/2019 4:54:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001525
RECORD_ID
PR0544237
PE
3528
FACILITY_ID
FA0003765
FACILITY_NAME
AIRPORT SHELL*
STREET_NUMBER
1313
Direction
E
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15137007
CURRENT_STATUS
02
SITE_LOCATION
1313 E CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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WNg
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EHD - Public
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Cambria Environmental Technology, InC BORING/WELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707) 935-4850 <br /> Fax (707) 935-6649 <br /> i� CLIENT NAME Shell Oil Products US BORINGIWELL NAME MW-7 <br /> JOB/SITE NAME Former Shell Service Station DRILLING STARTED 27-Dec-04 <br /> LOCATION 1313 East Charter Way,Stockton`California DRILLING COMPLETED 28-Dec-04 <br /> PROJECT NUMBER 1511 WELL DEVELOPMENT DATE(YIELD) 05-Jan-05(12 5 gallons) <br /> DRILLER GreggDrilling GROUND SURFACE ELEVATION 17 99 ft above msl <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 17 55 ft above msl <br /> BORING DIAMETER 8" SCREENED INTERVAL _ 38 to 53 fbq <br /> LOGGED BY S Lewis DEPTH TO WATER(First Encountered) 47 0 ft(27-Dec-04) Z <br /> REVIEWED BY J Neely,RG 6927 DEPTH TO WATER(Static) 44 2 ft(11-Jan-05) 1 <br /> REMARKS <br /> 0 LU EL <br /> ~ WELL DIAGRAM <br /> JD <br /> O 1 X W� ��0 SOIL DESCRIPTION z= <br /> it U < W 0 (ry 0 W <br /> O <br /> ASPHALT 0 3 <br /> Clavev SILT(ML),light yellowish brown(10YR 414), <br /> moist, 30%clay,65%silt,5%fine to medium sand,low to <br /> medium plasticity <br /> 00 MW-7-6' S @ 5'-yellowish brown(10YR 514) 30%clay 65%silt,5% <br /> tine sand <br /> 00 MW-7- <br /> 10 <br /> 11' <br /> 00 MW-7- 15 @ 15'-30%clay,60%silt 10%fine to coarse sand <br /> 16' <br /> 0 <br /> Portland Type <br /> d IIII <br /> J <br /> W <br /> 00 MW-7- 20 <br /> ❑ 21' <br /> a' <br /> c� <br /> F <br /> ML <br /> 00 MW-7- 25 @ 25'-Sandy Clayey SILT ML),yellowish brown <br /> 26' (10YR 514),30%clay,45%silt,25%fine sand,low <br /> z plasticity <br /> ca <br /> W <br /> z <br /> 0 0 MW-7- 30— @ 30'-light yellowish brown(10YR 414) <br /> 31' <br /> 0. <br /> 0 <br /> O <br /> J <br /> J <br /> J <br /> 35 <br /> Continued Next Page PAGE 1 OF 2 <br />
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