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ARCHIVED REPORTS_XR0003930
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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MORELAND
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3500 - Local Oversight Program
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PR0545583
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ARCHIVED REPORTS_XR0003930
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Last modified
9/14/2020 1:41:26 AM
Creation date
3/19/2020 2:14:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003930
RECORD_ID
PR0545583
PE
3528
FACILITY_ID
FA0003732
FACILITY_NAME
99 SHELL*
STREET_NUMBER
7700
STREET_NAME
MORELAND
STREET_TYPE
ST
City
STOCKTON
Zip
95212
APN
13003010
CURRENT_STATUS
02
SITE_LOCATION
7700 MORELAND ST
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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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 /> CLIENT NAME Shell Oil Products US BORINGIWELL NAME MW-8 <br /> JOBISITE NAME Shell-branded Service Station DRILLING STARTED —03-May-04 <br /> LOCATION 7700 Moreland Street,Stockton _ DRILLING COMPLETED 03-Ma -04 <br /> PROJECT NUMBER 0953 WELL DEVELOPMENT DATE(YIELD) _04-Jun-04(25-gallons)- <br /> DRILLER <br /> 25gallons)DRILLER Gregg Drilling GROUND SURFACE ELEVATION 31 11 ft above msl- _ <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 30 72 ft above msl <br /> BORING DIAMETER 10" SCREENED INTERVAL 55 to 70 tb <br /> LOGGED BY G Mammrnr DEPTH TO WATER(First Encountered)- 63 5 ft(03-May-04) Q <br /> REVIEWED BY A Cool, RG 7659 - — DEPTH TO WATER(Static) _66 0 ft(15-Jun-04) 1 <br /> REMARKS <br /> O U rn <br /> OL O a LU a U a O LITHOLOGIC DESCRIPTION WELL DIAGRAM <br /> m0 g X w.. za <br /> a v < w ❑ cs �� <br /> ASPHALT 10 <br /> ClayeV SILT(ML),very dark gray(10YR 311),moist, <br /> 20%clay 75%silt,5%fine sand,medium plasticity <br /> 00 4 MW-B- 5 @5'-very dark grayish brown(10YR 312),very stiff,15% <br /> 12 5 5' clay,80%silt,5%fine sand,low plasticity <br /> 00 16 MW-8-9' <br /> 73 @9'-Sandy SILT(ML),dark yetlowish brown(10YR <br /> 10 314),hard,moist,5%clay,75%salt,20%fine sand,no <br /> plasticity <br /> ML <br /> 00 18 MW-8 <br /> 27 14' <br /> 15 <br /> u <br /> 00 � MW-8- <br /> @19'-5%clay,65%silt,30%fine sand <br /> 20- <br /> 220 <br /> 0220 <br /> 0 <br /> os <br /> 0 D 14 M248- Silty SAND(SM),dark yellowish brown(10YR 416), <br /> a 25 medium dense,moist,5%clay,35%sill,60%fine sand <br /> LU Portland Type <br /> y 1!I I <br /> SM <br /> 0 <br /> 00 9 MW-8 <br /> 14 29' <br /> m <br /> 30 <br /> — <br /> LU <br /> 320 <br /> 0 <br /> a <br /> � B <br /> 00 ,e M a- <br /> SAND(SP ,brown(10YR 413),dense moist,5%silt, <br /> 135-1 <br /> Continued Next Page PAGE 1 OF 2 <br />
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