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ARCHIVED REPORTS XR0009019
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0503634
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ARCHIVED REPORTS XR0009019
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Entry Properties
Last modified
5/7/2019 5:04:24 PM
Creation date
5/7/2019 4:44:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009019
RECORD_ID
PR0503634
PE
2950
FACILITY_ID
FA0005914
FACILITY_NAME
VICTOR ROAD SHELL
STREET_NUMBER
880
STREET_NAME
VICTOR
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04905032
CURRENT_STATUS
02
SITE_LOCATION
880 VICTOR RD
P_LOCATION
02
P_DISTRICT
004
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 Equilon Enterpnses LLC dba Shell Oil Products USBORINGIWELL NAME MW-10 <br /> .JOBISITE NAME Former Shell Service Station DRILLING STARTED 09-Jul-03 <br /> LOCATION _880 Victor Road,Lodi DRILLING COMPLETED 09-Jul-03 <br /> PROJECT NUMBER 0955 WELL DEVELOPMENT DATE(YIELD) 01-Aug-03(14 gallons) <br /> DRILLER _Gregg Drilling GROUND SURFACE ELEVATION 54 26 ft above msl <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 53 54 ft above msl <br /> BORING DIAMETER 8" SCREENED INTERVAL 45 to 60 fb <br /> LOGGED BY G Mammini DEPTH TO WATER(First Encountered) 50 0 ft(09-Jut-03)_ V <br /> REVIEWED BY J Neely,RG 6927 DEPTH TO WATER(Static) 517 ft(21-Aug-03) S <br /> REMARKS <br /> U F-L?CL �yF- W Z <br /> oI W N O LITHOLOGIC DESCRIPTION z WELL DIAGRAM <br /> a to '�' o c� 0 o <br /> Silty.SAND(SM),dark brown(10YR 413),moist,25% <br /> silt,75%fine sand <br /> SM <br /> 00 7 MW-10 5 @5'-brown(10YR 513),medium dense <br /> 12 -5. <br /> 2 <br /> s <br /> 7 <br /> e <br /> 00 10 90 <br /> 12 SAND(SP},dark yellowish brown(10YR 414),medium <br /> 00 ,s MW-10 10 dense, moist,5%silt,95%fine to medium sand <br /> ,5 -10' <br /> 00 a @11'-dark yellowish brown(10YR 314),very dense,very <br /> s0 moist,medium sand <br /> 77 <br /> 26 @13'-dense,moist,fine to medium sand <br /> 00 20 MW-10 <br /> 23 -15' —15- <br /> 7 Sp @15'-dark yellowish brown(1DYR 416) <br /> 12 @16'-light olive brown(2 5Y 514),medium dense, 100% <br /> 12 fine to medium sand <br /> ,s @17'-dense <br /> 17 <br /> a <br /> 17 <br /> 20 <br /> 00 'r <br /> 20 <br /> MW-10 @20'-medium dense,fine sand q4 Portland Type <br /> M 1s -20' I/11 YP <br /> 7 <br /> SR 220 <br /> 0 0 ,z Cla a SILT(ML),grayish brown(2 5Y 512),very stiff, <br /> moist, 15%clay,80%silt,5%fine sand,low plasticity <br /> 14 023'-Sandy SILT(ML),5%clay,75%silt,20%fine <br /> 1 sand,no plasticity <br /> a' 0 0 a MW-10 25 <br /> 70 -25' <br /> o s <br /> a' 12 <br /> U. 75 <br /> ,o ML <br /> I @,28'-5%day,80%silt, 15%fine sand <br /> 100 <br /> _ <br /> 00 10 MW-10 30 <br /> 15 -30' <br /> 00 a <br /> 17 @32'-olive gray(5Y 512) 33 0 <br /> c2 <br /> 00 1i SAND[SP},olive{5Y 513),medium dense,moist,5% <br /> 0 17 silt,95%fine sand <br /> J 12 <br /> � 35 <br /> t I <br /> Continued Next Page PAGE i OF <br />
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