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ARCHIVED REPORTS_XR0012474
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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KETTLEMAN
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3500 - Local Oversight Program
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PR0545336
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ARCHIVED REPORTS_XR0012474
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Entry Properties
Last modified
2/10/2020 8:10:04 PM
Creation date
2/10/2020 4:31:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012474
RECORD_ID
PR0545336
PE
3528
FACILITY_ID
FA0003776
FACILITY_NAME
KWIK SERV LODI BW 113*
STREET_NUMBER
420
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06202042
CURRENT_STATUS
02
SITE_LOCATION
420 W KETTLEMAN LN
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 Eguiva Services LLC BORINGIWELL NAME MW-6 <br /> JOBISITE NAME Shell-branded(Independent)Service Station DRILLING STARTED 09-Nov-00 <br /> LOCATION 420 W _K_ettle_man Lane, Lodi DRILLING COMPLETED 09-Nov-00 <br /> PROJECT NUMBER 1346 WELL DEVELOPMENT DATE(YIELD) 27-Nov-00(35 gallons) <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION 43 03 ft above msl <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 42 54 ftabove msl <br /> BORING DIAMETER 10" SCREENED INTERVAL _ 45 to 65 ft bgs <br /> LOGGED BY S Lewis DEPTH TO WATER(First Encounterod) 57 5 ft(09-Nov-O0 <br /> REVIEWED BY J Neely, RG 6927 DEPTH TO WATER(Static) 57 1 ft(30-Nov-00) 1 <br /> REMARKS <br /> N <br /> CL z <br /> O a w a U a-O LITHOLOGIC DESCRIPTION WELL DIAGRAM <br /> Q m0 ¢ w D �J Oa <br /> (nU LU <br /> ASPHALT 03 <br /> SILT (ML) dark yellowish brown(10YR 414) moist <br /> ML 90%silt 10%fine sand <br /> 30 <br /> Silty SAND (SM) yellowish brown(10YR 5/6) moist <br /> SM 30%silt,70%fine sand 50 <br /> 0 8 „ MW-6-6 5 SAND (SP) dark brown(10YR 3/3) medium dense 55 <br /> 20 moist to wet 5%silt 95%fine sand <br /> SILT (ML) yellowish brown(10YR 5/6) very stiff <br /> moist, 90%silt, 10%medium sand <br /> 04 36 MW-6-9' @ 8 5 -pale yellow(2 5Y 8/2) hard 95%silt 5%fine <br /> 45 10 sand <br /> 08 22 W-6- ML <br /> 30 14' 15 <br /> 0 4 s0534 MW 6- @ 18 5'-dark yellowish brown(10YR 4/4) 90%silt, 10% <br /> fine sand <br /> 19 <br /> 20- <br /> 215 <br /> 0215 Portland Type <br /> IIII <br /> fl 13 26 MW-6 Silty SAND (SM) dark yellowish brown(10YR 416) <br /> 30 24' 25 very dense moist 30%silt 70%fine sand <br /> 0 <br /> SM <br /> J <br /> 0 13 43 MW-6 <br /> a 40 29' 30 <br /> c0 <br /> U) 315 <br /> L) <br /> U <br /> LU <br /> 0 18 as MW-6- SAND (SP) yellowish brown (10YR 5/6) verydense <br /> 50 3 34' 35 moist 5%silt,95%fine sand <br /> z <br /> c� <br /> 7SP <br /> 1 8 ;s MW-6- @ 38 5'-dense <br /> 25 39 40 <br /> Bentonite Seal <br /> 0 <br /> 0 440 <br /> 33 2aMW-6- Monterey <br /> W 30 45 SILT (ML) dark yellowish brown (10YR 4/6), hard <br /> 3 <br /> Continued Next Page PAGE r of 2 <br />
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