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ARCHIVED REPORTS_XR0012476
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_XR0012476
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Entry Properties
Last modified
2/10/2020 10:02:57 PM
Creation date
2/10/2020 4:34:10 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012476
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 BORINGIWELL LOG <br /> 270 Perkins Street <br /> Sonoma, California 95476 <br /> Telephone (707)935-4850 <br /> Fox (707) 935-6649 <br /> CLIENT NAME Equiva Services LLC BORINGlWELL NAME MW-8 <br /> JOBISITE NAME _Shell-branded(Independent)Service Station DRILLING STARTED 08-Nov-00 <br /> LOCATION 420 W Kettleman Lane Lodi DRILLING COMPLETED 08-Nov-00 <br /> PROJECT NUMBER 1346 WELL DEVELOPMENT DATE(YIELD) 12-Mar-01 (70 gallons) <br /> DRILLER GreggDrilling GROUND SURFACE ELEVATION 43 11 ft above ms! <br /> DRILLING METHOD Hollow-stem auger _ TOP OF CASING ELEVATION 42 68 ft above msl <br /> BORING DIAMETER 10" SCREENED INTERVAL 46 to 66 ft bgs <br /> LOGGED BY S Lewis DEPTH TO WATER(First Encountered) 59 0 ft(08-Nov-00) <br /> REVIEWED BY J Neely,RG 6927 DEPTH TO WATER(Static) 56 0 It 16-Mar-01 1 <br /> REMARKS <br /> �U)CL <br /> ~ tom-^' U <br /> O C X w � Q LITHOLOGIC DESCRIPTION z X WELL DIAGRAM <br /> a m0 Q 0 D OQ <br /> rA U UJI <br /> 0 <br /> ASPHALT 03 <br /> SILT (ML) yellowish brown(10YR 516) dry 90%silt, <br /> ML 10%c fine sand <br /> 50 <br /> 15 9 MW -8- 5 Silty SAND (SM) dark yellowish brown(10YR 316), <br /> 9 55, SM very stiff moist 20%silt,70%fine sand 10%coarse <br /> ravel 75 <br /> 4 <br /> 20 ; MW-8-9' SAND, (SP) yellowish brown(10YR 5/8) loose,moist <br /> 10 SP 5%silt,95%fine sand <br /> 115 <br /> 20 ;9 MW-8- SM Silty SAND (SM) yellowish brown(10YR 514) very <br /> 35 14' 15 dense, moist 30%silt 70%fine sand <br /> 165 <br /> 23 2; MW-8- ML Sandy SILT (ML) dark yellowish brown(10YR 414), <br /> 20 19' 20 hard moist 80%silt 20%fine sand <br /> 215 Portland Type <br /> /11 <br /> 20 u MW-8- SM Silty SAND, (SM) strong brown(7 5YR 416) very <br /> 50 24' 25 dense moist,30%silt 70%fine sand <br /> 265 <br /> J <br /> Q <br /> o 35 ,o MW-8- SP SAND (SP) yellowish brown(10YR 518),medium <br /> a 12 29 30dense moist,5%silt 95%fine sand <br /> to <br /> 1D 315 <br /> M <br /> tu <br /> o' 32 .5 MW-8- ML Sandy SILT (ML),yellowish brown(10YR 518) hard, <br /> n. so-3 34' 35 moist 70%silt,30%fine sand <br /> 365 <br /> F <br /> 12 Silty SAND,(SM),yellowish brown(10YR 514) dense <br /> 0 3 7 11 MW 8" SM moist, 30%silt,70%fine sand <br /> W-40- <br /> 415 <br /> 0 <br /> 41 5 <br /> a <br /> 0 4 0 14 MW-8- Sandy Silt, (ML),yellowish brown (10YR 514),very stiff, Bentonite Sea] <br /> J25 <br /> 3 '" 45 <br /> Continued Next Page PAGE 4 OF 2 <br />
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