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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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SJGOV\sballwahn
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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 /> Fax (707) 935-6649 <br /> •CLIENT NAME Equiva Services LLC BORINGIWELL NAME SB-6 <br /> JOBISITE NAME Shell-branded Inde endent Service Station DRILLING STARTED 13-Apr-01 <br /> LOCATION 420 W Kettleman Lane, Lodi DRILLING COMPLETED 13-Apr-01 <br /> PROJECT NUMBER 1346 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION Not Surveyed <br /> DRILLING METHOD Hollow-stem auger. TOP OF CASING ELEVATION Not Surveyed <br /> BORING DIAMETER 8" SCREENED INTERVAL NA <br /> LOGGED BY G Mammini DEPTH TO WATER(First Encountered) NA Q <br /> REVIEWED BY J Neely, RG 6927 DEPTH TO WATER(Static) NA 1 <br /> REMARKS <br /> f- L) U <br /> Oa Lu z w LITHOLOGIC DESCRIPTION Z z WELL DIAGRAM <br /> m0 ¢ w o OF- <br /> CL � UW <br /> O <br /> ° CONCRETE 05 <br /> Sandy SILT (ML) dark yellowish brown(1OYR 416), <br /> moist 5%clay 70%silt 25%fine sand no plasticity <br /> ML <br /> 00 IS SB-6-5 5 @5'-olive brown(2 5Y 414) hard medium to coarse sand <br /> 35 70 <br /> 00 14 SB-6-9 5' SP SAND, (SP) light yellowish brown(2 5Y 6/2) moist 5% 90 <br /> 2ssit 95%fine to medium sand <br /> 10 SM Silty SAND, (SM),dark grayish brown(2 5Y 4/2) <br /> dense moist 20%silt, 80%fine sand 11 5 <br /> 00 <br /> z5 Sq Sandy SILT, (ML) olive(5Y 4/3) hard, moist 5%clay, <br /> 15 80%silt 15%fine sand no plasticity <br /> ML <br /> 28 <br /> 00 50;9 -5. 20 @19'-dark yellowish brown(10YR 314) <br /> Portland Type <br /> 21 5 1/11 <br /> 40 <br /> 00 sa: 24 5 Silty SAND (SM) dark yellowish brown(10YR 414) <br /> 25 SM very dense moist 25%silt 75%medium sand <br /> 0 <br /> J <br /> d <br /> 0 0 0 sow SB 6 @28 5'-dark grayish brown(2 5Y 412) 290 <br /> SAND, (SP) light olive brown(2 5Y 513) very dense, <br /> 0 29 5 30— moist 5%silt 95%fine sand <br /> P <br /> m <br /> H <br /> LU 45 <br /> U <br /> O 00 50)6 SB-6- <br /> 34 5' 35 SP <br /> z <br /> i <br /> 30 <br /> 00 35 39-5- 40 @39' -light olive brown(2 5Y 516) 400 <br /> Bottom of <br /> Boring @ 40 ft <br /> IL <br /> c� <br /> O <br /> r <br /> PAGE 1 OF 1 <br />
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