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ARCHIVED REPORTS_XR0012470
Environmental Health - Public
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EHD Program Facility Records by Street Name
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KETTLEMAN
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420
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3500 - Local Oversight Program
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PR0545336
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ARCHIVED REPORTS_XR0012470
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Entry Properties
Last modified
2/10/2020 9:23:00 PM
Creation date
2/10/2020 4:29:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012470
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 BORING/WELL 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 _ BORINGfWELL NAME MW-5 <br /> JOBlSITE NAME Former Shell Service Station DRILLING STARTED —1 0-Feb-00 <br /> LOCATION _ 420 W Kettleman Lane, Lodi DRILLING COMPLETED 14-Feb-00 <br /> Continued from Previous Page <br /> U? H U H <br /> a d j a H a L) a o LITHOLOGIC DESCRIPTION = WELL DIAGRAM <br /> a mo ¢ w �J oa <br /> co U w <br /> a <br /> 0 31 SB-2- @ 35'-light olive brown(2 5Y 514) 5%clay,75%silt, <br /> 36 355 20%fine sand <br /> 380 <br /> 0 10 SB-2- 40— SP SAND (SP) light olive brown(2 5Y 516) medium <br /> 10 405 dense moist 5%silt 95%medium sand <br /> 430 <br /> 0 16 SB-2- 45— SILT (ML),olive brown(2 5Y 414),very stiff, moist 15% <br /> 14 455 clay, 80%silt 5%fine sand low plasticity <br /> ML Bentonite Seal <br /> Lonestar Sand <br /> #2112 <br /> ,a SB-2- 50 505 <br /> 0 1 <br /> 2 505 Silty SAND (SM) olive brown(2 5Y 4/4) medium <br /> SM dense moist to wet 20%silt 80%fine to medium sand <br /> 530 <br /> t <br /> 0 12 SB-2- 55 SILT (ML), light olive brown(2 5Y 514) hard moist 5% <br /> 25 555 clay, 80%silt 15%fine sand,no plasticity <br /> ML <br /> Q <br /> 0 <br /> 0 <br /> r ,0 60 4"-diam <br /> ,8 SB-2- 60'-ve stiff,wet 60 5 0 020"Slotted <br /> 0 20 605 SAND, (SP), light olive brown(2 5Y 513) dense wet Schedule 40 <br /> a SP 5%silt,95%fine to medium sand PVC <br /> u <br /> LU <br /> 630 <br /> a <br /> c7 <br /> 0 1g SB-2- 65— SILT, (ML) olive brown(2 5Y 414), hard wet, 5%clay <br /> w 17 655 ML 80%silt, 15%fine sand, no plasticity <br /> o' <br /> g� <br /> z <br /> z <br /> �? 0 144 SB-2- 69 5 <br /> 20 695 <br /> 70 <br /> Bottom of <br /> �° Boring @ 70 ft <br /> a <br /> U <br /> A <br /> a <br /> [7 <br /> O <br /> J <br /> J <br /> J <br /> W <br /> PAGE 2 OF 2 <br />
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