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ARCHIVED REPORTS_XR0002982
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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H
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HAMMER
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3202
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3500 - Local Oversight Program
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PR0545250
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ARCHIVED REPORTS_XR0002982
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Entry Properties
Last modified
1/30/2020 7:18:15 PM
Creation date
1/30/2020 4:50:36 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002982
RECORD_ID
PR0545250
PE
3528
FACILITY_ID
FA0001817
FACILITY_NAME
7-ELEVEN INC #35355
STREET_NUMBER
3202
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
Ln
City
Stockton
Zip
95209
CURRENT_STATUS
02
SITE_LOCATION
3202 W Hammer Ln
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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Cambria Environmental Technology, Inc BORING/WELL LOG <br /> 1144 - 65th St <br /> Oakland, CA 94608 <br /> Telephone (510) 420-0700 <br /> Fax (510) 420-9170 <br /> . CLIENT NAME BP Oil Company BORING/WELL NAME MW-8 <br /> JOB/SITE NAME BP 11193 DRILLING STARTED 13-Jun-00 <br /> LOCATION 3202 West Hammer Lane Stockton California DRILLING COMPLETED 13-Jun-00 <br /> Continued from Previous Page <br /> a m <br /> a p Z tw— O LfTHOLOGIC DESCRIPTION t¢—" <br /> a, uy ¢ WELL DIAGRAM <br /> ta. Q m0 ¢ w ❑ C�7 0, <br /> W <br /> SP <br /> 36' dark gray <br /> 0 <br /> 13 40 — — _ _ _ _ — — 400 <br /> 15 Gravelly SAND (SW),gray,saturated, 5%silt,80%fine 4'-dram , <br /> 0 24 MW 8- SW - to coarse grained sand, 15%fine to coarse,subrounded to 0 010"Slotted <br /> 41 rounded gravel to 1", high estimated permeability Schedule 40 <br /> a <0050 Mw 8- 428 PVC <br /> 425 SP SAND (SP) dark gray saturated 5%silt 95%fine to 438 <br /> medium grained sand, no plasticity high estimated <br /> o <0 050 Mw 8 ermeabilii <br /> 44 45 Silty SAND,(SM) dark gray,saturated, 20%silt,80% <br /> fine to medium grained sand,no plasticity high estimated <br /> permeability <br /> SM @ 44 5'-45%silt,55%fine grained sand low plasticity <br /> 9 45' -20%silt,80%fine to medium grained sand no <br /> plasticity <br /> @ 46 -40%silt 60%fine grained sand Native Sands <br /> @ 47 20%silt 80%fine to medium grained sand <br /> 0 <0050 MW 8 —50-- @49' - 15%silt 85%fine to medium rained sand 500 <br /> 495 -- - — — — — -- - — — — — Bottom of <br /> Boring 50 ft <br /> 0 <br /> c� <br /> a <br /> H <br /> 0 <br /> t7 <br /> J <br /> 7 <br /> LL <br /> O <br /> CL <br /> c3 <br /> rn <br /> a <br /> 03F <br /> z <br /> c� <br /> m <br /> i <br /> rr <br /> 'a <br /> J <br /> J <br /> J <br /> LU <br /> PAGE 2 OF 2 <br />
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