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ARCHIVED REPORTS XR0011250
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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F
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FREMONT
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2185
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3500 - Local Oversight Program
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PR0544922
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ARCHIVED REPORTS XR0011250
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Entry Properties
Last modified
10/7/2019 3:40:47 PM
Creation date
10/7/2019 3:22:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011250
RECORD_ID
PR0544922
PE
3528
FACILITY_ID
FA0003284
FACILITY_NAME
FOOD MART GASOLINE*
STREET_NUMBER
2185
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
14113045
CURRENT_STATUS
02
SITE_LOCATION
2185 E FREMONT ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\wng
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EHD - Public
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Project No. Location: Beacon #494 <br /> Won . kielson 0 VOR hm Ipce 11LT05.01 218 <br /> oc onm oli Street <br /> Stockton. California <br /> Consulting Scientists. Engineers, and Geologists Drilling Company: We-if Hazmat Drilling <br /> D rl I I e r: Scoff Kruger <br /> Log of Soil Boring MSU--3 Drilling and Sampling Methods: <br /> ' Hollow Stem Auger <br /> Coordinates: California modified split—spoon sampler <br /> Surface . Elevation: fitted with s" brass sample sleeves <br /> Casing Elevation: 18.7$ OVM/OVA hNu PID wIfh 10.2 eV probe <br /> ' Reference Elevation: <br /> Reference Desc: Drilling Time Date <br /> Sta rt 10:00 am 4/17/92 <br /> Finish 1:15 pm 4/17/92 <br /> Completion Depth: 83 fbef Water Depth Completion <br /> 71.29 ft <br /> Logged by: Hal E. Hansen .V \ E a > = i E <br /> CD . Checked by. 2 z r, a H o m <br /> cr) J CL <br /> y— E O p � "- 3 a c� <br /> �`' a D � S Cori p t E o rn � _j m 3 o m r Comments 0 0 <br /> — — — <br /> 0 .8bgEL 4.L_dSOB1bsxe_ — , _ _ — _ 1-1 <br /> i SILTY CLAY. Olive brown, slightly <br /> moist, moderately plastic (CL) <br /> 2 <br /> 3 <br /> 4 12 ; <br /> ' <br /> 2.3 <br /> 5 is 1s is � 0 <br /> 6 <br /> 7 <br /> 8 <br /> ' 9 2s N <br /> 10 38 <br /> 42 18 17 0 <br /> 11 <br /> 12 <br /> ' 13 SAN13Y SILT, brawn, fine—grained sand, <br /> 14 slightly moist (ML) 18 <br /> r 25 I <br /> 15 28 1B 16 0 <br /> ' 16 <br /> • <br /> 17 ML <br /> - <br /> r1 9 <br /> L 0 — 17 <br /> 23 <br /> 28 18 14 3V 0 <br /> Page 1 of 5 <br />
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