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ARCHIVED REPORTS_XR0005074
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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M
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MOFFAT
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3500 - Local Oversight Program
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PR0545571
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ARCHIVED REPORTS_XR0005074
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Last modified
9/16/2020 1:59:56 AM
Creation date
3/18/2020 3:50:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005074
RECORD_ID
PR0545571
PE
3528
FACILITY_ID
FA0003570
FACILITY_NAME
BOBS MUFFLER & RADIATOR
STREET_NUMBER
466
STREET_NAME
MOFFAT
STREET_TYPE
BLVD
City
MANTECA
Zip
95336
APN
22104019
CURRENT_STATUS
02
SITE_LOCATION
466 MOFFAT BLVD
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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Project: Bob's Mufflohop Project No.: E-NC-98-0520 BORFNG NO.: <br /> Site Address: 466 Moffat Road, Total Depth: 25 Feet bsg. B-2 <br /> Manteca, California Date: 05 February 1999 <br /> qJ rilling Co.: EnviroProbe Logged by: T. Mikacich Page 1 of 1 <br /> Rig/Auger Type: Geoprobe 540011.25" Probe Rods Reviewed by: N. Henderson <br /> o1 <br /> ,����'a0-1 p���+�'ttD, �Q�, o L►thlogc Descr�ptzon <br /> SM Brown to dark brown,damp,silty SAND;fine sand. <br /> B-2-5.25' 0 <br /> Sp 7 Brown, damp,poorly graded SAND; fine to medium sand <br /> 10— B-2-9.5' 0 . ' . ' with trace silt. <br /> sp Same as above; light brown, increase in grain size to <br /> B-2-14.5' 0-0.8 • ' medium sand. <br /> SM : .!: . : Grey to olive grey,wet,silty SAND;hydrocarbon{HQ odor. <br /> 20—B-2-20.25' I50-200 ML f Grey to brown,damp,clayey SILT;low plasticity,HC odor. <br /> SM .1. : .I: Olive grey to grey,wet, silty SAND;micaceous,HC odor. <br /> B-2(W) Ground water sample B-2 collected from 20-25'bsg. <br /> Sp Olive grey,wet,poorly graded SAND;fine to medium sand <br /> B-2-25' 24 . ' ' . with trace silt,HC odor. <br /> Probe boring terminated at 25'bsg. <br /> Probe boring backfilled to surface grade with portland cement. <br /> Groundwater encountered at 17'bsg. <br /> 30- <br /> 40— <br /> Advanced <br /> GeoEnvironmental, Inc. <br /> L7"IPR ~BORING-11B06'SM-11606' 8•2.SAM <br />
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