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ARCHIVED REPORTS_2014
EnvironmentalHealth
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4400 - Solid Waste Program
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PR0440004
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ARCHIVED REPORTS_2014
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Last modified
7/18/2020 11:42:29 AM
Creation date
7/3/2020 10:45:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2014
RECORD_ID
PR0440004
PE
4433
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
01
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2014.tif
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EHD - Public
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Vector Engineering, Inc. <br /> 143E Spring Hill Drive WELL NUMBER: SG-117 <br /> Grass Valley, CA 95945 Page 1 of 1 <br /> Telephone: 530-272-2448 <br /> Fax: 530-272-8533 <br /> Project: LFG Monitoring Well Installation Remarks: <br /> Client: San Joaquin County <br /> Location: Foothill Sanitary Landfill <br /> 6484 North Waverly Road, Linden, CA <br /> 0) <br /> aQ Material Description Well Diagram <br /> o cU <br /> ML SANDY SILT( L) reddish yellow(5YR 6/6), moist, loose, Cement <br /> 5 low plasticity, 10 % gravel 5 <br /> Bentonite <br /> -same, except brown (7.5YR 5/3) and < 5 % gravel <br /> Gravel <br /> 10 10 filter pack <br /> Bentonite <br /> 15 15 <br /> 20 20 <br /> SC CLAYEY SAND (SC) brown (7.5YR 5/3), moist medium <br /> plasticity, <br /> 25 25 Gravel <br /> filter pack <br /> 30 --- ---------------------------------- 30 <br /> ML SANDY SILT( L) brown (7.5YR 5/3), moist, low to medium <br /> 35 plasticity, < 5 % gravel (angular) 35 <br /> Bentonite <br /> 40 40 <br /> 45-- <br /> 50 <br /> 5 50 50 <br /> Gravel <br /> 55 55 filter pack <br /> 60 s0 <br /> 65 s5 <br /> r70_ 70_ <br /> 75 = 75-- <br /> 80 <br /> 5_80 = 80-- <br /> 85 - <br /> Drilling <br /> 0=Drilling Company: PC Exploration Date Started: 7/30/2009 Time Started: 8:00am <br /> Drilling Method: Hollow Stem Auger Date Completed: 7/30/2009 Time Completed: 2:00pm <br /> Boring Diameter: 8 in Elevation (ft): 226.385 Total Depth (ft): 66 <br /> Logged By: Rich Peevers Groundwater Level: NFWE <br /> Sampling Method: Grab from cuttings <br />
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