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ARCHIVED REPORTS_2010_1
EnvironmentalHealth
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2010_1
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Entry Properties
Last modified
7/17/2020 3:53:35 PM
Creation date
7/3/2020 10:44:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2010_1
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_2010_1.tif
Tags
EHD - Public
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Vector Engineering, Inc. <br /> 143E Spring Hill Drive WELLSG-109 <br /> Grass Valley, CA 95945 Page 1 of 2 <br /> Telephone: 530-272-2448 <br /> Fax: 530-272-8533 <br /> Project: LFG Monitoring Well Installation Remarks: <br /> Client: San Joaquin County Hole overdrilled to 170 ft. <br /> Location: Foothill Sanitary Landfill Placed 4 ft of gravel at bottom. <br /> 6484 North Waverly Road, Linden, CA Deep probe placed at 166 ft, as designed. <br /> rn <br /> QMaterial Description Well Diagram <br /> ® m <br /> c� <br /> GW a WELL GRADED GRAVEL AND COBBLES WITH SAND Cement <br /> 5 ® (GW) 5 Bentonite <br /> e • Gravel <br /> 10 ® • 10 filter pack <br /> e • se <br /> Bentonite <br /> 15 ® ® 15 <br /> 20 ®® • 20 :. <br /> e • °e <br /> • <br /> 25 --- XX X X —SILTSTON� brown, weakly cemented, laminated, trace 25 <br /> X <br /> x x x <br /> X X X X <br /> X X X X lenses of sand <br /> X x x x <br /> 3O X X X X <br /> xxxx 30 <br /> X x x x <br /> X x x x <br /> X x x x <br /> 35 X X X X <br /> X x x x 35 <br /> X x x x <br /> X x x x <br /> X x x x <br /> 40 x x x x <br /> xxxx 40 <br /> X x x x <br /> X x x x <br /> X x x x <br /> 45 X X X X <br /> X X x x 45 <br /> X X X X Gravel <br /> X X X X filter pack <br /> X X X x ------ 50 <br /> SP POORLY GRADED SAND (SP)black sand weakly <br /> cemented <br /> 55 55 <br /> 60 so <br /> --- XX XXXX XX SILTSTONE brown, moderately cemented <br /> 65 <br /> xxxx 65 <br /> X x x x <br /> X X X X <br /> X X X X <br /> X X X X <br /> 7O X X X X <br /> X X X X 70 <br /> X x x x <br /> X x x x <br /> X x x x <br /> 75 X X X X <br /> xxxx 75 <br /> X x x x <br /> X x x x <br /> X x x x <br /> 80 x x x x <br /> xxxx 80 <br /> X X X X Bentonite <br /> X X X X <br /> X X X X <br /> XX <br /> x X X <br /> X X X X <br /> Drilling Company: Westex Date Started: 8/12/2009 Time Started: 1:00pm <br /> Drilling Method: Air Rotary Date Completed: 8/13/2009 Time Completed: 1:00pm <br /> Boring Diameter: 8-5/8 in Elevation (ft): 326.281 Total Depth (ft): 170 <br /> Logged By: Pete Holland, CEG Groundwater Level: NFWE <br /> Sampling Method: Grab from cuttings <br />
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