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ARCHIVED REPORTS_2010_1
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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 WELL 7 <br /> Grass Valley, CA 95945 Page 2 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 150 ft. <br /> Location: Foothill Sanitary Landfill Placed 4 ft of gravel at bottom. <br /> 6484 North Waverly Road, Linden, CA Deep probe placed at 146 ft, as designed. <br /> rn <br /> CL Material Description Well Diagram <br /> o D a <br /> POORLY GRADED SAND SP continued <br /> X X X X <br /> 90 XX <br /> SILTSTONE brown, moderately cemented 90 <br /> X X X X <br /> X X X X <br /> X X X X <br /> X X X X <br /> 95 xxxx 95 <br /> X x x x _ <br /> •. ._..�. - ----- <br /> SP POORLY GRADED SAND (SP)black sand weakly to <br /> 100 <br /> �. moderately cemented 100 <br /> 105 .� �. ---------------------------------- <br /> X X X X SILTSTONE, brown, moderately cemented, laminated 105 <br /> XX X X <br /> X x x x <br /> X x x x <br /> 110 X X X X 110 <br /> X X X X <br /> X X X X <br /> X X X X Gravel <br /> 115 X X X X 115 filter pack <br /> X X X X <br /> X X X X <br /> X x x x <br /> xxxx <br /> 120120 <br /> X x x x <br /> X x x x <br /> X x x x <br /> X x x x <br /> 125 X X X X -several thin (about 1 ft) beds of sandstone from 125-146 ft 125 <br /> XX X X <br /> X x x x <br /> X x x x <br /> X X X X 130 <br /> 130 <br /> X X X X <br /> X x x x <br /> X x x x <br /> X x x x <br /> 135 X X X X 135 <br /> X X X X <br /> X X X X <br /> X X X X <br /> X X X X <br /> 140 <br /> xxxx 140 <br /> X x x x <br /> X x x x <br /> X x x x <br /> 145 X X X X 145 <br /> X X X X <br /> X X X X <br /> X X X X <br /> 150 _ X X X X 150_ <br /> 155-- 155-- <br /> 160 - <br /> 55=160 - 160- <br /> 165 - <br /> 60=165 - 165= <br /> iza 170- <br /> Drilling Company: Westex Date Started: 8/7/2009 Time Started: 3:30pm <br /> Drilling Method:Air Rotary Date Completed: 8/11/2009 Time Completed: 10:50am <br /> Boring Diameter: 8-5/8 in Elevation (ft): 305.676 Total Depth (ft): 150 <br /> Logged By: Pete Holland, CEG Groundwater Level: NFWE <br /> Sampling Method: Grab from cuttings <br />
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