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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 WELL ®'f 7 <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 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 /> CM <br /> cn <br /> 0 <br /> o = Q Material Description Well Diagram <br /> W-G WELL GRADED GRAVEL WITH SILT AND SAND(GW-GM) Cement <br /> • AND COBBLES~ brown, moist, approximately 40% gravel, <br /> 5 25% sand, 25 %cobbles, 10 %fines, gravel and cobbles well 5 Bentonite <br /> rounded, bassaltic <br /> Gravel <br /> 10 10 filter pack <br /> Bentonite <br /> 15 -- <br /> 20-- <br /> 5 20 20 <br /> 25 • 25 <br /> 30 ® 30 <br /> w <br /> 35 35 <br /> --- ----------------------------------- <br /> SP-SM::•:�.•::�. :: " POORLY GRADED SAND WITH SILT(SP-SM)brown <br /> 40 (7.5YR 3/2), moist, 90 % fine-grained sand, 10% fines ao <br /> SM SILTY SAND(SM) moist, 70%fine-grained sand, 30% a5 Gravel <br /> fines filter pack <br /> 50 50 <br /> --- X X X X SILTSTONE, brown,weakly cemented, laminated <br /> X X X X <br /> 55 xxxx 55 <br /> XX X X <br /> X X X X <br /> X X X X <br /> 60 XX X X 60 <br /> X X X X <br /> X X X X <br /> X X X X <br /> X x x x <br /> X x x x <br /> 65 XXXX 65 <br /> XX X X <br /> X X X X <br /> X X X X <br /> 70 XX X X 70 <br /> X x x X <br /> X x x x <br /> X x x x <br /> X x x x <br /> 75j xxxx 75 <br /> X x x x <br /> xx x x <br /> X X X X Bentonite <br /> XX X X <br /> 80 ___ xxxx —————————— 80 <br /> SP POORLY GRADED SAND (SP)black sand <br /> W, x Date Started: 8/7/2009 Time Started: m 3:30 <br /> Drilling Company este p <br /> Drilling Method:Air Rotary Date-Completed:-8/1112009 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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