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ARCHIVED REPORTS_2015
Environmental Health - Public
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ARCHIVED REPORTS_2015
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Last modified
7/17/2020 3:53:49 PM
Creation date
7/3/2020 10:46:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2015
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
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2015.tif
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EHD - Public
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LEAK LOCATION SERVICES, INC. <br />16124 UNIVERSITY OAK 0 SAN ANTONIO, TEXAS 78249 a (210) 408-1241 / FAX (210) 408-1242 <br />October 30, 2015 <br />Noah Johnson <br />R.J. Gordon Construction <br />2086 Monument Blvd. <br />Pleasant Hill, CA 94523 <br />Email: noah@rjgordonconstruction.com <br />Subject: Revised Report for "Geomembrane Leak Location Survey for Foothill Sanitary <br />Landfill Area 2A near Stockton, California;" <br />LLSI Project 2211 -Final Report <br />Dear Mr. Johnson: <br />On August 2 through 4, 2015, Martin Morales of Leak Location Services, Inc. (LLSI) <br />conducted a geomembrane leak location bare liner survey for the Foothill Sanitary Landfill Area 2A <br />near Stockton, California. Area 2A was lined, from the bottom up, with a prepared foundation layer, <br />gcl, and a 60 -mil HDPE double textured geomembrane during the survey. The landfill cell has an <br />approximate area of 15.1 acres with a floor area of approximately 11 acres. After completion of the <br />bare liner survey, a 12 -inch thick layer of granular drainage material, an 8 -ounce geotextile, and a <br />24 -inch thick operations soil layer were installed over the bare geomembrane. <br />On September 9 through 11, 2015, John Ortiz and James Haynes of LLSI conducted a <br />geomembrane leak location survey on top of the operations soil layer. Approximately 10 acres of <br />the soil -covered floor area was surveyed during the second mobilization. The sump and north toe <br />of slope were not covered with the operations soil layer and could not be surveyed on the second <br />mobilization. <br />On September 15 and 16, 2015, James Haynes of LLSI completed the soil survey of Area 2A. <br />Table I lists the survey times and climatic conditions during the surveys. This report documents the <br />results of the surveys. <br />www.11si.com results@llsi.com <br />
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