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CORRESPONDENCE_2006-2007
Environmental Health - Public
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EHD Program Facility Records by Street Name
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4400 - Solid Waste Program
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PR0440058
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CORRESPONDENCE_2006-2007
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Last modified
12/21/2023 1:57:00 PM
Creation date
6/14/2021 4:06:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2006-2007
RECORD_ID
PR0440058
PE
4433
FACILITY_ID
FA0004518
FACILITY_NAME
NORTH COUNTY LANDFILL
STREET_NUMBER
17720
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06512004
CURRENT_STATUS
01
SITE_LOCATION
17720 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\cfield
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EHD - Public
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01 0 <br />WORK <br />Forthe <br />SAMPLING OF •' OF • <br />NORTH• <br />March 28, 2007 <br />The purpose of this work plan is to describe the procedures to collect a sample of the geonet <br />drain fabric and the non -woven geotextile above the HDPE liner of Module 3 at North County <br />Recycling Center and Sanitary Landfill (Figure 1). <br />Presently, the top deck of Module 1 (previously identified as Modules 1&2) is graded to drain from <br />west to east, with the western shoulder of the landfill now at the present permit limit of 190 ft. <br />above mean sea level (msl). This drain direction is advantageous at present because it drains <br />storm water more directly to the temporary sedimentation pond on the eastern side of the <br />property (Figure 1), and is consistent with the present Closure Plan and the present permit limit. <br />However, this drain pattern conflicts with the future development of the landfill to the height limit <br />(220 ft. msl) of the Environmental Impact Report certified in December 2006. Constructing the <br />Modules to the east of Modules 1 and 3 to the anticipated greater height while retaining the <br />present west -to -east drainage will create a drainage Swale near the center of top of the landfill. <br />This is an unusual configuration with significant potential for erosion. A more beneficial drainage <br />direction would be east -to -west on the top of those Modules towards the nearest edge of the <br />landfill. <br />Changing the drain slope will require the placement of additional refuse over Modules 1 and 3. <br />However, a slope stability analysis is required before additional fill is placed. The County has <br />engaged Shaw Environmental, Inc to perform this analysis. Shaw staff have stated that this <br />analysis requires additional knowledge of the shear and frictional characteristics of the synthetic <br />fabrics (the geonet drain fabric, and the non -woven filter fabric) above the HDPE liner, and that <br />samples of fabric over Module 3 would be sufficient. Therefore, the County proposes to collect a <br />sample of these fabrics from Module 3 to enable that analysis. <br />The fabrics will be sampled from an easily accessible area at the southeast corner of Module 3 <br />(Figures 1 and 2). The sampling area is near the anchor trench where refuse has yet to be <br />placed, so that only the operations soil, approximately 2 -ft. thick, need be removed. This location <br />also avoids conflict with the leachate and landfill gas (LFG) risers. <br />Work Plan -Fabric Sampling at Module 3 Solid Waste/Public Works <br />North County Sanitary Landfill Page 1 of 2 San Joaquin County — March 28, 2007 <br />
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