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ARCHIVED REPORTS_2006_1
Environmental Health - Public
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ARCHIVED REPORTS_2006_1
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Last modified
7/18/2020 5:41:16 AM
Creation date
7/3/2020 11:01:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_1
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
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440058_17720 E HARNEY_2006_1.tif
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EHD - Public
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The first encountered groundwater is 145 to 157 feet below ground surface. Groundwater <br /> elevations range from -30 feet -42 MSL, fluctuating seasonally approximately 6 feet. The <br /> groundwater is unconfined. <br /> Construction <br /> Details of construction are contained in the Waste Discharge Requirements for this site. <br /> Modules 1 and 2 were constructed as a single module in 1991, excavated to a depth of <br /> approximately 88 feet NGVD. This Module is provided with a 60-mil HDPE liner installed over <br /> a 6-inch(minimum) thick layer of compacted native soil,but was not constructed according to <br /> Title 27 and RCRA Subtitle D. For clarity in future reports and documents, this module will be <br /> referred to as Module 1. <br /> Module 3 was constructed in 1995, excavated to a depth of approximately 60 ft NGVD. This <br /> Module is provided with a composite liner comprised of a geocomposite clay layer(GCL)under <br /> a 60 mil HDPE membrane, which was approved as an engineered alternative to the prescriptive <br /> composite liner of Title 27 and RCRA Subtitle D. <br /> The interface between Modules 1 and 3 is composed of an anchor trench/berm at an elevation of <br /> approximately 96 feet NGVD. <br /> Module 4 was constructed in 2003, excavated to a depth of approximately 60 ft NGVD. This <br /> Module is also provided with a composite liner comprised of a geocomposite clay layer(GCL) <br /> under a 60 mil HDPE membrane as an approved engineered alternative to the prescriptive <br /> composite liner of Title 27 and RCRA Subtitle D. In addition, a one-foot thick layer of soil with <br /> not less than 30%passing 200 sieve, compacted to not less than 90%relative density, was <br /> constructed under the composite liner. <br /> The interface between Modules 3 and 4 is an anchor trench/berm,raised approximately three feet <br /> above the surrounding surfaces. <br /> COMPLIANCE HISTORY SUMMARY <br /> The groundwater wells at the North County Landfill did not indicate impact until three VOCs <br /> were confirmed at well G-4 in July 2002. Because G-4 is at the western property boundary, <br /> County staff contacted the neighbor immediately to the west, requesting permission to drill <br /> temporary groundwater monitoring wells to determine the extent of groundwater impact <br /> according to the"step out, step down"approach. This request was not granted by that property <br /> owner. <br /> County staff therefore proposed a phased approach for evaluation monitoring within the landfill <br /> property. The first phase was to install and monitor the new groundwater well G-6 and the soil <br /> gas wells that were scheduled for installation in 2003 with Module 4. Under Evaluation <br /> Monitoring, groundwater and soil gas were sampled quarterly(the WDRs require semi-annual <br /> North County RCSL 2 Public Works/Solid Waste <br /> 2nd Semester and Annual 2005 Groundwater Monitoring County of San Joaquin—January 24,2006 <br />
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