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ARCHIVED REPORTS_2014
Environmental Health - Public
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4400 - Solid Waste Program
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PR0440058
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ARCHIVED REPORTS_2014
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Last modified
7/18/2020 7:40:13 AM
Creation date
7/3/2020 11:03:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2014
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_2014.tif
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EHD - Public
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Non-Water Release Corrective Action Plan <br /> North County Recycling Center and Sanitary Landfill <br /> ranges. The geology of the eastern portion of the San Joaquin Valley is characterized by alluvial <br /> sediments deposited by rivers and streams emanating from sources in the Sierra Nevada <br /> Mountains to the east. The NCRCSL is situated at the western edge of what Piper et al. (1939) <br /> designated as the Arroyo Seco Pediment. This geomorphic feature was produced by the <br /> Mokolumne River and other streams originating in the Sierra Nevada Mountains. The <br /> sediments were described as fluviatile (stream or river) deposits consisting of sand, gravel, silt, <br /> and clay. <br /> The youngest geologic units underlying the site are semiconsolidated alluvial deposit of the <br /> Turlock Lake and Riverbank Formations. The Turlock Lake and Riverbank Formations consist of <br /> arkosic alluvial deposits of gravels, sands, silts, and clays. These deposits show coarsening <br /> upward patterns, as is seen in most of the alluvial systems flanking the western Sierra Nevada. <br /> On a more local level, the site is situated within an area of gently rolling topography. Surficial <br /> soils consisting of silts and clays extend from the ground surface to a depth of 2 to 3 feet, <br /> commonly underlain by a 1/2-foot layer of cemented soil referred to as hardpan. <br /> The landfill foundation soils to a depth of 100 feet consist of medium sense silty sand and <br /> clayey sands with occasional medium stiff, sandy silt and sandy clay interbeds. The Standard <br /> Penetration Test (SPT) resistance (or N Values), vary from approximately 20 to 70 with an <br /> average of 40 blows per foot. Below 100 feet, the soils generally consist of medium dense to <br /> dense, poorly graded sand and gravelly sands with an average SPT of 50 for 2 inches. <br /> Groundwater is found in site wells at depths ranging from 150 to 160 feet (CB&I, 2013). <br /> Groundwater underlying the landfill occurs under unconfined or partially confined conditions <br /> within gravelly or silty sands. Static water levels are higher than levels at which ground water <br /> was first encountered during drilling, indicating some limited confinement. Depth to ground <br /> water beneath the base of the landfill ranges from 100 to 120 feet. <br /> 2.2 Surface Water Hydrology <br /> The NCRCSL is located within the San Joaquin Valley flatlands. The natural drainage courses <br /> include a tributary to Paddy Creek which runs from east to west along the north side of the site <br /> and an unnamed drainage on the south side of the site. <br /> Due to the location of the landfill and surrounding land uses, run-on to the site is contained <br /> within Paddy Creek tributary in the mitigation area of the site. <br /> Run-off from the landfill is controlled by a series of top-deck berms, drainage benches, and <br /> downdrain pipes which will direct flow into perimeter ditches. Runoff from the top deck, west, <br /> east, and north side slopes is directed to the northern sedimentation basin and runoff from the <br /> south side slopes is directed offsite in an unnamed drainage ditch. The final grading for the <br /> NCRCSL is shown in Figure 2. <br /> 2013.A135 I N:\San Joaquin\North County\Non-Water Release CAP\Final Report\North County_NWCAP_Report_Final.docx <br /> July 2014,Rev.0 2 <br />
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