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ARCHIVED REPORTS_1988
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ARCHIVED REPORTS_1988
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Last modified
7/17/2020 5:57:42 PM
Creation date
7/3/2020 11:00:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1988
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
CField
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440058_17720 E HARNEY_1988.tif
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EHD - Public
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II . GEOLOGIC AND HYDROGEOLOGIC SETTING <br /> A. GEOLOGY <br /> Located along the eastern edge of the San Joaquin Valley, the proposed <br /> landfill site is situated within an area of gently rolling topography <br /> (see Figure 2) . The geology of the area is characterized by alluvial <br /> sediments deposited by westward-flowing rivers and streams emanating <br /> from the Sierra Nevada Mountains. <br /> The youngest geologic units in the vicinity of the site are semicon- <br /> solidated alluvial deposits of the Pleistocene Turlock Lake and <br /> Riverbank Formations (Wagner et al . , 1981) . These formations consist <br /> of alluvial deposits of clays, silts, arkosic sands, and gravels. The <br /> deposits are structurally undeformed and lithologically gradational , <br /> both vertically and laterally. <br /> Underlying the Turlock Lake and Riverbank Formations are the Arroyo <br /> Seco Gravel (Pleistocene) , Laguna Formation (Pliocene) , and the <br /> Mehrten Formation (Miocene-Pliocene) . Differentiation of alluvial <br /> deposits in this region into formations is difficult, due to similar <br /> origins and common lithologies (Marchand and Allwardt, 1981) . <br /> DuringEMCON's assessment of this site for development opment into a <br /> Class III landfill , the geologic units were characterized by reviewing <br /> existing geologic information and drilling six borings ranging from <br /> 40-1/2 to 215 feet in depth. A seismic refraction survey was conduct- <br /> ed to evaluate the rippability of subsurface materials. In addition, <br /> an evaluation was completed to determine the Maximum Probable Earth- <br /> quake and associated peak ground acceleration. <br /> Drilling information indicates that site surficial soils consist of <br /> silts and clays to a depth of 2 to 3 feet. These soils are commonly <br /> 1 underlain by a thin layer of cemented soil called hardpan. The under- <br /> lying Turlock Lake and Riverbank Formations consist of heterogeneous <br /> PJ9 9390207.00D 2 <br />
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