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ARCHIVED REPORTS_1989
Environmental Health - Public
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4400 - Solid Waste Program
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PR0440058
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ARCHIVED REPORTS_1989
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Last modified
7/17/2020 3:52:44 PM
Creation date
7/3/2020 11:00:53 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1989
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
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440058_17720 E HARNEY_1989.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 />During EMCON's assessment of this site for development 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 />underlain by a thin layer of cemented soil called hardpan. The under- <br />lying Turlock Lake and Riverbank Formations consist of heterogeneous <br />. .0 O <br />
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