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ARCHIVED REPORTS_1989
Environmental Health - Public
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4400 - Solid Waste Program
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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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Hydrogeologic Report, North County Sanitary Landfill, San Joaquin County, Cal- <br />ifornia, EMCON Associates, September 1987. <br />4.3.1 Regional Geology <br />The landfill development site is located near the northeastern edge of the San <br />Joaquin Valley The valley is a deep, asymmetrical structural trough filled with <br />sediments derived from adjacent mountain ranges. The geology of the eastern <br />San Joaquin Valley is characterized by alluvial sediments deposited by rivers and <br />streams draining the Sierra Nevada to the east. <br />The landfill site is situated on the western edge of the Arroyo Seco pediment <br />(Piper et al. 1939). This geomorphic feature was produced by the Mokelumne <br />River and other streams originating in the Sierra Nevada. The sediments consist <br />of sand, gravel, silt, and clay. <br />The youngest geologic units underlying the site are serniconsolidated alluvial de- <br />posits of the Turlock Lake and Riverbank Formations. The Turlock Lake and <br />40 Riverbank Formations consist of arkosic alluvial deposits of gravels, sands, silts, <br />and clays. These deposits show coarsening upward patterns, typical of pro - <br />grading alluvial systems along the western Sierra Nevada. <br />E <br />4.3.2 Site GeolqM <br />The geologic units beneath the proposed Landfill Development Site were char- <br />acterized by reviewing existing local data and drilling six borings (P-1 through P-3 <br />and G-1 through G-3) ranging from 40-1/2 to 215 feet in depth (see Appendix A).. <br />In addition to the borings drilled under the supervision of EMCON, previous <br />drilling was conducted by J.H. Kleinfelder and Associates both on the same <br />property and on the half section parcel immediately to the west (Kleinfelder, 1980 <br />and 1986). Data from these earlier borings was also analyzed in studying the <br />subsurface geology underlying the site. <br />PJ9 9390218A.00W 20 Rev. 0 July 20, 1989 <br />
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