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ARCHIVED REPORTS_1993_1
Environmental Health - Public
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EHD Program Facility Records by Street Name
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4400 - Solid Waste Program
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PR0440001
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ARCHIVED REPORTS_1993_1
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Last modified
7/17/2020 3:53:09 PM
Creation date
7/3/2020 10:39:46 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1993_1
RECORD_ID
PR0440001
PE
4433
FACILITY_ID
FA0004514
FACILITY_NAME
AUSTIN ROAD/ FORWARD LANDFILL
STREET_NUMBER
9069
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
STOCKTON
Zip
95215
CURRENT_STATUS
02
SITE_LOCATION
9069 S AUSTIN RD
P_LOCATION
01
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440001_9069 S AUSTIN_1993_1.tif
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EHD - Public
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III. Environmental Setting, Impacts,and Mitigations <br /> K. Hydrology, Geohydrology, and Water Quality <br /> Underlying San Joaquin County is a portion of the vast subsurface groundwater aquifer system of <br /> the Central Valley of California. Groundwater occurs in unconfined and confined conditions. <br /> The upper regional aquifer is typically an unconfined aquifer within the Victor Formation <br /> geologic unit. The Victor formation consists of over 100 feet of clay,silt, and fine.to coarse <br /> sand. Sedimentary formations underlying the Victor formation include additional,productive <br /> confined aquifers. Groundwater within one mile of the site is tapped by irrigation and domestic <br /> wells, and most wells in the vicinity are generally drilled several hundred feet deep. <br /> Local rainfall and stream infiltration are the main source of recharge to the unconfined aquifer, <br /> while the deeper,confined aquifers are recharged by rivers,reservoirs, and surface runoff along <br /> the western base of the Sierra Nevada. The project area is not in one of the General Plan <br /> designated substantial groundwater recharge areas,although some infiltration and percolation to <br /> the groundwater system is expected along Little Johns Creek.I <br /> A characteristic of the San Joaquin Valley's groundwater basins has been the tendency for water <br /> levels to vary both seasonally and annually,over short periods of time. Seasonal fluctuations <br /> mirror the distinct rainy and dry season;rainy season infiltration raises the water table,and dry <br /> season pumping lowers the water table. In addition, noticeable decreases in water levels have <br /> occurred in years of normal (or low)precipitation(but high pumping). Long-term withdrawal. <br /> has resulted in an overdraft conditions(withdrawal rates exceed the recharge rates),and related <br /> problems of lowered water table levels,long-term reliability, saltwater intrusion from the Delta, <br /> and subsidence(and ground lowering)in the Delta. In the project area,water levels have dropped <br /> over the last twenty years by approximately 10 feet due to agricultural pumping demand and <br /> drought(EMCON, 1972; Kleinfelder, 1992). <br /> Site Groundwater <br /> Kleinfelder examined site groundwater conditions based on several sources of information for a <br /> 10-year period from Spring 1976 to Fall 1986(Meinfelder, 1988). The groundwater elevation <br /> averaged-35 feet MSL(35 feet below mean sea level),with spring levels about-30 feet MSL and <br /> fall levels about-41 feet MSL. In dry years the water level dropped to-48 feet MSL. During <br /> wet years the groundwater was as high as-12 feet MSL in the spring and-25 feet MSL in the <br /> 1 Hydrogeological investigations at the nearby Forward,Inc.Landfill show that recharge along the <br /> course of the South Fork of Little Johns Creek,which crosses their property,has a significant <br /> influence on water table depth,gradient,and flow direction. <br /> III.K.7 <br />
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