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SU0007861
Environmental Health - Public
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SU0007861
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Entry Properties
Last modified
1/6/2020 11:37:03 AM
Creation date
9/4/2019 10:03:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0007861
PE
2675
FACILITY_NAME
PA-0800105
STREET_NUMBER
9999
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
APN
20106003
ENTERED_DATE
8/11/2009 12:00:00 AM
SITE_LOCATION
9999 S AUSTIN RD
RECEIVED_DATE
7/24/2009 12:00:00 AM
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\A\AUSTIN\9999\EIR PA-0800105\NOP.PDF
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EHD - Public
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Draft Environmental Impact Report Page IV.F-7 <br /> Forward Inc. Landfill Expansion <br /> Groundwater recharge to the unconfined aquifer,both regionally and locally, is from local <br /> rainfall and stream infiltration, while the deeper, confined aquifers are recharged by rivers, <br /> reservoirs, and surface runoff along the western base of the Sierra Nevada. The project area is <br /> not in a General Plan-designated substantial groundwater recharge area, although some <br /> infiltration and percolation to the groundwater system is expected along the north and south <br /> branches of the south fork of Littlejohns Creek, as well as the Landfill's artificial recharge <br /> program.' <br /> Before the early 1960's, groundwater in the area typically flowed to the west. Since that time, <br /> heavy pumping in the Stockton area caused a northerly component of flow to develop. Salt- <br /> water intrusion from the west has resulted in a shift in pumping from west Stockton to east of <br /> Stockton, and a resulting modification in groundwater flow to the northeast. Based on <br /> groundwater elevation contours published by the San Joaquin County Flood Control and Water �^y <br /> Conservation District, the regional groundwater in the vicinity of the site is now typically 20 to fld� <br /> 30 feet below msl (approximately 60 to 80 feet below ground surface) and flows to the north- <br /> northeast. <br /> Beyond the trend of historical over-drafting (removing more groundwater than is naturally <br /> recharged)from the aquifer,the San Joaquin Valley's groundwater basins has been the <br /> tendency for water levels to show seasonally variations. Seasonal fluctuations reflect the rainy <br /> and dry seasons. Rainy season infiltration raises the water table, and dry season pumping <br /> lowers the water table. Seasonal fluctuations in the project area are on the order of 5 to 10 feet <br /> due to the distinct rainy and dry seasons. During the rainy season infiltration raises the water <br /> table and during the dry season drawdown by water well users lowers the water table. <br /> Groundwater within one mile of the project site is pumped by several existing irrigation and <br /> domestic wells. The locations of groundwater wells impacted or potentially impacted by the <br /> landfill related groundwater contamination plume is discussed in detail in below. <br /> Groundwater Wells in the area are used primarily to supply water for agricultural and domestic <br /> purposes. Of the facilities in the area, the California Youth Authority and the Northern <br /> California Women s Facility north of the Forward Landfill both have wells that are used to <br /> supply drinking water. <br /> Bottled water is supplied to all downgradient private well owners where volatile organic carbons <br /> (VOCs) are detected in their private wells. Two locations, associated with wells 8106A and 7898A, <br /> are supplied with bottled water by Forward. <br /> Water supply to the Forward/Austin units consist of Two water supply wells and one water <br /> supply standpipe are located at the existing Forward Landfill and one water supply well is <br /> located at the existing Austin Road Landfill. The water is used for dust control, compaction, <br /> and irrigation. The well at the Forward Landfill was drilled to a depth of approximately 135 <br /> feet and groundwater occurs at a depth of approximately 70 feet. The well was likely installed <br /> before the opening of the landfill, having been previously used for agricultural purposes. It is <br /> pumped at a rate of approximately 1500 gallons per minute at a maximum frequency of <br /> approximately eight times per hour. The water supply standpipe is located adjacent to the <br /> Forward scalehouse. The water production well that supplies the standpipe is located near the <br /> main entrance facility for the existing Forward Landfill. The other water supply well at the <br /> existing Forward Landfill is located south of the South Branch of Little Johns Creek and has a <br /> capacity of 500 gpm_ The water supply well at the existing Austin Road Landfill is located <br /> 2 Hydrogeological investigations at the nearby Forward Landfit]show that recharge along the course of the south <br /> fork of Littlejohn Creek,which crosses their property,has a significant influence on water table depth,gradient,and <br /> flow direction. <br />
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