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SU0004094
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SU0004094
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Last modified
10/27/2020 1:02:10 PM
Creation date
9/6/2019 10:43:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0004094
FACILITY_NAME
QX-01-0002
STREET_NUMBER
36736
Direction
S
STREET_NAME
KOSTER
STREET_TYPE
RD
City
TRACY
ENTERED_DATE
5/12/2004 12:00:00 AM
SITE_LOCATION
36736 S KOSTER RD
RECEIVED_DATE
1/8/2002 12:00:00 AM
QC Status
Approved
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\MIGRATIONS\K\KOSTER\36736\QX-01-02_PA-0200065\SU0004094\EIR 2004.PDF
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EHD - Public
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4.Environmental Analysis <br /> V <br /> obtained, if available, from DWR, San Joaquin County Environ mal Health <br /> Department, Stanislaus County, and the former property owners <br /> :'Crroundwater wells that <br /> will not remain in operation shall be properly destroyed and removed in accordance with <br /> the DWR Well Standards and, depending on the location, under permit and inspection <br /> ` from either the Stanislaus County Department of Environmental Health or San Joaquin <br /> County as per the San Joaquin County Development Title, Section 9-1115.5(e). The well <br /> destruction shall be designed to create a sanitary seal that would not conduct vertical <br /> water flow in the event that the well is truncated or damaged during mining operations. <br /> Impact Significance After Mitigation: Mitigation for this impact ensures that unused <br /> or abandoned wells would be properly destroyed and that water quality impacts <br /> .. associated with truncated or undiscovered, open wells would be less than significant. <br /> Impact 4.8.4: Groundwater extraction associated with the proposed project could lower <br /> groundwater levels beyond the project boundaries,lower local or regional groundwater <br /> levels that are below the current pumping depths of existing private or municipal <br /> groundwater supply wells.This would be a less-than-significant impact. <br /> .� The proposed project would require water for aggregate processing,dust control, and <br /> landscaping.The city of Tracy, as well as other local municipal, agricultural, and industrial <br /> operations relies on groundwater as either a primary water supply or to supplement surface water <br /> entitlements obtained from state and federal water projects. Local pumping wells (those within <br /> approximately two miles)are currently extracting groundwater from the similar aquifers,and <br /> consequently, increased pumping within this system could lower local groundwater levels and <br /> reduce or eliminate available groundwater for other local users. Adverse impacts of a significant <br /> decline in groundwater levels are realized when the groundwater level is lowered below the level <br /> of the down-well pump or in some cases,below the depth of the wells. <br /> Groundwater Impact Analysis <br /> Groundwater extraction data for the agricultural wells within the proposed project area indicate <br /> that between 1997 and 2003, agricultural uses on the former properties required an average of <br /> approximately 570 acre-feet of groundwater.The former agricultural operations extracted <br /> groundwater from the Barnes Well,the A&L property well, and the Costa Ranch domestic well.9 <br /> The estimated water demand for the proposed aggregate mining operations would range between <br /> 3.8 and 8.9 million gallons of water per day(mgd)depending on production quantities. Under <br /> normal operations,the project applicant would generate the majority of its water supply from <br /> surface water decanted and recycled within a series of proposed silt settlement(siltation)ponds.10 <br /> 9 This average groundwater pumping volume combines a seven-year average groundwater withdraw rate of 95 ac- <br /> ft/yr from the Burnes No.2 Well,a seven-year average withdrawal rate of 474 ac-ft/yr from the A&L No. I Well <br /> and annual withdrawal rate of 1 ac-ft/yr from the Costa Property domestic well with partial agricultural use. <br /> 10 Once a silt pond is excavated,permeable aggregate material would be exposed on the bottom of the pond.Because <br /> of the high permeability of the underlying aggregate material,water entering the pond would seep vertically into <br /> the underlying gravels.The seepage would continue until the fine-grained silts discharged into the pond begin to <br /> r settle into the pore spaces of the aggregate.As the fine-grained sediments accumulate,the pond bottom becomes <br /> less permeable and the infiltration volumes and rates reduce. <br /> RMC Pacific Vernalis Quarry Mining and Reclamation Project 4.8-26 ESA 1203015 <br /> Draft Environmental Impact Report May 20013 <br />
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