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2900 - Site Mitigation Program
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PR0523363
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Last modified
2/5/2020 8:24:31 PM
Creation date
2/5/2020 4:31:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523363
PE
2965
FACILITY_ID
FA0015787
FACILITY_NAME
SIERRA HILLS PACKING
STREET_NUMBER
4505
Direction
N
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
08917052
CURRENT_STATUS
01
SITE_LOCATION
4505 4799 N JACK TONE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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October 1, 2004 <br /> NOA Project Number: LE03-034 <br /> We understand the monitoring wells may be installed after staff approval of the workplan. Upon <br /> installation of the monitoring wells, a Report of Results will be submitted to the Board. <br /> 1.0 GENERAL INFORMATION <br /> A California licensed geologist or engineer will oversee the installation of the ground-water <br /> monitoring wells at CSC/SHPI to be consistent with the workplan presented herein. CSC/SHPI <br /> will not proceed with the installation of ground water monitoring wells until it receives written <br /> approval from the Board. <br /> 1.1 Monitoring Well Location and Depth <br /> The basic purpose for installing ground water monitoring wells is to: <br /> 1). Determine the ground-water flow direction and ground-water gradient below the <br /> site. <br /> 2). Monitor for background water quality. Motor constituents of concern in ground <br /> water below the waste water treatment pond and below the two agricultural <br /> application areas. This will requite a minimum of four (4) monitoring well locations. <br /> Based on information presented in out Report of Waste Discharge-Additional Required <br /> ' Information, dated January 28, 2004,it is estimated that depth to ground water, based on County <br /> ground water maps from 1994 to 1998,is between 107 feet to 127 feet (NOA, 2004) within the local <br /> L area. The ground water flow direction is toward the southwest (average 203 degrees) at a gradient of <br /> 0.001 to 0.0008 (about 4 to 5 feet per mile drop). <br /> We are proposing the use of four (4) monitoring wells to accomplish the above objectives. Sheet 1 <br /> indicates the proposed locations of the four (4) monitoring wells. <br /> The proposed monitoring well locations were set at a distance of 90 feet or greater from four (4) on- <br /> site production wells. We understand from Ron Kaiser of CSC/SHPI that three (3) of the most <br /> active production wells pump between 126 to 468 gallons per minute up to 16 hours per day during <br /> the busy season. We cannot state with certainty that the production wells will not affect the local <br /> ground water gradients on the property. The proposed locations of the motoring wells were <br /> selected to be within the two application areas and adjacent to the existing wastewater pond. A <br /> background water quality monitoring well was placed away from existing septic systems and <br /> ' application areas. <br /> 2 <br />
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