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2900 - Site Mitigation Program
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PR0537563
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Entry Properties
Last modified
9/9/2019 12:01:22 PM
Creation date
6/28/2019 4:05:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0537563
PE
2950
FACILITY_ID
FA0021627
FACILITY_NAME
CITY OF LATHROP CROSSROADS WWTP
STREET_NUMBER
1501
STREET_NAME
DARCY
STREET_TYPE
PKWY
City
Lathrop
Zip
95330
CURRENT_STATUS
01
SITE_LOCATION
1501 DARCY PKWY
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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September 29, 2014 Monitoring Well Abandonment and <br /> Installation Workplan <br /> clay,clay,and sand deposits6.Soils are derived from mixed Sierran and Coast Range source <br /> materials,and are characterized by poor drainage7. <br /> The Lathrop area groundwater basin is comprised of an approximately 150-feet thick upper <br /> water-bearing zone overlying a 75 to 1,000 feet thick lower water-bearing zone.The lower <br /> water-bearing zone provides drinking water to the City of Lathrop.The hydraulic <br /> connection between the upper and lower zones appears limited due to extensive low <br /> permeability strataa. <br /> Depth to groundwater varies depending on location,season,and local influences.The <br /> shallowest groundwater levels are generally observed adjacent to the San Joaquin River, <br /> and groundwater depths tend to increase with distance from the river.In the alluvial flood <br /> plain deposits,groundwater is typically within 12 feet of land surface.Median water levels <br /> in the WWTF and WRP-1 MBR monitoring wells,groundwater elevation contours are <br /> shown on Figure 2. <br /> 1.4. Proposed Monitoring Well Destruction <br /> Four piezometers (PZ-1,-2,-3,and-4) are identified for destruction because they currently <br /> are located within the boundaries of the proposed percolation ponds (Figure 1).The <br /> construction information for these piezometers is summarized below in Table 1.Available <br /> construction permits are included in Appendix A,and available well boring logs are <br /> included in Appendix B.The four piezometers were installed to monitor groundwater <br /> conditions during a percolation disposal capacity assessment conducted within LAA 3.9 <br /> TableConstruction Information for Wells . Piezometers Proposed for Destruction. <br /> Diameter Depth Screened Proposed <br /> Well ID Year Drilled Interval <br /> (inches) (feet bls) Action <br /> (feet bls) <br /> KMW-7 2002 4 27.40a Unknown Destroy <br /> PZ-1 2012 2 2S 10-25 Destroy <br /> PZ-2 2012 2 20 10-20 Destroy <br /> PZ-3 2012 2 20 10-20 Destroy <br /> PZ-4 2013 1 15 10-15 Destroy <br /> a:Well depth from top of casing,measured on 4/28/2014. <br /> 6 Kleinfelder,"Hydrogeology of the Mossdale and Reiter Property,Lathrop,California', November 24, <br /> 2004. <br /> Soil Conservation Service,1992,Soil Survey of San Joaquin County. <br /> a Page,R.W., 1985,Geology of the fresh groundwater basin of the Central Valley,California,with texture <br /> maps and sections.U.S.Geological Survey Professional Paper 1401-C. <br /> 9 City of Lathrop—Crossroads WWTP Expansion Percolation Disposal Capacity Assessment: Land <br /> Application Area 3 Draft,Stantec,August 2013. <br /> HydroFocus, Inc. 3 <br />
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