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2900 - Site Mitigation Program
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PR0009012
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Entry Properties
Last modified
11/1/2018 8:35:06 PM
Creation date
11/1/2018 12:00:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009012
PE
2960
FACILITY_ID
FA0004532
FACILITY_NAME
FRMR KEARNEY-KPF FACILITY
STREET_NUMBER
1624
Direction
E
STREET_NAME
ALPINE
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
11708006-09
CURRENT_STATUS
01
SITE_LOCATION
1624 E ALPINE AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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WASTE DISCHARGE REQUIREMENTS FOR -3- <br /> KEARNEY-KPF <br /> CLOSURE OF SURFACE IMPOUNDMENTS <br /> SAN JOAQUIN COUNTY <br /> edge of the facility and is immediately east of the Southern Pacific <br /> Railroad. The ditch has no inlet or outlet. <br /> 12. Land within 1000 feet of the facility is used for domestic and industrial <br /> purposes. <br /> 13. Silty clays and clayey silts immediately underlie the surface impoundments <br /> and are of low permeability, low to moderate plasticity and are increasingly <br /> calcareous with depth. These soils are within the upper 40 inches of the <br /> subsurface and belong to the Landlow adobe clay soil series as classified <br /> by the United States Department of Agriculture. The Landlow adobe clay is <br /> considered to be a secondary mineral soil derived from transported materials <br /> of mixed origin and represents an immature soil developed on the outer <br /> margins of the basin. <br /> CLIMATOLOGY <br /> 14. The facility receives an average of 15.75 inches of precipitation per year <br /> as measured at the Stockton Fire Station between the years 1931 and 1983. <br /> The mean evaporation for this facility is 66.92 inches per year measured <br /> at the Lodi Station between the years 1941 and 1983. <br /> 15. The 100-year, 24-hour precipitation event for the facility is 3.25 inches <br /> and the 1000-year, 24-hour precipitation event for the facility is 4.11 <br /> inches as measured at the Stockton Fire Station. <br /> 16. The facility is not within a 100-year floodplain. <br /> GEOLOGY AND HYDROGEOLOGY <br /> 17. The Tracy-Stockton Fault trends easterly-northeasterly across most of San <br /> Joaquin County. Displacement has been estimated to be several thousand feet <br /> and resulted in a structural high known as the Stockton Arch with the upward <br /> movement on the south side of the fault. The maximum credible earthquake <br /> associated with the Tracy-Stockton Fault is 5+ with a ground acceleration <br /> of 0.11 feet per second' (ft/ sec') . The facility is approximately 3.5 miles <br /> north of the trace of the Tracy-Stockton Fault. <br /> 18. Non-marine sediments which include the Mehrten, Laguna and Victor Formations <br /> are present beneath the facility. All of the wells at the site are <br /> installed in the Victor or Laguna Formations. The Laguna Formation <br /> conformably overlies the Mehrten Formation and has a maximum thickness of <br /> 1000 feet in the Stockton area. The Victor Formation conformably overlies <br /> the Laguna Formation and has a maximum thickness of 150 feet. <br />
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