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CORRESPONDENCE_1959 - 1989
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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CORRAL HOLLOW
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4400 - Solid Waste Program
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PR0440003
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CORRESPONDENCE_1959 - 1989
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Last modified
4/27/2021 2:22:37 PM
Creation date
1/27/2021 2:47:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1959 - 1989
RECORD_ID
PR0440003
PE
4434
FACILITY_ID
FA0003698
FACILITY_NAME
CORRAL HOLLOW LANDFILL
STREET_NUMBER
31130
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25303010
CURRENT_STATUS
01
SITE_LOCATION
31130 CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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r <br /> t STATE V.ATER RESOURCES CONTROL BO <br /> r <br /> INTERNAL MEMO <br /> , <br /> TO: Frank McDermott FROM: Jim Parsons <br /> Legal and Technical Services <br /> Central Valley Regional Board Division <br /> DATE- FEB 14 1980 SBGNATURE: -+�✓"'''�`"" <br /> SUBJECT: Tracy (Corral Hollow) Solid Waste Disposal Site, San Joaquin County <br /> We inspected the subject site February 7, 1980, together with Gene Fryling, <br /> Tracy sewage treatment plant supervisor. In addition, Daryl Scott, chemist <br /> for the City of Tracy showed us the location of the monitoring well that has <br /> been used for the last three or four years. <br /> Background: <br /> 1. Al Franks' March 9, 1976, memorandum to Richard Rose describes the site <br /> geohydrology and contains the recommendations: <br /> a. Clay or silty soils be used for the final cover. <br /> b. An impervious barrier with riprap be constructed at the base of the <br /> landfill to provide flood protection. <br /> /c. The prohibition of liquid waste. <br /> d. Surface water be controlled by drainage ditches and impervious cover. <br /> e. Groundwater monitoring be accomplished by sampling from a well on the <br /> property. <br /> 2. Joseph Wirth, Jr. , Assistant City Engineer for Tracy, November 28, 1972, <br /> letter to the Executive Officer contains a statement that a 300-foot well <br /> at the site encountered a small quantity of water at 40 feet and has since <br /> been abandoned and filled. Further., he includes a flood frequency analysis <br /> that indicates that a l0O-year flood flow would be on the order of 5,000 <br /> cubic feet per second. The letter did not, .however, include an indication <br /> as to the elevation of the 100-year flood flow relative to the solid waste , <br /> disposal site. <br /> 3. Waste Discharge Order No. 76=155 (typical Class II-2 solid waste disposal <br /> site requirements) was adopted by the Regional Board in 1976. The monitoring <br /> program included 'quarterly sampling of a downgradient water well. <br />
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