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ARCHIVED REPORTS_1993
Environmental Health - Public
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ARCHIVED REPORTS_1993
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Last modified
7/17/2020 3:53:10 PM
Creation date
7/3/2020 11:04:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1993
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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SJGOV\rtan
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\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_1993.tif
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14. PHYSICAL SITE CONDITIONS REPORT <br /> Eight exploratory borings were drilled at the site in July of 1993 by RGH (1993). These <br /> borings, located along the edge and in the bottom of the quarry, penetrated to depths of from <br /> 9 to 25 feet. These existing borings encountered interbedded sand, silt, and gravel, with <br /> discontinuous silt and clay layers to a depth of 25 feet. Groundwater was not encountered <br /> during drilling. Local water wells indicate that groundwater is present at a depth of <br /> approximately 90 feet. The San Joaquin County Flood Control and Water Conservation District <br /> maintains an annual record of elevation of water in wells in San Joaquin County. Water at the <br /> site stands at elevation 70 MSL, or at approximate depth 90 to 95 feet below the ground surface <br /> and approximately 40 to 50 feet below the bottom of the existing pit. <br /> Estimated maximum precipitation and projected volume and pattern of runoff for the facility is <br /> discussed in Section I.A. of this report and in the Drainage Analysis included in Appendix C. <br /> B. MONITORING <br /> i <br /> t <br /> Monitoring for the Composting Facility will consist of 1) sampling and analysis of compost <br /> leachate, 2) monitoring of the compost end product to ensure that environmental health standards <br /> have been met and 3) monitoring of compost windrows for temperature, moisture, Ph etc. to <br /> ensure progress towards adequate material decomposition and fire protection. <br /> 1. COMPOST LEACHATE MONITORING <br /> All runoff from the concrete compost pad will be diverted via surface swales to an on-site lined <br /> evaporation pond and is considered compost leachate. Runoff will be generated from <br /> precipitation on the pad and from any runoff from moisture conditioning of material during <br /> normal operations although this portion is considered insignificant. One sample of compost <br /> leachate will be collected from each of the first five composting batches and analyzed for <br /> organo-phosphates, using EPA method 8140, and nitrates. A batch of compost material is <br /> considered as a volume equal to,1,000 cubic yards. Records shall be kept which document the <br /> source of each composting batch from which compost leachate is sampled. These records and <br /> analysis shall be submitted to the Local Enforcement Agency _and Regional Water Quality <br /> Control Board if required. If compost leachate fron%&e eve batches of composting <br /> material cannot be separated, then one batch sample will be coll=ected from the inlet to the lined <br /> evaporation pond. <br /> L:/PRO7ECT/397/MRF/RCI4.TCY December 15, 1993 <br /> 15 <br />
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