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SITE INFORMATION AND CORRESPONDENCE
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2900 - Site Mitigation Program
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PR0516611
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
1/15/2020 4:25:13 PM
Creation date
1/15/2020 4:17:01 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0516611
PE
2965
FACILITY_ID
FA0012706
FACILITY_NAME
BEAR CREEK WINERY
STREET_NUMBER
11900
Direction
N
STREET_NAME
FURRY
STREET_TYPE
RD
City
LODI
Zip
95240
APN
06116026
CURRENT_STATUS
01
SITE_LOCATION
11900 N FURRY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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TECHNICAL INFORMATION REQUIREMENTS Page 4 of 12 <br /> FOR A REPORT OF WASTE DISCHARGE <br /> 8. Preventive and contingency measures for controlling spills and accidental discharges. <br /> 9. Flood and frost protection measures (structural and operational) employed at the facility. <br /> 10.For debris, grit and screenings, sludge, and biosolids the following: <br /> a. A description of solids generation rates, on-site treatment and handling systems, and <br /> short-term storage procedures. <br /> b. A description of solids disposal practices. <br /> c. For facilities that do not have continuous sludge wasting systems (i.e., where sludge <br /> accumulates in treatment and/or storage ponds), the frequency of assessing accumulated <br /> sludge volume, the date of the last sludge volume assessment, the date of the last sludge <br /> cleanout, and expected frequency of future sludge cleanout activities <br /> 11.For each wastewater treatment, storage, or disposal pond and containment structure, provide <br /> the following information: <br /> a. Identification (name) and function of the pond. <br /> b. Surface area, depth, and volumetric capacity at two feet of freeboard. <br /> c. Height (relative to surrounding grade), crest width, interior slope, and exterior slope of <br /> each berm or levee. <br /> d. Materials used to construct each berm or levee. <br /> e. Description of engineered liner, if any. Include a copy of the Construction Quality <br /> Assurance (CQA) Report if one was prepared. <br /> f. Estimated steady state percolation rate for each unlined pond. <br /> g. Depth to shallow groundwater below the base and pond inverts. <br /> h. Overfilling/overflow prevention features. <br /> i. Operation and maintenance procedures. <br /> 12. For subsurface disposal systems, provide the design basis and documentation <br /> demonstrating that the system has been designed in accordance with applicable regulations, <br /> codes, ordinances, and guidelines. If the design deviates from these requirements, provide <br /> justification in terms of system longevity, maintainability, and groundwater protection. <br /> 13. If treated domestic effluent will be recycled for beneficial reuse or if wastewater will reused or <br /> land-applied 2, provide a complete description of the following: <br /> a. Ownership and contact information for each landowner .- <br /> b. Effluent disinfection system. <br /> c. Effluent conveyance systems. <br /> s Uses of recycled water that are limited to landscape irrigation (including golf courses) can be regulated under <br /> General WDRs issued by the State Water Board. See this webpage for more information: <br /> hftp://www.waterboards.ca.gov/water issues/programs/water recycling policy/landscape irrigation general <br /> permit.shtml. <br /> 3 Landowners are typically named in WDRs as co-dischargers, and the WDRs may include separate requirements <br /> with which co-dischargers must comply. <br />
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