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SITE INFORMATION AND CORRESPONDENCE
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2900 - Site Mitigation Program
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PR0516259
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
11/19/2024 4:01:10 PM
Creation date
4/1/2020 3:37:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0516259
PE
2960
FACILITY_ID
FA0012534
FACILITY_NAME
BARREL TEN QUARTER CIRCLE LAND CO
STREET_NUMBER
21801
Direction
E
STREET_NAME
STATE ROUTE 120
City
ESCALON
Zip
95320
APN
20525002
CURRENT_STATUS
01
SITE_LOCATION
21801 E HWY 120
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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ATTACHMENT C <br /> -2- <br /> CEASE AND DESIST ORDER NO.R5-2003-0012 <br /> INFORMATION NEEDS FOR FOOD PROCESSING WASTE DISPOSAL TO LAND <br /> CANANDAIGUA WINE COMPANY,ESCALON CELLARS <br /> SAN JOAQUIN COUNTY <br /> 6. Site Man. Provide a scale map of the site showing the location and dimensions of all major <br /> buildings, roads and parking areas, process and wastewater treatment structures, drainage control <br /> structures, on-site wells, ponds, and wastewater application areas. <br /> 7. Treatment and Holding Ponds. Ponds must be designed to contain total annual precipitation using <br /> a rainfall return period of 100 years without exceeding two feet of freeboard unless you can <br /> provide certification by a California registered civil engineer, or geotechnical engineer, or <br /> engineering geologist that the integrity of the levees will be assured at lesser freeboard. Provide a <br /> description of the pond(s) including dimension, separation between groundwater and the pond <br /> invert, the presence or absence of a liner, and holding capacity. If a liner will be present, describe <br /> proposed materials and construction specifications. Provide calculations demonstrating that two <br /> feet of freeboard will be maintained under the conditions described above or lesser freeboard if <br /> certified as adequate to prevent overtopping, overflows, and levee failures. Describe how the <br /> ponds will be managed and maintained (e.g., sludge removal). <br /> 8. Soils. Provide information on soil types underlying ponds and/or wastewater application areas <br /> from the ground surface to the saturated zone. Soils information should include data from on-site <br /> borings, logged by a California registered geologist or civil engineer, and may include referenced <br /> data from published sources. <br /> 9. Groundwater. Provide information on the depth to first groundwater and its gradient and direction <br /> of flow for each area, based on data from wells of known construction that are perforated in the <br /> upper aquifer. If such data is not available, provide an estimate based on referenced data from <br /> published sources. <br /> 10. Surface Water. Provide slope and direction of surface drainage at the proposed facility and <br /> disposal area. Provide name and location of nearest surface water bodies (i.e., streams, lakes, <br /> storm water basins) that would receive storm water drainage from the proposed facility and <br /> disposal areas. Provide average annual precipitation and evaporation data, and the source of the <br /> data. <br /> 11. Source Water. Provide water quality and quantity information, and describe the source of water for <br /> the facility(e.g., on-site wells, canals, municipal supply). At a minimum, run a standard mineralsl <br /> analysis of facility source water. <br /> 12. Waste Management Plan. Provide a wastewater management plan that: <br /> a) discusses wastewater application in terms of <br /> (i) acreage and description of individual daily application areas <br /> (ii) irrigation type (e.g., sprinkler, furrow irrigation, etc.) <br /> (iii) furrow length and spacing or sprinkler type <br /> (iv) crops to be grown and harvested and season of cropping <br /> (v) frequency the application area(s) is/are scraped, disked, or ripped <br /> (vi) depth of application (inches) <br /> (vii) drying time (days) <br /> CAMy Documents\Wyels\O'Brien\C&D_R2.doc <br />
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