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SITE INFORMATION AND CORRESPONDENCE CASE 2
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SITE INFORMATION AND CORRESPONDENCE CASE 2
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Last modified
8/5/2019 1:25:48 PM
Creation date
8/5/2019 10:50:52 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
CASE 2
RECORD_ID
PR0521881
PE
2960
FACILITY_ID
FA0014865
FACILITY_NAME
CALIFORNIA NATURAL PRODUCTS
STREET_NUMBER
1250
Direction
E
STREET_NAME
LATHROP
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19804001
CURRENT_STATUS
01
SITE_LOCATION
1250 E LATHROP RD
QC Status
Approved
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EHD - Public
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WASTE DISCHARGE REQUIREMENTS ORDER NO. - 10- <br /> PAT MITCHELL AND CALIFORNIA NATURAL PRODUCTS <br /> WASTEWATER TREATMENT AND DISPOSAL FACILITY <br /> SAN JOAQUIN COUNTY <br /> 3. Hydraulic loading of wastewater and irrigation water shall be at reasonable agronomic rates <br /> designed to minimize the percolation of process wastewater and irrigation water below the root <br /> zone (i.e., deep percolation) <br /> 4. The discharge of process wastewater, including runoff, spray or droplets from the irrigation <br /> system, shall not occur outside the boundaries of the 17.6 acre land application area of the 9.2 <br /> acre landscaped area. <br /> 5. The freeboard in the land disposal facility shall never be less than one foot as measured <br /> vertically from the water surface to the lowest point of overflow. The landscaped area shall be <br /> configured to prevent surface water from leaving the site. <br /> 6. Application of process wastewater to the 17.6 acre land application area via flood irrigation <br /> shall only occur on furrows graded so as to achieve uniform distribution,minimize ponding <br /> and provide for tailwater control. Furrow runs shall be no longer and slopes shall be no greater <br /> than what permits reasonably uniform infiltration and maximum practical irrigation efficiency. <br /> The minimum furrow slope shall not be less than 0.2%. <br /> 7. Wastewater application areas (e.g. furrows) shall be allowed to dry for at least 72 hours from <br /> the end of wastewater application. <br /> 8. The land application facility shall have sufficient capacity to accommodate allowable <br /> wastewater flow, design seasonal precipitation, and ancillary inflow and infiltration. Design <br /> seasonal precipitation shall be based on total annual precipitation using a return period of 100 <br /> years, distributed monthly in accordance with the historical rainfall patterns. <br /> 9. Application of wastewater to the land application area shall be performed in accordance with <br /> the approved Operation and Maintenance Plan required by Provision F.I.e. <br /> 10. There shall be no standing water in the disposal area 24 hours after wastewater is applied, <br /> except during periods of heavy rains sustained over two or more consecutive days. <br /> 11. Discharge to the designated disposal area shall be managed to minimize erosion and runoff. <br /> 12. The perimeter of the designated disposal area shall be bermed or graded to prevent ponding <br /> along public roads or other public areas. <br /> 13. The wastewater discharge shall not occur within a 50-foot wide buffer zone along any property <br /> lines adjacent to properties developed with residences. <br /> 14. The resulting effect of the wastewater discharge on the soil pH shall not exceed the buffering <br /> capacity of the soil profile. <br /> 15. The designated disposal area shall be managed to prevent breeding of mosquitoes. More <br /> specifically: <br /> cxq..nusi.xx n..xw�nrwoa ur.nu� <br />
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