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CORRESPONDENCE_2009 - 2014
Environmental Health - Public
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4400 - Solid Waste Program
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PR0400042
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CORRESPONDENCE_2009 - 2014
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Last modified
12/29/2020 11:58:17 AM
Creation date
9/21/2020 12:24:46 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2009 - 2014
RECORD_ID
PR0400042
PE
4452
FACILITY_ID
FA0000120
FACILITY_NAME
OLIVERA FOOD INC
STREET_NUMBER
944
STREET_NAME
BOWMAN
STREET_TYPE
RD
City
FRENCH CAMP
Zip
95231
APN
19128019
CURRENT_STATUS
01
SITE_LOCATION
944 BOWMAN RD
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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05/26/2009 13:18 9518273 DOUGLAS KUNEY PAGE 10/10 <br /> wastes. I%Wing from a secondary lagoon reduces the solids pickup common in <br /> Primary lagoons due to seasonal water turnovers and biological mixing. <br /> Sizing of secondary lagoons is not clearly defied or critical. North <br /> Carolina recommendations are that the secohd lagoon hive a minimum of 90 days <br /> BtOrAV Ofwastewater generated as IndicaLed in Figure I plus enough volume <br /> for the combined 25-year, 24-hour rainfall storage frog both lagoons, <br /> POULTRY LAGOON HANAGMIM SUMMARY <br /> I- New lagoons should be filled one-half full wil water PX1vX to waste <br /> input, and the liquid maintained at or above the design treatment level. <br /> 2. When possible, manure loading of a new lagoon should begin in the spring <br /> to permit a good bacterial population to develop during the warm season. <br /> 1 <br /> 3. Lagoons should be loaded on a frequent regular bads avoiding large shock <br /> loadings which cause excessive odors and nutrient level fluctuations. <br /> 4. Apply one pound of agricultural lime per 1000 cu]c feet of lagoon volume <br /> when the lagoon liquid pH falls below 7 to optimiie bacterial digpxtion. <br /> 5. Mechanical aeration a" be used to control Odors, reduce nitrogen <br /> content, and reduce surface area but only at higliloperating costs. <br /> I <br /> 6. Solids separation and removal from raw wastes ei�her mechanically or by <br /> gravity settling can reduce the sludge buildup and` organic loading rate. <br /> 7, Ramove ,tluelee from 1ALSoons when 7$% of the design treatment volume has <br /> accumulated, <br /> 8. Prevent additions of bedding materials, long-stei=ed vegetation, molded <br /> feed, egg flats and other foreign material or debiis to lagoons. <br /> 9. Maintain Strict vegetation, rodent and varmint co'Lrol near lagoon edges. <br /> 10. Plan lagoon liquid drawdowns such that adequate I wastewater storage is <br /> available during wet seasons. <br /> 11. Do not lower the lagoon liquid level below the seasonal groundwater table <br /> i . <br /> 12. Irrigate lagoon liquid with equipmenL selected z� handle the particular <br /> waste characteristics, whenever the lagoon fills �P the top of the normal <br /> wastewater storage level, on field crops or grassland at agronomic rates. <br /> i <br /> 13. Locate pump intakes approximately 18 inches underneath the liquid surface <br /> and aA fAr from the waste inlet to the lagoon as possible. <br /> 14. Electric pump housings should be adequately grounded to prevent stray <br /> voltage from contributing to salt deposits on pump internal surfaces. <br /> I <br /> 15. Irrigate when odors gra- apt to be least offen_-L�,vc, on days with low <br /> humidity, or when breezes are blowing away from neighboring residences. <br /> 33 <br />
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