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SU0005899
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SU0005899
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Last modified
5/7/2020 11:31:51 AM
Creation date
9/9/2019 11:09:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0005899
PE
2631
FACILITY_NAME
PA-0600033
STREET_NUMBER
10112
Direction
E
STREET_NAME
WOODBRIDGE
STREET_TYPE
RD
City
ACAMPO
APN
01723001
ENTERED_DATE
1/31/2006 12:00:00 AM
SITE_LOCATION
10112 E WOODBRIDGE RD
RECEIVED_DATE
1/31/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\W\WOODBRIDGE\10112\PA-0600033\SU0005899\APPL.PDF \MIGRATIONS\W\WOODBRIDGE\10112\PA-0600033\SU0005899\CDD OK.PDF \MIGRATIONS\W\WOODBRIDGE\10112\PA-0600033\SU0005899\EH COND.PDF \MIGRATIONS\W\WOODBRIDGE\10112\PA-0600033\SU0005899\EH PERM.PDF
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EHD - Public
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Staff Report -4— <br /> Waiver <br /> 4— <br /> Waiver of WDRs for Small Food Processors <br /> that crush over 80 tons of grapes would choose to haul off their wastewater. As stated above, <br /> crushing 80 tons of grapes produces approximately 100,000 gallons of wastewater. The average <br /> hauling/disposal rate charged by septic haulers is 25-30 cents/gallon of wastewater, leading to an <br /> annual cost of$25,000 to$30,000 to dispose of wastewater from a winery crushing 80 tons of <br /> grapes/year. If a winery has available land, it would probably be more cost effective to install an <br /> irrigation system to dispose of the wastewater at reasonable agronomic and hydraulic loading rates, <br /> than to tank/haul the wastewater. <br /> Based on this understanding, the waiver has been revised to state that it applies to any winery or <br /> small food processor, regardless of size, that chooses to tank/haul its wastewater. In addition, staff <br /> are recommending that the Regional Board consider rescinding General Order No.R5-2003-0029, <br /> the General Waste Discharge Requirements for the On-Site Storage and Off-Site Disposal of <br /> Wastewater Generated by Commercial Wineries Within the Central Valley Region. The net result <br /> of this action is that any small food processor that tanks/hauls its wastewater will be covered by a <br /> waiver,the Discharger will only pay a one-time filing fee instead of an annual fee,and will only <br /> submit an annual monitoring report instead of semi-annual monitoring reports. The waiver has been <br /> revised to include all applicable Discharge Specifications from General Order No.R5-2003-0029. <br /> Therefore, the waiver will protect water quality to the same degree as the General Order. <br /> Wastewater Disposal Methods <br /> This waiver is only applicable to those discharges of waste which have little potential to create <br /> nuisance conditions (odors, mosquitoes, flies,etc.) and have little potential to impact water quality. <br /> There are four main constituents in winery and other food processing wastewater that may impact <br /> water quality. As shown in the table below,the strength of winery waste is variable, depending on <br /> the season and the particular operation being performed. Monitoring data submitted to the Regional <br /> Board shows that these concentration ranges are fairly constant, regardless of the size of the winery. <br /> The peak wastewater strength and volume is generally during the grape crushing season,which <br /> takes place from about August to October. Other operations such as cleaning equipment and tanks <br /> can generate high strength waste streams. It also be should be noted that many small wineries have <br /> reduced their water use, and therefore they generate higher strength wastewater(i.e.,through less <br /> dilution). The wastewater strength from other food processors is also presented in the table. This <br /> data is from Reports of Waste Discharge and monitoring reports submitted by food processors <br /> currently regulated by the Board, and includes wastewater from fresh fruit packers (apple, cherry, <br /> apricot), prune dehydrators, seed producers, and a producer of soy/rice products. <br /> Other Small Domestic Groundwater <br /> Winery Food Sewage Criteria <br /> Constituent Units Concentration Processors Concentration <br /> PH pH units 2 - 11 5 -9 6 - 8 6.5-8.5 <br /> BOD mg/I 300- 12,000 1 -2,000 100 -400 None <br /> TDS (salts) mg/I 80-6,000 400-2,300 150- 1,000 450 <br /> Nitrogen mg/1 1 - 50 1 - 17 20 - 50 10 <br /> The application of wastewater to cropland at reasonable hydraulic and agronomic loading rates is a <br /> long-standing practice that is typically protective of the underlying groundwater. The nitrogen in <br /> the wastewater,as well as some of the salts, will be utilized by the crops. In a well-aerated soil,the <br />
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