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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
Scanner
SJGOV\rtan
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FilePath
\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 -6— <br /> Waiver <br /> 6— <br /> Waiver of WDRs for Small Food Processors <br /> from coverage under this waiver. Animal slaughterhouses and/or meat processing facilities cannot <br /> be covered by this waiver. <br /> The waiver does not allow wastewater to be placed in impoundments(any sort of pond), whether <br /> for treatment, temporary storage, or long-term storage. The placement of concentrated waste in a <br /> pond has the potential to impact water quality, and in fact, has already impacted water quality at <br /> some wineries and food processors. The use of treatment or storage ponds will be regulated under <br /> either individual WDRs or a possible future General Order for land discharge. <br /> The waiver states that wastewater must not be applied to land 24 hours before a predicted storm, <br /> during a storm,24 hours after the storm ceases, or when the ground is saturated. This is a standard <br /> specification in land discharge permits, and is necessary to ensure that wastewater will not co- <br /> mingle with stormwater. In order to implement this specification, it is expected that the dischargers <br /> granted coverage under this waiver will either modify their operations so that they are not producing <br /> wastewater during storm events, or will have some method(such as an above ground or <br /> underground tank)to allow the wastewater to be stored during storm events. <br /> Report of Waste Discharge <br /> A Report of Waste Discharge (RWD) is necessary to describe an individual food processor's <br /> operation and to show that waste is(or will be)discharged in a manner that complies with the <br /> waiver. The waiver describes the items that are to be included in the RWD. The RWD is simple <br /> enough that an individual discharger should be able to complete it directly;there should be no need <br /> to hire a consultant. It should also be noted that the Board usually requires the items of a RWD <br /> pertaining to wastewater treatment, storage, and disposal be prepared under the direction of a <br /> Califomia Registered Engineer or Geologist. However, that is not required in this case. The RWD <br /> is to include a one-time filing fee that corresponds to the lowest threat and complexity site, as <br /> described in Title 23, California Code of Regulations, Section 2200. That filing fee is currently <br /> $400, and is necessary to cover staff s time to review the RWD, prepare the coverage letter, review <br /> the annual monitoring reports, and complete other administrative tasks. <br /> Annual Report <br /> An annual report is necessary for several reasons. First,the Board will need to review the waiver <br /> within five years, and will need to have data to show a history of compliance. Also, it is anticipated <br /> that many small food processors,especially wineries,will grow over time. An annual report is <br /> necessary to show that the discharger continues to meet the conditions of waiver, including the size <br /> and/or flow limitations. If a discharger exceeds the limits within this waiver,then it will be required <br /> to apply for individual WDRs or a General Order, as applicable. <br /> Outstanding Issues <br /> Septic Tank/Leachfield Discharges <br /> Staff realize that a number of small wineries currently discharge their wastewater to septic tanks and <br /> leachfields. While we concur that the volume of wastewater generated by crushing 70-80 tons of <br /> grapes is comparable to the volume generated by a large household(although a winery generates <br /> much larger volumes during crush),the strength of the winery wastewater is substantially stronger <br /> (as shown in the above table). Staff do not believe that soil beneath a subsurface leachfield is able <br />
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