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SU0002228
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2600 - Land Use Program
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UP-98-01
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SU0002228
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Last modified
5/7/2020 11:29:07 AM
Creation date
9/9/2019 9:04:23 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0002228
PE
2626
FACILITY_NAME
UP-98-01
STREET_NUMBER
18700
Direction
E
STREET_NAME
RIVER
STREET_TYPE
RD
City
RIPON
ENTERED_DATE
10/26/2001 12:00:00 AM
SITE_LOCATION
18700 E RIVER RD
QC Status
Approved
Scanner
SJGOV\rtan
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\MIGRATIONS\R\RIVER\18700\UP-98-01\SU0002228\APPL.PDF \MIGRATIONS\R\RIVER\18700\UP-98-01\SU0002228\CDD OK.PDF \MIGRATIONS\R\RIVER\18700\UP-98-01\SU0002228\EH COND.PDF \MIGRATIONS\R\RIVER\18700\UP-98-01\SU0002228\EH PERM.PDF
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EHD - Public
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r <br /> water softening will be considered in the Salinity Reduction Study. On this basis,it is also my suspicion <br /> that the high readings of TDS in March 2002(10,200 mg/L)and June 2002(13,500 mg(L)were drawn at a <br /> time when the winery waste stream did not reflect our typical composition. I suspect it may have contained <br /> a grab sample from a cold stabilization,water softener regeneration,or contained a significant quantity of <br /> wine and was not representative of the true composition of the winery waste for those months. <br /> It also appears that the incoming source water exceeds the WDR limit for TDS in the winery discharge. A <br /> sample drawn on March 7,2002 contained 570 mg/L of TDS and a second sample drawn April 16,2003 <br /> contained 550 mg/L. I am concerned that the quality of the incoming water will prevent us from being able <br /> to meet the WDR discharge limits. It therefore appears that,exclusive of costly reverse osmosis treatment <br /> of our water streams,some modification of the TDS limits in our existing WDRs may be appropriate. <br /> Conversion to a consumptive increase limit or an aereal loading limit(lb/acre•d)may be more appropriate <br /> than the existing concentration limit which is exceeded from the start within the source water. Perhaps a <br /> revision to theWDRs,or a conversion to the forthcoming General WDR,may be appropriate for <br /> consideration at the conclusion of the proposed Salinity Reduction Study. <br /> On the issue of lining the treatment pond,we are currently waiting for our ponds to dry out sufficiently to <br /> install a clay liner. We are in the process of testing to confirm the permeation rate of the clay we intend to <br /> use. It is our intention to line the treatment ponds with twelve inches of clay with a permeation rate of 8.1 <br /> X 10"8 cm/sec. Compared with two feet of clay with a permeation rate of 1.0 X 10-6 the 12 inches of less <br /> permeable clay will delay seep through from two years with the 24 inches of 1.0 X 10-6 cm/sec clay to <br /> twelve years with 12 inches of the 8.1 X10"8 cm/sec clay. <br /> It is our belief that the measures proposed herein,along with our current efforts to upgrade our winery <br /> wastewater management system,will result in substantial improvements towards compliance with the <br /> discharge standards. We appreciate your consideration of this proposal. Should you have any questions, <br /> please do not hesitate to contact me. <br /> Sincerely, <br /> .4 LT� <br /> Jeff Runquist <br /> Winemaker <br /> Cc Glenn Dombeck,P.E.,Techqua <br /> Ed Lee, Wallace Swanson International <br /> Mike Huggins, San Joaquin County Environmental Health Department <br /> Ron McManis,McManis Family Vineyards <br /> Joe Zilles,Kleinfelder <br />
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