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SITE INFORMATION AND CORRESPONDENCE 1980-1999
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0516806
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SITE INFORMATION AND CORRESPONDENCE 1980-1999
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Last modified
9/26/2019 8:48:37 AM
Creation date
9/26/2019 8:26:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
1980-1999
RECORD_ID
PR0516806
PE
2965
FACILITY_ID
FA0012817
FACILITY_NAME
WHITE SLOUGH WATER POLLUTION CONTRO
STREET_NUMBER
12751
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
LODI
Zip
95241
APN
05513016
CURRENT_STATUS
01
SITE_LOCATION
12751 N THORNTON RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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• i <br /> a 1-hour average and 0.01 mg/l (11 µg/1) as a 4-day average. Given the reasonable potential for <br /> exceeding a water quality standard,the Tentative Permit must also contain a mass limit for <br /> chlorine. <br /> C. A Defensible Reasonable Potential Analysis And Mass Limit For Electrical Conductivity <br /> Must Be Included In The Permit. <br /> EPA regulations at 40 CFR § 122.44(d)(1) establishes the basis for determining if there <br /> is an excursion of a numeric or narrative water criteria. The permit writer should use the maximum <br /> observed effluent concentration, or a statistically projected worst-case value,to calculate a <br /> projected in-stream concentration,under critical stream conditions. The Information Sheet <br /> discloses that only data collected between January 1998 through September 1999 was used to <br /> evaluate electrical conductivity. The Discharger's data demonstrates that, over the last two years, <br /> the EC of the effluent ranged from 550 to 700µmhos/cm. This time frame was during a relatively <br /> wet period and is clearly inadequate to evaluate potential impacts during critical conditions (i.e. <br /> droughts). <br /> The Information Sheet states that the Basin Plan objective for EC in the San Joaquin <br /> River at Jersey Point strives for an EC of between 740 and 2,200 µmhos/cm depending on flow <br /> conditions. However,Jersey Point is across the Delta close to the confluence of the San Joaquin <br /> with the Sacramento River. It is an area of high salinity. We believe that it inappropriate to use <br /> salinity at Jersey Point to evaluate impacts to the back sloughs in the vicinity of the Discharger's <br /> outfall. Recent data provided to the San Joaquin River Dissolved Oxygen TMDL demonstrates that <br /> substantial Sacramento River water is drawn thru the Cross Delta Channel into the Stockton Deep- <br /> Water Channel and San Joaquin River upstream of Stockton (personal communication, Chris Foe). <br /> In other words, total dissolved solids discharged into the White Slough are drawn to those areas of <br /> the Delta identified as impaired because of EC. <br /> There is little dilution in Dredger Cut and at least five agricultural intakes are in the <br /> immediate vicinity of the outfall. Limits must be included in the permit that are protective of nearby <br /> agricultural intakes. Since the Delta is impaired because of EC, mass limits for dissolved solids <br /> must be included in any permit issued. <br /> DeltaKeeper notes that Finding 5 in the Tentative Permit states that the Discharger's self <br /> monitoring reports indicate that total dissolved solids in waste water applied to fields ranged from <br /> 430 mg/1 to 1658 mg/1 and that the specific conductance ranged from 620µmhos/cm to 1694 <br /> µmhos/cm. Reclamation Specification D-11 states that"[s]tormwater runoff from the irrigation <br /> field shall not be discharged to any surface water drainage course within 30 days of the last <br /> application of reclaimed water. Salt leached during rain events may be discharged(or migrate <br /> through groundwater)into Dredger Cut in concentrations that exceed water quality standards. <br /> DeltaKeeper,Tentative NPDES Permit,Lodi, 17 December 1999,Page 4. <br />
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