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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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within the range of all Central Valley ESUs of chinook salmon and steelhead trout,the Sacramento <br /> splittail, and the threespine stickleback. (Draft Biological Conference Opinion,page 181). <br /> B. The Permit Must Include A Water Quality Mass-Based Limit For Chlorine. <br /> There is a conflict between the Tentative Permit and the Information Sheet with respect to <br /> chlorine. The Tentative Permit includes a chlorine limit of 0.01 mg/1 (10µg/1) as a weekly average <br /> and 0.019 mg/1 (19}10) as a daily average. However,the information states that the Order <br /> contains effluent discharge limitations for total residual chlorine of 0.01 mg/l as a weekly average, <br /> and 0.019 mg/1 as an hourly average based on the ambient criteria to protect aquatic life. There is <br /> an obvious conflict between the Tentative Permit and Information Sheet. <br /> Our review of available data indicates that a proposed effluent limit for chlorine of 0.018 <br /> mg/l (19 µg/1) as a daily average would allow far higher hourly peaks and have significant impacts <br /> beyond those reported in the Tentative Permit. A chlorine daily average of 0.019 mg/1 would allow <br /> a conservative estimated hourly peak of at least 0.45 mg/l, (450µg/1)based on 24 one-hour <br /> samples or a peak of 2.73 mg/l (2,730 gg/1)based on ten-minute samples. <br /> EPA ambient water quality criteria development document(EPA 440/5-84-030) for <br /> chlorine shows that acute toxicity values range from 28 µg/1 for daphnia magna to 710 µg/1 for the <br /> threespine stickleback. The species mean acute value for rainbow trout was 61 µg/1. EPA <br /> recommends that freshwater species should be adequately protected if chlorine does not exceed 19 <br /> µg/1 more than once every three years on the average. The EPA Development Document for <br /> Ambient Water Quality Criteria states that if criteria are exceeded more than once in three years, <br /> irreparable harm will be done to aquatic life in receiving streams. The recommended exceedance <br /> frequent of three years is the EPA's best scientific judgment of the average amount of time it would <br /> take an unstressed system to recover from a pollution event in which exposure to chlorine exceeds <br /> the criterion. Stressed systems would be expected to require more time for recovery. <br /> A discharge of 0.45 mg/l (450µg/1) would exceed the LC50 for numerous fish and <br /> invertebrate species in addition to benthic organisms. It would equal EPA's recommended level of <br /> 19 µg/1 (one hour average, discharged once every three years) which is necessary for maintenance <br /> of a healthy stream even if the daily peak was maintained at 19 µg/1. It would also exceed the <br /> DFG's recommended limit of 0.02 mg/l (20µg/1) as a daily maximum. <br /> Finding 22 states that"Dredger Cut is a dead end slough,with minimal dilution in the <br /> vicinity of the discharge" and"[b]ecause available dilution within the mixing zone is negligible, <br /> and the mixing zone extends for at least 300 meters,the Board will not designate any mixing zone <br /> within which water quality objectives will not apply." The removal of chlorine is a fairly simple <br /> process. The Tentative Permit must contain chlorine concentration limits of).019 mg/l (19 µg/1) as <br /> DeltaKeeper,Tentative NPDES Permit,Lodi, 17 December 1999,Page 3. <br />
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