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SITE INFORMATION AND CORRESPONDENCE_1985-2004
Environmental Health - Public
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SITE INFORMATION AND CORRESPONDENCE_1985-2004
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Last modified
7/23/2020 5:02:50 PM
Creation date
7/23/2020 4:28:31 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
1985-2004
RECORD_ID
PR0506303
PE
2965
FACILITY_ID
FA0001086
FACILITY_NAME
MANTECA PUBLIC WORKS
STREET_NUMBER
2450
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
24130050
CURRENT_STATUS
01
SITE_LOCATION
2450 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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INFORMATION SHEET•ORDER NO. 97-115 (revised) -8- <br /> CITY OF MANTECA AND CITY OF LATHROP <br /> SAN JOAQUIN COUNTY <br /> The Discharger has proposed different discharge conditions in summer and non-summer periods <br /> because of the historically lower ammonia effluent concentrations in the summer. <br /> PERMIT REVISIONS INCLUDE: <br /> • An ammonia limit of 31 mg N/1 during summer(June—September) and 35 mg N/1 during non- <br /> summer months (October—May) was added as a maximum discharge limitation. <br /> • Discharges to the San Joaquin River is restricted to when river flows assure continuous mixing <br /> of the effluent with river water to limit the zone of acute and chronic toxicity to a minimal area. <br /> These restrictive periods were modeled under worse case conditions and found for summer or <br /> non-summer conditions to be when river flow velocity are less than 0.56 to 0.69 feet per second <br /> (ft/sec), respectively. This permit restricts discharges to when river flows are less than 0.56 <br /> ft/sec from June to September and 0.69 ft/sec from October to May. <br /> • Revisions to this permit specify the construction of an effluent discharge diffuser to mitigate the <br /> effects of the discharge on benthic organisms. If it is found that the discharge affects benthic <br /> organisms with the diffuser in place, this Order will be reopened to consider further mitigation <br /> measures. <br /> • Revisions to this permit specify the use of existing effluent storage ponds to hold the volume of <br /> effluent discharged in 4 continuous hours at peak design dry weather flow conditions. The <br /> Discharger must provide design calculations showing the ponds will always have at least 2 feet <br /> of freeboard plus 2.5 million gallons additional capacity. The Discharger must also provide the <br /> operational criteria to be used for diversion of plant effluent to the storage ponds and for <br /> discharge from the ponds to the river. <br /> • To confirm the boundary conditions modeled in support of the permit revisions and to <br /> demonstrate the discharge does not cause acute or chronic toxicity outside the specified mixing <br /> zones, revisions to this permit require monitoring of the river for ammonia downstream of the <br /> acute and chronic mixing zones. If acute toxicity is found 40 feet beyond the discharge point or <br /> chronic toxicity is found 51 feet beyond the discharge point, then this Order will be reopened <br /> and effluent limitations added or amended for ammonia toxicity. <br /> • This permit allows a change in Effluent Bioassay testing. This permit allows dilution of the <br /> effluent with San Joaquin River water, in performing the bioassay testing, to better simulate the <br /> actual toxicity occurring in the receiving water. The City has found through studies that fish <br /> survive the 96-hour static bioassay and they are able to achieve full compliance with the acute <br /> toxicity requirements of their permit when their effluent ammonia concentrations are <br /> maintained at 10 mg./1 or less. In order to maintain continuous ammonia level of 10 mg/I or <br />
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