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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) -4- <br /> CITY OF MANTECA AND CITY OF LATHROP <br /> SAN JOAQUIN COUNTY <br /> in the summer and 1032 cfs for non-summer months were used. Based on a probability analysis, these <br /> river flows are expected to occur one month every 35 years. <br /> Historical river pH, river ammonia concentrations, treatment plant effluent pH and effluent ammonia <br /> concentrations were reviewed to determine what values of these parameters would most likely occur <br /> during the seasonal conditions modeled. Probability plots were generated to determine what values of <br /> these parameters would most likely occur during summer and non-summer conditions at frequencies of <br /> one month every 35 years for the worst case mixing zone. <br /> Receiving water pH data was obtained from the Vernalis monitoring station and from the City of <br /> Stockton's R-1 River monitoring station, which is approximately 12 miles downstream of the discharge <br /> point. Data from these two sources was quite consistent, strongly indicating they are representative of <br /> the River at the discharge point. High river pH conditions were assumed for modeling purposes <br /> because ammonia is more toxic to aquatic life at higher pH. For acute toxicity calculations, the highest <br /> recorded river pH in a three-year period was used. For chronic toxicity, which involves a longer period <br /> of exposure, the highest 7-day average pH calculated during the three-year period was used. <br /> A wastewater effluent flow of 8.1.1 mgd was used for all cases, which is the maximum permitted flow <br /> under Order 97-115. <br /> The values of treatment plant effluent pH and ammonia concentrations used for modeling purposes <br /> were compiled from daily effluent data for pH and ammonia for 1994 through 1997. Daily data was <br /> directly used for acute mixing zone modeling. The same data was averaged over a 30-day period for <br /> the chronic mixing zone calculations. <br /> Ammonia toxicity values as a function of pH were obtained from the August 1998 US EPA Receiving <br /> Water Criteria for ammonia in fresh water. EPA updated its ammonia toxicity data in December 1999, <br /> however there were no significant changes for acute ammonia toxicity and only slight temperature <br /> correction changes for chronic toxicity. <br /> According to the US EPA document, acute toxicity is defined as the ammonia concentration at which <br /> death to aquatic organisms occurs after one hour of exposure. Exposure to "acute"concentrations for <br /> periods of time less than one hour should not produce death, although they might produce"chronic" <br /> impacts. The document also provides ammonia concentrations at which"chronic" impacts (e.g., <br /> impacts other than death, such as reduced weight gain, lower reproduction, etc.)occur when the <br /> organisms are continuously exposed to those concentrations for 30 days. Exposure to "chronic" <br /> concentrations for periods less than 30 days should produce no physiologic impacts on the aquatic <br /> organisms. <br />
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