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SITE INFORMATION AND CORRESPONDENCE_CASE 2
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SITE INFORMATION AND CORRESPONDENCE_CASE 2
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Last modified
11/15/2019 1:40:39 PM
Creation date
11/15/2019 1:28:05 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
CASE 2
RECORD_ID
PR0505422
PE
2965
FACILITY_ID
FA0006902
FACILITY_NAME
TRACY WASTEWATER TX PLNT
STREET_NUMBER
3900
STREET_NAME
HOLLY
STREET_TYPE
DR
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
3900 HOLLY DR
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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1140 <br /> Response to Written Comments -5- 24 April 2007 <br /> City of Tracy WWTP <br /> San Joaquin County <br /> "(1) If the Discharger monitors pH continuously, pursuant to 40 CFR §401.17, for pH <br /> effluent limitations under continuous monitoring, the Discharger shall be in <br /> compliance with the pH limitation specified herein, provided that both of the following <br /> conditions are satisfied: (i) the total time during which the pH values are outside the <br /> required range of pH values shall not exceed 7 hours and 26 minutes in any calendar <br /> month; and (ii) no individual excursion from the range of pH values shall exceed 60 <br /> minutes." <br /> Request: Add the requested language related to compliance with the pH Limits. <br /> RESPONSE: Continuous pH monitoring is widely used by POTWs and is <br /> necessary to ensure proper operation of the Facility. Furthermore, the proposed <br /> Order includes instantaneous maximum and minimum effluent limitations for pH, <br /> which require continuous monitoring for compliance determination. <br /> The proposed compliance determination language is not appropriate for the <br /> City's discharge. The effluent limitations for pH in the proposed Permit are water <br /> quality-based effluent limitations necessary to protect the beneficial uses of the <br /> receiving water. The regulations cited in the City's comment are not applicable to <br /> the discharge. These regulations are for effluent limitations that have been set in <br /> accordance with effluent limitation guidelines (ELGs). ELGs are technology- <br /> based effluent limitations and are used for setting effluent limitations for non- <br /> municipal dischargers. <br /> CITY OF TRACY - NPDES COMMENT #11: Section N.A.1.a., Table 4, Aluminum <br /> Limits. The City asserts that the reasonable potential analysis for aluminum was <br /> conducted incorrectly using a Projected Maximum Effluent Concentration (MEC) of 140 <br /> pg/L under the TSD instead of the actual MEC of 74 pg/L as required under the SIP. <br /> The City also asserts that the US EPA chronic guidance criteria for aluminum of 750 <br /> pg/L (CMC) and 87 pg/L (CCC) used in the reasonable potential analysis is <br /> inappropriate and should be replaced by the secondary MCL values of 1000 and 200 <br /> Ng/L. <br /> Request: Redo Reasonable Potential Analysis using the actual MEC instead of a <br /> calculated, projected MEC. If an effluent limit is retained, impose limits no <br /> more stringent than 1.0 mg/L as a monthly average and 0.2 mg/L as a weekly <br /> average, which represent the MCL values. If this were done, the permit would <br /> contain a WQBEL for aluminum, but a compliance schedule and interim limits <br /> would no longer be necessary. <br /> RESPONSE: The actual maximum effluent concentration (MEC) for aluminum <br /> was 140 pg/L from a sample collected on September 1, 2005. Both the MEC and <br /> the maximum receiving water concentration for aluminum exceeds the water <br /> quality objective. Therefore, aluminum in the discharge has a reasonable <br /> Regional Water Quality Control Board, Central Valley Region <br /> Board Meeting—3/4 May 2007 <br /> Item#17 <br />
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