HomeMy WebLinkAboutNC0050105_NPDES Draft Permit_20061206Michael F. Easley, Govemor
= sy William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
December 6, 2006
Mr. M. J. Noland, P.E.
City of Fayetteville PWC J
P.O. Box 1089
Fayetteville, North Carolina 28302-1089
Alan W. Klimek, P.E. Director
Division of Water Quality
BEN iR®FRO
DEC 0 8 2006-
DWQ
Subject: Draft NPDES Permit
Permit NC0050105
Rockfish Creek WRF
Cumberland County
Dear Mr. Noland:
Enclosed with this letter is a copy of a draft permit for your facility. Please review the draft very carefully
to ensure thorough understanding of the conditions and requirements it contains.
The draft permit contains the following significant changes from your current permit:
> 2/month monitoring for copper silver and zinc have been added because these parameters presented
reasonable potential to exceed water quality standards based on the statistical analysis of the effluent
data.
> This permit already contains a monthly average ammonia (NH3-N) limit. In order to comply
with federal regulations, a corresponding weekly average ammonia limit has been added.
> Per your request, an additional effluent sheet has been added to this permit to accommodate
the anticipated Phase III upgrade to 28 MGD. The limits were based on modeling developed
in April 2002. )
> To support nutrient -sensitive modeling for the Middle Cape Fear watershed, the Division now requires
permit re -opener language for supplementary nutrient monitoring to be added to the permit.
> An effluent pollutant scan has been added to the permit. This scan is required to fulfill EPA's
application requirement for major municipal wastewater treatment facilities.
Please submit any comments to me no later than January 12, 2007. Comments should be sent to the
address listed at the bottom of this page. If no adverse comments are received from the public or from you, this
permit will likely be issued in January, with an effective date of March 1, 2007. If you have any questions or
comments concerning this draft permit, you may contact me at the telephone number (919). 733-5083 ext 508.
cc: NPDES Unit
ego office/Sudace lrotec
PA Region %Roosevelt Childress, Section C ief
Aquatic Toxicology Unit
PERCS
on
Sincerely,
Agyeman Adu-Poku
NPDES Western Program
None Carolina
,Naturally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone (919) 733-7015 Customer Service
Internet: www.ncwaterquality.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax (919) 733-2496 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
•
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission;
and the Federal Water Pollution Control Act, as amended, the
City of Fayetteville PWC
is hereby authorized to discharge wastewater from a facility located at
Rockfish Creek WRF
2536 Tracy Hall Road
Fayetteville, North Carolina
•Cumberland County
to receiving waters designated as the Cape Fear River in the Cape Fear River Basin in accordance with
effluent limitations, monitoring requirements, and, other conditions set forth in Parts I, IIIll, and IV
hereof.
The permit shall become effective
This permit and the authorization to discharge shall expire at midnight on October 31, 2011
Signed this day
DRAFT
Alan• W. Klimek, P.E.; Director
Division of Water Quality
By Authority of the Environmental Management Commission
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility,,whether for operation or discharge are hereby
revoked. As of this permit issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the,
permit conditions, requirements, terms, and provisions included herein.
The City of Fayetteville PWC is hereby authorized to:
1. Continue to operate an existing 16 MGD wastewater treatment plant located at the Fayetteville PWC-
Rockfish Creek WRF, 2536 Tracy Hall Road, Fayetteville; Cumberland County, and consisting of.
the following treatment components:
• Four (4) influent screw pumps
■ Four (4) influent parshall flume
■ Three (3) mechanical bar screens
• One (1) manual bar screen
■ Two (2) aerated grit chambers
• Grit washer
■ Five (5) activated sludge aeration basins
•■ Three (3) secondary clarifiers
• Six (6) sand filters
■ Chlorination with sodium hypochlorite
• Dechlorination with sodium bisulfate
• One (1) effluent parshall flume
• Cascade. reaeration
Sludge handling including two (2) gravity sludge thickeners, three (3) thickened sludge pumps, five (5)
aerobic digesters, and three (3) sludge storage tanks.
2. After receiving Authorization to Construct(s), construct and operate a 21, 24 and 28 MGD wastewater
treatment system; and
3. Discharge from said treatment works (via Outfall 001) into the Cape Fear River classified C waters in
the Cape Fear River Basin, at the location specified on the attached map.
($i11007 �!UrN� r91 p;rG{d
Rockfish Creek WRF
State Grid/Quad:
Latitude:
Receiving Stream:
Drainage Basin:
H 23 NE / Cedar Creek, NC
34° 58' 08" N
Cape Fear River
Cape Fear River Basin
Permitted Flow: 28 MGD
Longitude: 78° 49' 39" W
Sub -Basin: 03-06-15
Stream Class: C
NPDES Peiulit No. NC0050105
C'nmherland County
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Beginning upon the effective date of this permit and lasting until peimit expiration, the Permittee is authorized to discharge treated
wastewater from Outfall 001. Such, discharges shall be limited and monitored by the Permittee as specified below:
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r EFFLrUENT ='
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CHARACTERuaISTICS
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Flow
.' 16:0. MGD
Continuous
Recording
- I or E
CBOD, 5-day, 20°C 2
(Summer)
5.0•mg/1
« 7.5 mg/1
Daily '
Composite .
E, I
CBOD, 5-day, 20°C 2
(Winter)
10.0 mg/1
15.0 mg/1
Daily
Composite
E, I
Total Suspended Solids2
30.0 mg/1'
45.0 mg/1
Daily .
Composite '
E, I
NH3 as N (Summer) •
1.0 mg/1
3.0 mg/1
Daily
Composite
`E -
NH3 as N (Winter)
2.0 mg/1
6.0 mg/1
Daily
Composite
E
Total Residual Chlorine3
28 ug/1
Daily
Grab
E
Fecal Coliform (geometric •
mean)
200/100 ml
400/100,m1
Daily
. Grab
E
Dissolved Oxygen4
Daily -
Grab '
• E
Temperature
Daily
Grab
E
pH5
Daily
Grab '
E
Total Nitrogen
(NO2+NO3+TKN)
' Monthly -
Composite
E
Total Phosphorus
. Monthly
Composite
E .
Copper
'2/month
Composite
E
Silver
2/month
Composite
E
i
Zinc
2/month
Composite -,
E
Chronic Toxicity6
Quarterly
Composite
. E
Temperature
•
3/Week •
Grab
U, D
Dissolved Oxygen
.3/Week
Grab
U, D
Conductivity
3/Week
Grab
' U, D
Notes:
1. Sample locations: E-. Effluent, I- Influent, U- Upstream at Highway 87 boat ramp, D- Downstream at Dupont's water intake.
2. The monthly average effluent CBOD5 and TSS concentrations shall not exceed 15% of the respective influent value (85% removal).
3. TRC limitation and monitoring apply only if chlorine is added for disinfectionpurposes.
4. The daily effluent dissolved oxygen concentration shall not be less than 6.0 ing/l. -
5. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
6. Chronic Toxicity (Ceriodaphnia) at 3.5%; January, April, July, and October; refer to Special Condition A (5).
7. Instream (U, D) monitoring is waived as long as the permittee retains membership in the Middle Cape Fear River Basin Association. If
- membership is cancelled, the permittee will conduct instream monitoring at 3/Week (June -September) and weekly (October -May).
(Summer) = April 1- October 31
(Winter) = November 1 - March 31
There shall be,no discharge of floating solids or visible foam in other than trace amounts.
A. (2.) EFFLUENT LIMITATIONS, AND MONITORING REQUIREMENTS
Beginning upon receipt of the Engineer's Certification for completion of the 21 MGD expansion and lasting until permit expiration, the
Permitteeisauthorized to discharge treated wastewater from Outfall;001..Such discharges shall be liniited and monitored by the Permittee
as specified below:
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Flow
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" Continuous
Recording
I or E
CBOD, 5-day, 20°C 2 (Summer)
5.0 mg/1
7.5 mg/1.
' Daily
Composite
E, I
CBOD, 5-day, 20°C 2 (Winter)
10.0 mg/1
15.0 mg/1
Daily
Composite
E, I
Total Suspended Solids2
30.0 mg/1
45.0 mg/1
Daily
Composite
E, I
NH3. as N (Summer) •
1.0 mg/1
3.0.mg/1
Daily
Composite-
E
NH3 as N (Winter).-
2.0 mg/1
• 6.0 mg/1
Daily
Composite
E
Total Residual Chlorine3
28 ug/1
. Daily
Grab
E
Fecal Coliform (geometric
mean) •
200/100 ml
400/100 ml
Daily .
Grab
'E
Dissolved Oxygen
Daily
Grab
E
Temperature
Daily
Grab .
E
pH5
Daily
Grab
E
Total Nitrogen
(NO2+NO3+TKN)
Monthly
Composite
E
Total Phosphorus - ,
Monthly
Composite
E
Copper
2/month
Composite
.E
Silver
2/month
Composite
E
Zinc
2/month
Composite
E
Chronic Toxicity6
Quarterly
Composite
E
Temperature?
- 3/Week
. Grab
U, D
Dissolved Oxygen .
3/Week
Grab
U, D -
Conductivity7
3/Week
Grab
U, D
Notes:
1. Sample locations: E- Effluent, I —Influent, U- Upstream at Highway 87 boat ramp, D- Downstream at Dupont's water intake.
2. The monthly average effluent CBOD5 and TSS concentrations shall not exceed 15% of the respective influent value (85%
removal)..
3. TRC limitation and monitoring apply only if chlorine is added for disinfection purposes.
4. The daily effluent dissolved oxygen concentration shall not be less than 6.0 mg/I.
5. The pH shall not be less than 6.0 standard units nor greater than 9:0 standard units.
6. Chronic Toxicity (Ceriodaphnia) at 4.6%; January, April, July, and October; refer to Special Condition A(6).
7. Instream (U, D) monitoring is waived as long as the permittee retains membership in the Middle Cape Fear River Basin'
Association. If membership is cancelled, the permittee will conduct instream monitoring at 3/Week (June -September) and weekly.
(October -May).
(Summer) = April 1- October 31
(Winter) = November 1 - March 31
There shall be no discharge of floatingsolids or visible foam in other than trace amounts.
A. (3.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Beginning upon receipt of the Engineer's Certification for completion of the 24 MGD expansion and lasting until expiration,
the Permittee is authorized to discharge treated wastewater from Outfall 001. Such discharges shall be limited and monitored
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Location
Flow
24.0 MGD
Continuous
Recording
I or E
CBOD, 5-day, 20°C 2 (Summer)
5.0 mg/1
7.5 mg/1
Daily -
Composite
E, I
CBOD, 5-day, 20°C 2 (Winter)
10.0 mg/1
15.0 mg/1
Daily
Composite
E; I
Total Suspended Solids2
30.0 mg/1
45.0 mg/1
Daily
Composite
E, I
NH3 as N (Summer)
1.0 mg/1
3.0 mg/1
• Daily
Composite
E
NH3 as N (Winter)
2.0 mg/1
6.0 mg/1
Daily
Composite-
E
Total Residual Chlorine3
28 ug/1
Daily
Grab
E
Fecal Coliform (geometric mean)
200/100 ml
400/100 nil
Daily
Grab
E
Dissolved Oxygen
Daily
Grab
E
Temperature
Daily
Grab
E
pH5
Daily
Grab -
E
Total Nitrogen
(NO2+NO3+TKN)
Monthly
Composite
E
Total Phosphorus
Monthly
Composite
E
Copper
2/month
Composite
E
Silver
2/month
Composite
E
Zinc
2/month
Composite
E
Chronic Toxicity6
Quarterly
Composite
E
Temperature'
3/Week
Grab
s U, D
Dissolved Oxygen?
3/Week
Grab:
U, D.
Conductivity?
3/Week
Grab
U, D
Notes:
1. Sample locations: E- Effluent, I- Influent, U- Upstream at Highway 87 boat ramp, D- Downstream at Dupont's water intake.
2. . The monthly average effluent CBOD5 and TSS concentrations shall not exceed 15% of the respective influent value (85%
removal).
3. TRC limitation and monitoring apply only if chlorine is added for disinfection purposes.
4. The daily effluent dissolved oxygen concentration shall not be less than 6.0 mg/l.
5. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
6. Chronic Toxicity (Ceriodaphnia) at 5%; January, April, July, and October; refer to Special Condition A (7).
7. Instream (U, D) monitoring is waived as long as the permittee retains membership in the Middle Cape Fear River Basin
Association. If membership is cancelled, the permittee will immediately begin instream monitoring at 3/Week (June -September)
and weekly (October -May).
(Summer) = April 1- October 31
(Winter) = November 1 - March 31
There shall be no discharge of floating solids or visible foam in other than trace amounts.
A. (4.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Beginning upon receipt of the Engineer's Certification for completion of the 28 MGD expansion and lasting until expiration,
the Permittee is authorized to discharge treated wastewater from'Outfall 001. Such discharges shall be limited and monitored
by the Permittee as specified below:
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qtiiericY
Flow
28.0 MGD
Continuous ,
, Recording
I or E
BOD, 5-day, 20°C 2 (Summer)
5.0 mg/1
• 7.5,mg/1 '
Daily
Composite
E, I
BOD, 5-day, 20°C 2 (Winter)
10.0 mg/1
15.0 mg/1
Daily
Composite,
E, I
Total Suspended Solids2
30.0 mg/1
45.0 mg/1
Daily
Composite
E, I
NH3 as N (Summer)
1.0 mg/1
3.0 mg/1
Daily
Composite
E
NH3 as N (Winter)
2.0 mg/1
6.0 mg/1
Daily
Composite
E
Total Residual Chlorine3
28 ug/1
Daily
Grab
E
Fecal Coliform (geometric
mean)
200/100 ml
400/100 ml
Daily,
Grab
E .
Dissolved Oxygen
Daily
Grab
E '
Temperature
Daily
Grab
E •
pHs
Daily
Grab
E •
Total Nitrogen
(NO2+NO3+TKN)
Monthly
Composite
E
Total Phosphorus
Monthly
Composite
. E
Copper
2/month
Composite
E
Silver
2/month
Composite
E
Zinc
2/month
Composite
E
Chronic Toxicity6
Quarterly
Composite .
E
Temperature'
3/Week
Grab
• U, D -
Dissolved Oxygen
3/Week
Grab
U, D
Conductivity'
3/Week .
Grab
U, D
Notes:
1. Sample locations: E- Effluent, I- Influent, U- Upstream at Highway 87 boat ramp, D- Downstream at Dupont's water intake.
2. The monthly average effluent BOD5 and TSS concentrations shall not exceed 15% of the respective influent value (85% removal).
3. TRC limitation and monitoring apply only if chlorine is added for disinfection purposes.
4. The daily effluent dissolved oxygen concentration shall not be less than 6.0 mg/l.
5. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard 'units.
6. Chronic Toxicity (Ceriodaphnia) at 6%; January, April, July, and October; refer to Special Condition A (8).
7. Instream (U, D) monitoring is waived as long as the permittee retains membership in the Middle Cape Fear River Basin
Association: If membership is cancelled, the permittee will immediately begin instream monitoring at 3/Week (June -September)
and weekly (October -May).
(Summer) = April 1- October 31
(Winter) = November 1 - March .31
There shall be no discharge of floating solids of visible foam in other than trace amounts.
SPECIAL CONDITIONS
A.. (5.) CHRONIC TOXICITY PERMIT LIMIT (QRTRLY)- for 16 MGD
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia dubia at an effluent concentration of 3.5%.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the "North
Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or
"North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or
subsequent versions. The tests will be performed during the months of January, April, July, and October. Effluent
sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment
processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit
limit, then multiple -concentration testing shall be performed at a minimum, in each of the two following months as
described in "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998)
or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that does
have a detectable impairment of reproduction or survival. The definition of "detectable impairment," collection
_ methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase II Chronic
Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the-
pass/fail results and THP3B for the Chronic Value. Additionally, DWQ Form 'AT-3 (original) is to be sent to the
following address:
Attention: Environmental Sciences Section
North Carolina Division of Water Quality
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later than 30
days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature.
Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the
permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the
facility name, permit number, pipe number, county, and the month/year of the report with the notation of "No
Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences Branch at the
address cited above. •
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be
required during the following month. Should any test data from this monitoring requirement or tests performed by
the North Carolina Division of Water Quality indicate potential impacts to the receiving 'stream, this permit may be
re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an
invalid test and will require immediate follow-up testing to be completed no later than the last day of the month
following the month of the initial monitoring.
A. (6.) CHRONIC TOXICITY PERMIT LIMIT (QRTRLY)- for 21 MGD
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia dubia at an effluent concentration of 4.6%.
The permit holder shall perform at a minimum, _ uA arterly monitoring using test procedures outlined in the "North
Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or
"North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or
subsequent versions. The tests will be performed during the months of January, April, July, and October: Effluent
sampling for this testing shall be performed at the NPDES permitted fmal effluent discharge below all treatment.
processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below .the permit
limit, then multiple -concentration testing shall be performed at a minimum, in each of the two following months as
described in "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998)
or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that does
have a detectable impairment of reproduction or survival. The definition of "detectable impairment," collection
methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase II Chronic
Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the
pass/fail results and THP3B for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the
following address:
Attention: Environmental Sciences Section
North Carolina Division of Water Quality
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later than 30
days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature.
Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the
permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the
facility name, permit number, pipe number, county, and the month/year of the report with the notation of "No
Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences Branch at the
address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be
required during the following month. Should any test data from this monitoring requirement or tests performed by
the North Carolina Division of Water Quality indicate potential impacts to the receiving stream, this permit may be
re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an
invalid test and will require immediate follow-up testing to be completed no later than the last day of the month
following the month of the initial monitoring.
A. (7.) CHRONIC TOXICITY PERMIT LIMIT (QRTRLY)- for 24 MGD
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia dubia at an effluent concentration of 5%.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the "North
Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or
"North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or
subsequent versions. The tests will be performed'during the months of January, April, July, and October. Effluent
sampling for this testing shall .be performed at the NPDES permitted final effluent discharge below all treatment
processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit
limit, then multiple -concentration testing shall be performed at a minimum, in each of the two following months as
described in "North Carolina -Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998)
or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that does
have a detectable impairment of reproduction or survival. The definition of "detectableimpairment," collection
methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase II Chronic
Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the' Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the
pass/fail results and THP3B for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the
following address:
Attention: Environmental Sciences Section
North Carolina Division of Water Quality
1621 Mail Service Center
Raleigh, North Carolina . 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later than 30
days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and,ORC or approved designate signature.
Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the
permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the
facility name, permit number, pipe number, county, and the month/year of the report with the notation of "No
Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences Branch at the
address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be
required during the following month. Should any test data from this monitoring requirement or tests performed by
the North Carolina Division of Water Quality indicate potential impacts to the receiving stream, this permit may be
re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an
invalid test and will require immediate follow-up testing to be completed no later than the last day of the month
following the month of the initial monitoring.
A. (8.) CHRONIC TOXICITY PERMIT LIMIT (QRTRLY)- for 28 MGD
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia dubia at an effluent concentration of 6%.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the "North
Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or
"North Carolina Phase 11 Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or
subsequent versions. The tests will be performed during the months of January, April, July, and October. Effluent
sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment
processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit
limit, then multiple -concentration testing shall be performed at a minimum, in each of the two following months as
described in "North Carolina Phase 11 Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998)
or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that does
have a detectable impairment of reproduction or survival. The definition of "detectable impairment," collection
methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase II Chronic
Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the
pass/fail results and THP3B for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the
following address:
Attention: Environmental Sciences Section
North Carolina Division of Water Quality
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later than 30
days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature.
Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the
permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the
facility name, permit number, pipe number, county, and the month/year of the report with the notation of "No
Flow" -in the comment area of the form. The report shall be submitted to the Environmental Sciences Branch at the
address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be
required during the following month. Should any test data from this monitoring requirement or tests performed by
the North Carolina Division of Water Quality indicate potential impacts to the receiving stream, this permit may be
re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an
invalid test and will require immediate follow-up testing to be completed no later than the last day of the month
following the month of the initial monitoring.
A. (9.) ONSITE SPRAY IRRIGATION CONDITION
The spray irrigation of tertiary treated effluent around the existing wastewater treatment facilities is authorized by
the Division under the following conditions:
■ All irrigation shall occur within the fenced perimeter of the wastewater treatment plant with controlled public
access. In addition, appropriate notice shall be supplied at the facility entrance indicating that the area is being
irrigated with reclaimed water and should not be used for drinking.
■ The irrigation will supplement rainfall during dry periods of the year only.
■ The maximum application rate shall not exceed 0.25 inch/hour or 1.0 inch/day, and no runoff shall occur from
the irrigated areas.
■ The effluent applied will be calculated based on loading rate (volume/minute) and irrigation time, and data will
be recorded.
A. (10.) PERMIT RE -OPENER: SUPPLEMENTARY NUTRIENT MONITORING
Pursuant to N.C. General Statutes Section 143-215.1 and the implementing rules found in Title
15A of the North Carolina Administrative Code, Subchapter 02H, specifically, 15A NCAC
02H.0112(b)(1) and 02H.0114(a), and Part II, Sections B.12. and B.13. of this Permit, the Director of
DWQ may reopen this permit to require supplemental nutrient monitoring of the discharge. The
additional monitoring will be to support water quality modeling efforts within the Cape Fear River Basin,
and shall be consistent with a monitoring plan developed jointly by the Division and affected
stakeholders.
A. (11.) EFFLUENT POLLUTANT SCAN
The permittee shall perform an annual Effluent Pollutant Scan for all parameters listed in the table below
(in accordance with 40 CFR Part 136). The annual effluent pollutant scan samples shall represent seasonal
(summer, winter, fall, spring) variations over the 5-year permit cycle. Unless otherwise indicated, metals
shall be analyzed as "total recoverable." Additionally, the method detection level and the minimum level
shall be the most sensitive as provided by the appropriate analytical procedure:
Ammonia (as N) Trans-1,2-dichloroethylene Bis (2-chloroethyl) ether
Chlorine (total residual, TRC) 1,1-dichloroethylene Bis (2-chloroisopropyl) ether
Dissolved oxygen 1,2-dichloropropane Bis (2-ethylhexyl) phthalate
Nitrate/Nitrite 1,3-dichloropropylene 4-bromophenyl phenyl ether
Kjeldahl nitrogen Ethylbenzene Butyl benzyl phthalate
Oil and grease Methyl bromide 2-chloronaphthalene
Phosphorus Methyl chloride 4-chlorophenyl phenyl ether
Total dissolved solids Methylene chloride Chrysene
Hardness 1,1,2,2-tetrachloroethane Di-n-butyl phthalate
Antimony Tetrachloroethylene Di-n-octyl phthalate
Arsenic Toluene • Dibenzo(a,h)anthracene
Beryllium 1,1,1-trichloroethane . 1,2-dichlorobenzene
Cadmium
Chromium
Copper
Lead
Mercury
Nickel
Selenium
Silver
Thallium
Zinc
Cyanide
Total phenolic compounds
Volatile organic compounds:
Acrolein
Acrylonitrile
Benzene
Bromoform
Carbon tetrachloride
Chlorobenzene
Chlorodibromomethane
Chloroethane
2-chloroethylvinyl ether
Chloroform
Dichlorobromomethane
1,1-dichloroethane
1,2-dichloroethane
1,1,2-trichloroethane
Trichloroethylene
Vinyl chloride
Acid extractable Compounds:
P-chloro-m-cresol
2-chlorophenol
"2,4-dichlorophenol
2,4-dimethylphenol
4,6-dinitro-o-cresol
2,4-dinitrophenol
2-nitrophenol
4-nitrophenol
Pentachlorophenol
Phenol
2,4,6-trichlorophenol
Base -neutral compounds:
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(a)anthracene
Benzo(a)pyrene
3,4 benzofluoranthene
Benzo(ghi)perylene
Benzo(k)fluoranthene
Bis (2-chloroethoxy) methane
1,3-dichlorobenzene
1,4-dichlorobenzene
3,3-dichlorobenzidine
Diethyphalate
Dimethyl phthalate
2,4-dinitrotoluene
2,6-dinitrotoluene
1,2-diphenylhydrazine
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclo-pentadiene
Hexachloroethane
Ind eno (1, 2, 3 -c d)pyrene
Isophorone
Naphthalene
Nitrobenzene
N-nitrosodi-n-propylamine
N-nitrosodimethylamine
N-nitrosodiphenylamine
Phenanthrene
Pyrene
1,2,4-trichlorobenzene
Test results shall be reported to the Division in DWQ Form- DMR-PPA1 or in a form approved by the
Director, within 90 days of sampling. A copy of the report shall be submitted to each the NPDES Unit and
Central Files to the following address: Division of Water Quality, Water Quality Section, 1617 Mail
Service Center, Raleigh, North Carolina 27699-1617.
DENR / DWQ / NPDES Unit -
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
. NPDES Permit No. NC0050105
INTRODUCTION
The City of Fayetteville Public Works Commission (PWC) — Rockfish Creek Water
Reclamation Facility (WRF), herein called Rockfish Creek or the permittee, requires a
National Pollutant Discharge Elimination System (NPDES) permit to discharge treated
wastewater to the waters of the state. The permittee's 5-year NPDES permit expired at
midnight on October 31, 2006 and have requested renewal from the Division of Water
Quality. This Fact Sheet summarizes' background information and rationale used by the
Division to determine permit limits and monitoring frequencies.
FACILITY DESCRIPTION
Rockfish Creek is a publicly owned treatment works (POTW) utilizing a Grade IV
conventional treatment system to treat domestic and industrial wastewater. The treatment
system utilizes an influent pump station, a mechanical bar screen, grit removal device, dual
primary clarifiers, activated sludge system, secondary clarifiers, sand filters, chlorine contact
chamber, and aerobic digesters. Table 1. Summarizes the receiving stream characteristics and
facility description.
Table 1. Rockfish Creek WRF
Facility Information
Applicarit/Facility;Name:° '.-r,':
City of Fayetteville PWC / Rockfish Creek WRF
Applicant:iAddress: „. - ` : A;; ; ::
P.O. Box 1089, Fayetteville, North Carolina
Facility;Address:=����=;=`- _
;��`�.�.; �°;.--: � .:
2536 Tracy Hall Road, Fayetteville; North Carolina
,;
Permitted :Flow: ;'°'; `:. 's.. '"--' `'^:'
16/21/24/28 MGD
,.,Type: of Waste :_ ;; ,, ':.;
Domestic 99 %/ Industrial 1 %
Facility/PermitStattiStA 1,- ,:.;?
Renewal
County:` : `: -';J„
Cumberland
.
-
Miscella -
i 1 ':r
::rri =°`' „ 's .s; ,`
Receiving.Strea,
Cape Fear River
-:Regional:Office:;:,; ,: : <<;;;'', :'.
Fayetteville
_
Stream„_Classification • `-
C
`,State:Gri11 S,(1Liad -..2
:-.';,:._: _-
H 23 NE/ Cedar
Creek NC
.;;
_303(d)..Listed?=,'���K';''=°s��:�r��� �?:°;,,
No
.. ," . , >�.;>��
Permit:Writer :F R,,; : E
Agyeman Adu-Poku
,:- �:}' �;�
utitias�iii°;: _ �'�-'
- -
Date: `.-.; .. ...,. _t y.`,
.. :�:; :�i: ';_:,�..,;'
12/06/2006
-
Drainage Area (mi?): ` '?``
4420
F,
78° 49' 39" W
.,Surrirner:`7Q10.(cfs)
Winter 7Q10:(cfs) :';',
799
30Q2r(cfs): •=''•, ,}"n ;r:
900
Lat. 34° 58' 08" N Long.
`‘Merage'F oww (cfs) :'I' ; ;;„ : ' :,
4460
= WC` (%) '.. '' 'a-• i '%:
3.5/4.6/5.2/6.0
Fact Sheet
Renewal -- NPDES Permit NC0050105
Page 1
Rockfish Creek is a major municipality in Cumberland County, serves 105,860 people, and
three significant industrial users. Thefacility has permitted phased limits of 16,21,24, and 28
MGD was added during this renewal. For the past two years, monthly average flow varied
within the range of 11.5 — 14.2 MGD as reported in the Discharge Monitoring Report
(DMR). The permittee is a member of the Cape Fear Monitoring Coalition, and all its in -
stream monitoring is conditionally waived for the duration of its membership in the
Coalition. Rockfish Creek has three significant industrial users (-1% of the total flow) and a
full-scale pretreatment program; The permit will continue to require PWC to implement its
pretreatment program.
BASINWIDE PLAN
Cape Fear River [18-(26) a] from City of Fayetteville water supply intake to Peares (6.4
miles) is supporting aquatic life because no criteria were exceeded at site BA492 (Cape Fear
River Basinwide Water Quality Plan, 2005).
Dischargers will monitor nutrients at the frequencies set in their existing permits, which
should be consistent with those in the 2B .0508 rules. The permit will include a re -opener
Special Condition allowing the Division to incorporate monitoring requirements or other
conditions during this permit term if necessary to support water quality studies (Supplement
to NPDES Permitting Strategies Cape Fear River Basin, 2006).
WASTE LOAD ALLOCATION (WLA1
The last waste load allocation was done in 1995 and developed effluent limits and monitoring
requirements for BOD, ammonia and TSS, considering an in -stream waste concentration (IWC)
of 3.5, 4.6 and 5.2 % at 16, 21 and 24 MGD respectively. The waste load allocation was done
for BOD but for unknown reason, it was applied in the last permit as CBOD.
TOTAL RESIDUAL CHLORINE (TRC)
The permittee currently uses chlorine for disinfection. The Division has implemented TRC
policy to protect. aquatic life in the waters of the State and has adopted aquatic life standard for
TRC. A TRC limit of 28 ug/1 will be continued in this permit to be consistent with the Division's
TRC policy.
REASONABLE POTENTIAL ANALYSIS (RPA)
To establish a list of pollutants of concern (POCs), the Division examined Rockfish Creek's permit
application, pretreatment data, two years of Discharge Monitoring Reports (January 2004 through
September 2006), and the basin plan. The previous NPDES permit contain no metals
limits/monitoring; however, effluent metals data are collected quarterly under the Pretreatment
Long Term Monitoring Program (LTMP).
Fact Sheet
Renewal -- NPDES NC0050105
Page 2
The 2004 to 2006 LTMP data set were evaluated for arsenic, copper, cyanide, cadmium,
chromium, lead, mercury, molybdenum, nickel, silver, selenium, phenol, and zinc. There was no
detection for most of these parameters. RPA were performed on all the parameters that were
detected, see the results below. Also evaluation of the priority pollutant analysis in the permit
application indicated detection for chlorodibromomethane, chloroform, dichlorobromomethane,
and mercury; however, none of these pollutants presented reasonable potential to exceed
applicable water quality standard.
Reasonable potential analysis was performed on chromium, copper, cyanide, lead, molybdenum,
nickel, silver, and zinc.
Chromium - The maximum predicted concentration is less than the allowable concentration. No
limit/monitoring is recommended. Monitoring in LTMP will continue.
Copper — The maximum predicted concentration is greater than the allowable concentration. This
is an action level parameter. 2/month monitoring is added to this permit.
Cyanide - The maximum predicted concentration is less than the allowable concentration. No
limit/monitoring is recommended. Monitoring in LTMP will continue.
Lead - The maximum predicted concentration is less than the allowable concentration. No
limit/monitoring is recommended. Monitoring in LTMP will continue.
Molybdenum - The maximum predicted concentration is less than the allowable concentration.
No limit/monitoring is recommended. Monitoring in LTMP will continue.
Nickel - The maximum predicted concentration is less than the allowable concentration. No
limit/monitoring is recommended. Monitoring in LTMP will continue.
Silver - The maximum predicted concentration is greater than the allowable concentration. This
is an action level parameter. 2/month monitoring is added to this permit.
Zinc - The maximum predicted concentration is greater than the allowable concentration. This is
an action level parameter. 2/month monitoring is added to this permit.
WHOLE EFFLUENT TOXICITY (WET) TEST AND AMMONIA
Type of Toxicity Test:
Existing Limit:
Recommended Limit:
Monitoring Schedule:
Chronic P/F (Quarterly)
001: Chronic P/F @ 3.5/4.6/5/6%
001: Chronic P/F @ 3.5/4.6/5/6%
January, April, July, and October.
Fact Sheet
Renewal -- NPDES NC0050105
Page 3
The permittee has passed eighteen out of the nineteen WET tests from January 2002 to July
2006. See the attached WET testing summary.
COMPLIANCE REVIEW
DWQ - Fayetteville Regional Office (FRO) staff conducted an annual facility inspection and
Dale Lopez prepared a staff report dated June 22, 2006. The facility is in satisfactory condition
and in compliance with the permit. However, it was noted that temperatures of the effluent
composite refrigerator were not recorded adequately and some of the temperatures exceeded the
range of 1.0 to 4.4 degrees Celsius. It is recommended appropriate corrective actions should be
taken regarding the above -mentioned inadequacies. The FRO recommended issuing the permit
with limits for only 21 MGD but FONSI was issued for expansion so phased limits for 28 MGD
has been included.
DMR records indicated the facility had good compliance history during January 2004
through September 2006 reporting period. Facility had only one CBOD5 monthly average
limit exceedances in April 2006. CBOD5 permit limit is 5 mg/1 but the permittee reported 5.1
mg/1.
INSTREAM DATA REVIEW
Coalition instream monitoring data was reviewed for the period beginning January 2004
through January 2006. Instream monitoring is required for dissolved oxygen, conductivity,
and temperature. Monitoring is conditionally waived based on the participation in the Cape
Fear River Basin Monitoring Coalition. The analysis of DO, temperature, and conductivity
data showed that the facility might not impact the stream negatively. (Coalition Instream
Monitoring Data attached).
PROPOSED CHANGES
• Monitoring Frequencies:
■ 2/month monitoring for copper, silver and zinc have been added because these
pollutants presented reasonable potential to exceed water quality standards based
on the statistical analysis of the effluent data.
• Recent Expansion to 21 MGD. The previous permit issued on October 7, 2002 included
phased limits of 16, 21 and 24 MGD. In March 2003,. facility requested and received an
ATC for phase II upgrade from 16 to 21 MGD, which included four (4) influent screw
pumps, three (3) mechanical bar screens, one (1) manual bar screen, four (4) parshall
flumes, two (2) vortex grit collectors, three (3) grit pumps, and two (2) grit cyclones and
classifiers; aeration basin improvements; RAS piping improvements; a new chlorine
contact tank; outfall modifications; two (2) new 1.2 million gallon aerobic sludge
digesters; a new 5,000 SCFM blower for sludge aeration; miscellaneous site work. An
Fact Sheet
Renewal -- NPDES NC0050105
Page 4
engineer's certification for the completion of the phased II upgrade to 21 MGD has not
been received.
• Additional Expansion Request to 28 MGD design flow. In May 2006 PWC prepared a
SEPA EA for phased expansion to 28 MGD. and received a Finding of No Significant
Impact (FONSI) on May 19, 2006. The information presented for the SEPA EA also met
the requirements of the EAA for a flow justification,and engineering alternative analysis.
Speculative effluent limits for the proposed expansion to.28 MGD were developed on
June 27, 2003. These speculative effluent limits shall be placed in the proposed
expansion of 28 MGD design flow effluent limitation page. Speculative limits of BOD
rather than CBOD limits would be added to the 28 MGD phased effluent limitation page.
• Priority pollutant scan has been added to fulfill EPA's permit renewal application
requirement for major municipal wastewater treatment facilities.
PROPOSED SCHEDULE OF ISSUANCE
Draft Permit to Public Notice: December 6, 2006
Permit Scheduled to Issue: January 29, 2007
NPDES UNIT CONTACT
If you have questions regarding any of theabove information or on the attached permit,
please contact Agyeman Adu-Poku at (919) 733-5083 ext. 508.
NAME: DATE:
Regional Office Comments
Fact Sheet
Renewal -- NPDES NC0050105
Page 5
NAME:
DATE:
NPDES SUPERVISOR:
ATE: I c2 % tv
Fact Sheet
Renewal -- NPDES NC0050105
Page 6
References
1. NPDES Permit Application Standard Form 2A, City of Fayetteville, received by
, North Carolina Department of .Environment & Naturral Resources, Division of
Water,Quality, Raleigh, North Carolina, May 2006.
2. NPDES Regional .Staff Report and Recommendations for the Renewal, for the
City of Fayetteville, NPDES Permit No. NC0050105, • Fayetteville Regional
Office, June 2006.
3. NPDES Permit No.NC0050105 issued to the City of Fayetteville with expiration
October 2006,
4. Cape, Fear River Basinwide Water Quality Plan, North Carolina Department of
Environment & Natural Resources, Division of Water Quality, Raleigh, North
Carolina, October 2005.
5. • NPDES Waste Load Allocation Work Sheet, NPDES -Permit No. NC0050105, the
City of Fayetteville, North Carolina -Department of Environment & Natural
Resources, Division of Water Quality, Raleigh, North Carolina, 1995.
6. NPDES Whole Effluent Toxicity Test Results, May 2004 through May 2006,
North Carolina Department of Environment & Natural Resources, Division of
Water Quality, Environmental Services Section, Aquatic Toxicology Unit,
Raleigh, North Carolina, 2006. -
7. Discharge Monitoring Reports (DMR) for Effluent. (DEM Form MR-1) and
instream monitoring (DEM Form MR-3), NPDES NC0050105 for the City of
Fayetteville, . North Carolina Department of Environment & Natural Resources,
Division of Water Quality, Central File, Raleigh, North Carolina, 2006.
8. Limits and Monitoring for Cyanide & Metals, North Carolina Department of
Environment& Natural Resources, Division of Water Quality, Raleigh, North
Carolina, 1996.
Fact Sheet
Renewal -- NPDES-NC0050105
Page 7
Fact Sheet
Renewal -- NPDES NC0050105
Page 8