NC0023949_Permit (Issuance)_20130617

NPDES DOCUMENT SCANNINO COVER SHEET
NC0023949
Goldsboro WWTP
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Renewal Application
Speculative Limits
Instream Assessment (67b)
Environmental Assessment (EA)
Permit
History
Document Date:
June 17, 2013
This document is printed on reuse paper - hors any
content on the reTerse side

ern
FThENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A. Reeder John E. Skvarla, Ill
Governor Acting Director Secretary
June 17, 2013
Mr. Scott Stevens, City Manager
City of Goldsboro
P.O. Drawer A
Goldsboro, NC 27533-9701
Subject: Final NPDES Permit
Permit NC0023949
Goldsboro WRF
Wayne County
Class IV Facility
Dear Mr. Stevens:
Division personnel have reviewed and approved your application for renewal of the
subject permit. Accordingly, we are forwarding the attached NPDES discharge permit.
This permit is issued pursuant to the requirements of North Carolina General Statute
143-215.1 and the Memorandum of Agreement between North Carolina and the U.S.
Environmental Protection Agency dated October 15, 2007 (or as subsequently
amended).There are no changes from the draft permit sent to you on March 26, 2013.
If any parts, measurement frequencies or sampling requirements contained in this
permit are unacceptable to you, you have the right to an adjudicatory hearing upon
written request within thirty (30) days following receipt of this letter. This request
must be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the office of Administrative Hearings, 6714
Mail Service Center, Raleigh, North Carolina 27699-6714. Unless such a demand is
made, this permit shall be final and binding.
Please take notice that this permit is not transferable. The Division may require
modification or revocation and reissuance of the permit. This permit does not affect
the legal requirements to obtain other permits, which may be required by the Division
of Water Quality, or permits required by the Division of Land Resources, Coastal Area
Management Act, or any other Federal or Local governmental permits may be required.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet www.ncwateraualitv.orq
�O e CSTO]tria
!Vaturallji
An Equal Opportunity l Affirmative Action Employer

City of Goldsboro
June 17, 2013
Page 2 of 2
If you have any questions or need additional information, please contact Ms. Teresa
Rodriguez at telephone number [phone].
Sincerely,
eIr Thomas A. Reeder
cc: NPDES Files
EPA Region 4
NPDES, Steve Reid (e-copy)
ESS/Ecosystems Unit, Attn. Carrie Ruhlman (e-copy)
Washington Regional Office / Surface Water Protection Section (e-copy)
Aquatic Toxicology Unit (e-copy)

Permit NC0023949
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 provisions of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Water Quality Commission, and the
Federal Water Pollution Control Act, as amended, the
City of Goldsboro
is hereby authorized to discharge wastewater from a facility located at
Goldsboro Water Reclamation Facility
714 Arrington Bridge Road (NCSR 1915)
Goldsboro
Wayne County
to receiving waters designated as the Neuse River in the Neuse River Basin
in accordance with the discharge limitations, monitoring requirements, and other conditions set forth
in Parts I, II, III, and W hereof.
This permit shall become effective August 1, 2013.
This permit and the authorization to discharge shall expire at midnight on January 31, 2018.
Signed this day
June 17, 2013.
61�T• mas A. Reeder, Acting Director
6// Division of Water Quality
By Authority of the Environmental Management Commission
1

Permit NC0023949
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge, are hereby revoked. [The
exclusive authority to operate this facility arises under this permit. The authority to operate the facility under
previously issued permits bearing this number is no longer effective.] The conditions, requirements, terms and
provisions of this permit authorizing discharge under the NPDES govern discharges from this facility.
City of Goldsboro
is hereby authorized to:
1. Continue to operate the existing wastewater treatment plant, which is approved for an average
design flow of 14.2 MGD and consists .of:
• five equalization basins (approximately 374 MG total volume)
• flow meter
• aerated grit chamber
• activated sludge units with biological nutrient removal and integral clarifiers
• RAS and WAS pump stations
• tertiary sand filters
• ultraviolet disinfection
• post -aeration
• flood -level effluent pump station
• residuals treatment/storage
2. Upon receipt of an Authorization to Construct permit from the Division, construct and operate
improvements to increase the average design flow of said treatment plant to 17.6 MGD.
3. Continue to operate a wetlands polishing system with capacity to provide advanced treatment
for up to 4.0 MGD of said treatment plant's effluent.
4. Discharge treated wastewaters from the treatment plant (Outfall 001) and from the wetlands
polishing system (Outfall 002) into the Neuse River, currently classified C-NSW waters in the
Neuse River Basin, at the locations specified on the attached map.
5. Continue to operate a water reclamation and distribution system to provide beneficial reuse for
treated effluent from the treatment plant, as approved pursuant to Permit No. WQ0017791.
;,

Permit NC0023949
USGS Quad #: F26SE, F27SW
Discharge Point
Outfall 001
Lat. 35° 20' 44"
Long. 77° 59' 59"
N
SCALE
1:24,000
(r" = 2000')
Outfall 002
Lat. 35° 20114"
Long. 77° 59' 53"
Location of Existing
Goldsboro Water
Reclamation Facility
City of Goldsboro NC0023949
Goldsboro Water Reclamation Facility
Receiving Stream:
Stream Classification:
River Basin:
Sub -Basin #:
HUC:
Neuse River
C, NSW
Neuse
03-04-05
03020202
111

Permit NC0023949
(This page intentionally left blank)

Permit NC0023949
A.(1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Outfall 001
[14.2 MGDI
(a.) Beginning on the effective date of the permit and lasting until start-up of treatment facilities with
average design flow greater than 14.2 MGD, but lasting no later than the expiration date of this
permit, the permittee is authorized to discharge treated municipal wastewater from Outfall 001
subject to the following effluent limitations and monitoring requirements:
Y
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-
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Average .
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:_Measure ent
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Frequency
_�.
_ Sa pi°ei
--=
:Type)
..;•Monthly
:� ;SamplerCHARACERISTICS,
�_ ., i
` ..Location,
!.:, :M1
.41T-rage
Flow
14.2 MGD
Continuous
Recording
El
CBOD, 5 day (200C)2
[April 1- October 3
4.0 mg/L
6.0 mg/L
Daily
Composite
Ii, El
5 day (200C)
[November 1- March 31]
8.0 mg/L
12.0 mg/L
•
Daily
Composite
Ii, El
Total Suspended Solids2
30.0 mg/L
45.0 mg/L
Daily
Composite
Ii, El
NH3 as N [April 1- October 31]
1.0 mg/L
3.0 mg/L
Daily
Composite
El
NH3 as N [November 1- March
31]
2.0 mg/L
6.0 mg/L
Daily
Composite
El
Dissolved Oxygen3
Daily
Grab
El
Dissolved Oxygen
3/Week
Grab
U, D
Fecal Coliform (geometric mean)
200/100 mL
400/100 mL
Daily
Grab
El
Total Residual Chlorine 4' 9
28 µg/L
Daily
Grab
El
TKN (mg/L)
Monitor & Report
1/Week
Composite
El
NO2-N + NO3-N (mg/L)
Monitor & Report
1/Week
Composite
El
TN (mg/L)6
Monitor & Report
I/Week
Composite
El
Total Monthly Flow (MG)
Monitor & Report
Monthly
Calculated
El
TN Load
Monitor & Report
199,822 lb/year (Annual Mass Loading)8
Monthly
Annually
Calculated
Calculated
El
El
Total Phosphorus 9
v
2.0 mg/L (Quarterly Average)
1/Week
Composite
El
Temperature (°C)
Daily
Grab
El
Temperature (°C)
3/Week
Grab
U, D
Chronic Toxicity10
Quarterly
Composite
El
Total Copper
Quarterly
Composite
El
pHii
Daily
Grab
El
Footnotes:
1. Sample locations: El - Effluent to Outfall 001, I1- Influent to WRF, U - Upstream at US Highway
117 South Bridge, D - Downstream at Highway 111 Broadhurst Bridge. Stream samples shall be
grab samples and shall be collected 3/Week during June - September and 1/Week during the
remaining months of the year. Instream monitoring is provisionally waived in light of the
permittee's participation in the Lower Neuse Basin Association. Instream monitoring shall be
conducted as stated in this permit should the permittee end its participation in the Association.
See Condition A.(10.) regarding potential sampling exemption.
2. The monthly average effluent CBOD5 and Total Suspended Solids concentrations shall not exceed
15% of the respective influent value (85% removal).
Parf• T Pacrta 1 of 1')

Permit NC0023949
A.(1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — Outfall 001
[14.2 MGD] (Continued)
Footnotes (cont.):
3. The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L.
4. Total residual chlorine is required only if chlorine is used as a disinfectant (or elsewhere in the
process).
5. The facility shall report all effluent total residual chlorine values reported by a NC certified
laboratory including field certified. However, effluent values below 50 µg/L will be treated as
zero for compliance purposes.
6. For a given wastewater sample, TN = TKN + NO3-N + NOrN, where TN is Total Nitrogen, TKN
is Total Kjeldahl Nitrogen, and NO3-N + NO2-N are Nitrate and Nitrite Nitrogen, respectively.
7. TN Load is the mass quantity of Total Nitrogen discharged in a period of time. Mass loadings for
Outfalls 001 and 002 shall be monitored and calculated as prescribed in Condition A.(5.), and the
combined annual mass loadings of the two outfalls shall not exceed the specified TN limit. See
Special Condition A.(5.), Calculation of TN Loads.
8. Compliance with this limit shall be determined in accordance with Special Condition A.(6.),
Annual Limits for Total Nitrogen.
9. The quarterly average for total phosphorus shall be the average of composite samples collected
weekly during the calendar quarter (January -March, April June, July -September, October -
December).
10. Chronic Toxicity (Ceriodaphnia dubia) P/F at 7.5%: January, April, July, and October [see Special
Condition A.(8.)]. Toxicity monitoring shall coincide with metals monitoring.
11. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be
monitored daily at the effluent by grab sample.
(b.) There shall be no discharge of floating solids or visible foam in other than trace amounts.
Part T . Pa aP 2 of 12

Permit NC0023949
A.(2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Outfall 001
[17.6 MGDI
(a.) Beginning upon start-up of treatment facilities with average design flow of 17.6 MGD, and lasting
no later than the expiration date of this permit, the permittee is authorized to discharge treated
municipal wastewater from Outfall 001 subject to the following effluent limitations and
monitoring requirements:
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Flow
17.6 MGD
Continuous
Recording
El
CBOD, 5 day (200C)2
[April 1— October 31]
4.0 mg/L
6.0 mg/L
Daily
Composite
Ii, El
CBOD, 5 day (20°C)2
[November 1— March 311
8.0 mg/L
12.0 mg/L
Daily
Composite •
I1, El
Total Suspended Solids2
30.0 mg/L
45.0 mg/L
Daily
Composite
Ii, El
NH3 as N [April 1— October 31]
1.0 mg/L
3.0 mg/L
Daily
Composite
El
NH3 as N [November 1— March
31]
2.0 mg/L
6.0 mg/L
Daily
Composite
El
Dissolved Oxygen3
Daily
Grab
El
Dissolved Oxygen
3/Week
Grab
U, D
Fecal Coliform (geometric mean)
200/100 mL
400/100 mL
Daily
Grab
El
Total Residual Chlorine 41 5
28 µg/L
Daily
Grab
El
TKN (mg/L)
Monitor & Report
1/Week
Composite
El
NO2-N + NO3-N (mg/L)
Monitor & Report
1/Week
Composite
El
TN (mg/L)6
Monitor & Report
1/Week
Composite
El
Total Monthly Flow (MG)
Monitor & Report
Monthly
Calculated
El
TN Load
Monitor & Report
199,822 lb/year (Annual Mass Loading)8
Monthly
Annually
Calculated
Calculated
El
El
Total Phosphorus 9
2.0 mg/L (Quarterly Average)
1/Week
Composite
El
Temperature (°C)
Daily
Grab
El
Temperature (0C)
3/Week
Grab
U, D
Chronic Toxicity10
•
Quarterly
Composite
El
pH11
Daily
Grab
El
Footnotes:
1. Sample locations: El - Effluent to Outfall 001, I1- Influent to WRF, U - Upstream at US Highway
117 South Bridge, D - Downstream at Highway 111 Broadhurst Bridge. Stream samples shall be
grab samples and shall be collected 3/Week during June - September and 1/Week during the
remaining months of the year. Instream monitoring is provisionally waived in light of the
permittee's participation in the Lower Neuse Basin Association. Instream monitoring shall be
conducted as stated in this permit should the permittee end its participation in the Association.
See Condition A.(10.) regarding potential sampling exemption.
2. The monthly average effluent CBOD5 and Total Suspended Solids concentrations shall not exceed
15% of the respective influent value (85% removal).

Permit NC0023949
A.(2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — Outfall 001
[17.6 MGM (Continued)
Footnotes (cont.):
3. The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L.
4. Total residual chlorine is required only if chlorine is used as a disinfectant (or elsewhere in the
process).
5. The facility shall report all effluent total residual chlorine values reported by a NC certified
laboratory including field certified. However, effluent values below 50 µg/ L will be treated as
zero for compliance purposes.
6. For a given wastewater sample, TN = TKN + NO3-N + NO2-N, where TN is Total Nitrogen, TKN
is Total Kjeldahl Nitrogen, and NO3-N + NO2-N are Nitrate and Nitrite Nitrogen, respectively.
7. TN Load is the mass load of TN discharged by the Permittee in a period of time. Mass loadings
for Outfalls 001 and 002 shall be monitored and calculated as prescribed in Condition A.(5.), and
the combined annual mass loadings of the two outfalls shall not exceed the specified TN limit.
See Special Condition A.(5.), Calculation of TN Loads.
8. Compliance with this limit shall be determined in accordance with Special Condition A.(6.),
Annual Limits for Total Nitrogen.
9. The quarterly average for total phosphorus shall be the average of composite samples collected
weekly during the calendar quarter (January -March, April -June, July -September, October -
December).
10. Chronic Toxicity (Ceriodaphnia dubia) P/F at 9.1%: January, April, July, and October [see Special
Condition A.(8.)]. Toxicity monitoring shall coincide with metals monitoring.
11. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be
monitored daily at the effluent by grab sample.
(b.) There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit NC0023949
A.(3.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - 002
(a.) Beginning on the effective date and lasting until the expiration date of this permit, the permittee
is authorized to discharge treated municipal wastewater from Outfall 002 subject to the following
effluent limitations and monitoring requirements:
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CHARAfcTERISTICS
x
Monthly Y
g
Weekly.
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,;Samples.
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How
4.0 MGD
Continuous
Recording
12
Flow
Continuous
Recording
E2
CBOD, 5 day (20°C)
[April 1— October 31]
4.0 mg/L
6.0 mg/L
Daily
Composite
E2
CBOD, 5 day (20°C)
[November 1— March 31]
8.0 mg/L
12.0 mg/L
•
Daily
Composite
E2
Total Suspended Solids
30.0 mg/L
45.0 mg/L
Daily
Composite
E2
NH3 as N [April 1— October 31)
1.0 mg/L
3.0 mg/L
Daily
Composite
E2
NH3 as N [November 1— March
31]
2.0 mg/L
6.0 mg/L
Daily
Composite
E2
Dissolved Oxygen
Daily
Grab
• E2
Fecal Coliform (geometric mean)
200/100 mL
400/100 mL
Daily
Grab
E2
Total Residual Chlorine 2, 3
28 µg/L
Daily
Grab
E2
TKN (mg/L)
Monitor & Report
1/Week
Composite
E2
NO2-N + NO3-N (mg/L)
Monitor & Report
1/Week
Composite
E2
TN (mg/L)4
Monitor & Report
1/Week
Composite
E2
Total Monthly Flow (MG)
Monitor & Report
Monthly
Calculated
E2
TN Loads199,822
Monitor & Report
lb/year (Annual Mass Loading)6
Monthly
Annually
Calculated .
Calculated
—
E2
E2
Total Phosphorus 1
.2.0 mg/L (Quarterly Average)
1/Week
Composite
E2 •
Temperature (°C)
Daily
Grab
E2
Conductivity
Daily
Grab
E2
Chronic Toxicity$
Quarterly
Composite
E2
pHs
Daily
Grab
E2
Footnotes:
1. Sample locations: E2 - Effluent to Outfall 002, at wetlands effluent pump station,12 - Influent to
constructed wetland polishing system.
2. Total residual chlorine monitoring is required only if chlorine is used as a disinfectant (or
elsewhere in the process).
3. The facility shall report all effluent total residual chlorine values reported by a NC certified
laboratory including field certified. However, effluent values below 50 µg/L will be treated as
zero for compliance purposes.
4. For a given wastewater sample, TN = TKN + NO3-N + NO2-N, where TN is Total Nitrogen, TKN
is Total Kjeldahl Nitrogen, and NO3-N + NO2-N are Nitrate and Nitrite Nitrogen, respectively.
5. TN Load is the mass load of TN discharged by the Permittee in a period of time. Mass loadings
for Outfalls 001 and 002 shall be monitored and calculated as prescribed in Condition A.(5.), and
the combined annual mass loadings of the two outfalls shall not exceed the specified TN limit.
See Special Condition A.(5.), Calculation of TN Loads.
n„r, T n., eve. K r%l 11

Permit NC0023949
A.(3.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — Outfall 002
(Continued)
Footnotes (cont.):
6. Compliance with this limit shall be determined in accordance with Special Condition A.(6.),
Annual Limits for Total Nitrogen.
7. The quarterly average for total phosphorus shall be the average of composite samples collected
weekly during the calendar quarter (January -March, April June, July -September, October -
December).
8. Chronic Toxicity (Ceriodaphnia dubia) P/F at 2.2%: January, April, July, and October [see Special
Condition A.(8.)]. Toxicity monitoring shall coincide with metals monitoring.
9. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be
monitored daily at the effluent by grab sample.
(b.)
There shall be no discharge of floating solids or visible foam in other than trace amounts.
A.(4.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL
(a.) Beginning on the effective date of the permit and lasting through the expiration date of the
permit, the Permittee is authorized to treat municipal wastewaters subject to the following flow
limitations and monitoring requirements:
1-4
See Footnote 1
'14)
easureme
Frequen f
iirrsi IN�G Q IkEME It
•
am e_
f
Daily
Calculated
See Footnotes 2,3
Footnotes:
1. The total monthly average flow through the water reclamation facility shall not exceed the flow
limitation currently in effect for Outfall 001, as specified in Condition A.(1.) or A.(2 .).
2. The sum of flows to Outfall 001 and to the Reuse Pump Station (includes Outfall 002 and off -site
reuse) shall not exceed the flow limitation specified in Footnote 1. Each of the component flows
shall be measured daily and combined to determine the total daily flow through the plant. The
monthly average flow shall then be calculated as the average of these daily flows.
3. The plant daily.and monthly average flows calculated as specified in Footnote 2 shall be reported
as "Flow - WRF" in the permittee's discharge monitoring reports (DMRs) and may be reported on
the DMR forms for Outfall 001.

Permit NC0023949
A.(5.) CALCULATION OF TOTAL NITROGEN LOADS
(a.) The Permittee shall calculate monthly and annual TN Loads as follows:
(b.)
(i.)
Monthly TN Load (pounds/month) = TN x TMF x. 8.34
where: TN = the average Total Nitrogen concentration (mg/L) of the composite
samples collected during the month
TMF = the Total Monthly Flow of wastewater discharged during the month
(MG/month)
8.34 = conversion factor, from (mg/L x MG) to pounds
(ii.) Annual TN Load (pounds/year) = Sum of the 12 Monthly TN Loads for the calendar year
The Permittee shall report monthly Total Nitrogen results (mg/L and pounds/month) in the
appropriate discharge monitoring report for each month and shall report each year's results
(pounds/year) with the December report for that year.
A.(6.) ANNUAL LIMITS FOR TOTAL NITROGEN
(a.) Total Nitrogen (TN) allocations and TN Load limits for NPDES dischargers in the Neuse River
basin apply on a calendar year basis.
For any given calendar year, the Permittee shall be in compliance with the annual TN Load limit
in this Permit if:
(i.) the Permittee's annual TN discharge is less than or equal to its TN Load limit, or
(ii.) the Permittee is a co-permittee member of a compliance association.
(c.) If the Permittee is not a co-permittee member of a compliance association and the Permittee's
cumulative annual TN discharge exceeds the effective TN Load limit in this permit at any point
during the calendar year, the Permittee is in violation of its TN Load limit, and each day of a
continuing violation shall constitute a separate violation.
(d.) The TN Load limit in this Permit (if any) may be modified as the result of allowable changes in
the Permittee's TN allocation.
(i.) Allowable changes include those resulting from purchase of TN allocation from the
Wetlands Restoration Fund; purchase, sale, trade, or lease of allocation between the
Permittee and other dischargers; regionalization; and other transactions approved by the
Division.
(ii.) The Permittee may request a modification of the TN Load limit in this Permit to reflect
allowable changes in its TN allocation. Upon receipt of timely and proper application, the
Division will modify the permit as appropriate and in accordance with state and federal
program requirements.
(iii.) Changes in TN limits become effective on January 1 of the year following permit
modification. The Division must receive application no later than August 31 for changes
proposed for the following calendar year.
(iv.) Application shall be sent to:
NCDWQ / NPDES Programs
Attn: Neuse River Basin Coordinator
1617 Mail Service Center
Raleigh, NC 27699-1617
(e.) If the Permittee is a member and co-permittee of an approved compliance association, its TN
discharge during that year is governed by that association's group NPDES permit and the TN
limits therein.
(b.)

(f.)
Permit NC0023949
(i.) The Permittee shall be considered a Co-Permittee Member for any given calendar year in
which it is identified as such in Appendix A of the association's group NPDES permit.
(ii.) Association roster(s) and members' TN allocations will be updated annually and in
accordance with state and federal program requirements.
(iii.) If the Permittee intends to join or leave a compliance association, the Division must be
notified of the proposed action in accordance with the procedures defined in the
association's NPDES permit.
(A) Upon receipt of timely and proper notification, the Division will modify the permit as
appropriate and in accordance with state and federal program requirements.
(B) Membership changes in a compliance association become effective on January 1 of the
year following modification of the association's permit.
The TN monitoring and reporting requirements in this Permit remain in effect until expiration of
this Permit and are not affected by the Permittee's membership in a compliance association.
A.(7.) TOTAL NITROGEN ALLOCATIONS
(a.) The following table lists the Total Nitrogen (TN) allocation(s) assigned to, acquired by, or
transferred to the Permittee in accordance with the Neuse River nutrient management rule (T15A
NCAC 02B .0234) and the status of each as of permit issuance. For compliance purposes, this table
does not supersede any TN limit(s) established elsewhere in this permit or in the NPDES permit
of a compliance association of which the Permittee is a Co-Permittee Member.
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Base
Assigned by Rule
(T15A NCAC 02B .0234)
12/7/97;
4/1/03
132,455
189,221
Active
Supplemental
Connection of Eureka,
NC0048062
—
404
578
Active
Supplemental
Connection of Wayne
County - Genoa IP,
NC0030392
—
5,662
8,088
Active
Supplemental
Connection of Walnut
Creek, NC0039233
10/11/2003
1,132
1,618
Active
Supplemental
Connection of Wayne
County Schools,
NC0034801
11/25/2003
121
173
Active
•
Supplemental
Connection of Wayne
County Schools,
NC0034819
11/25/2003
101
144
Active
Total
139,876
199,822
Active
Footnote:
1. Transport Factor = 70%
(b.) Any addition, deletion, or modification of the listed allocation(s) (other than to correct
typographical errors) or any change in status of any of the listed allocations shall be considered a
major modification of this permit and shall be subject to the public review process afforded such
modifications under state and federal rules.

Permit NC0023949
A.(8.) CHRONIC TOXICITY PERMIT LIMIT (Quarterly) — Outfalls 001 and 002
Outfall 001- The effluent discharge shall at no time exhibit observable inhibition of reproduction or
significant mortality to Ceriodaphnia dubia at an effluent concentration of 7.5% (14.2 MGD), or 9.1%
(17.6 MGD), whichever corresponds to the effluent limitations in effect for the outfall.
Outfall 002 - The effluent discharge shall at no time exhibit observable inhibition of reproduction or
significant mortality to Ceriodaphnia dubia at an effluent concentration 2.2%.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in
the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised December 2010, or
subsequent versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"
(Revised- December 2010) or subsequent versions. The tests will be performed during the months of
January, April, July and October. These months signify the first month of each three month toxicity
testing quarter assigned to the facility. Effluent sampling for this testing must be obtained during
representative effluent discharge and 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 -December 2010) 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:
North Carolina Division of Water Quality
Environmental Sciences Section
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 Section 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. Assessment of toxicity compliance is based on
the toxicity testing quarter, which is the three month time interval that begins on the first day of the
month in which toxicity testing is required by this permit and continues until the final day of the third
month.

Permit NC0023949
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.
If the Permittee monitors any pollutant more frequently then required by this permit, the results of
such monitoring shall be included in the calculation & reporting of the data submitted on the DMR &
all AT Form submitted.
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.) NON -DETECTION REPORTING AND DETERMINATION OF COMPLIANCE
When pursuant to this permit, a pollutant analysis is conducted using an approved analytical protocol
with the appropriate minimum detection level and a result of "non -detectable" or "below quantitation
limit" is obtained, the permittee shall record that result as reported. For the purpose of determining
compliance with a permit limit for the pollutant, the numerical value of that individual analytical result
shall be zero.
A.(10.) POTENTIAL INSTREAM SAMPLING EXEMPTION
Per 15A NCAC 2B .0505(c) (4), stream sampling (as well as influent/ effluent sampling) may be
discontinued when flow conditions could result in injury or death of the person(s) collecting the
samples. In such cases, on each day that sampling is discontinued, written justification shall be
specified in the monitoring report for the month in which the event occurred. This provision shall be
strictly construed and may not be utilized to avoid the requirements of this Section when performance
of these requirements is attainable. When there is discontinuancq pursuant to this provision, stream
sampling shall be resumed at the first opportunity after the risk period has ceased.
A.(11.) MERCURY MINIMIZATION PLAN
The permittee will develop and implement a mercury minimization plan during the term of this
permit. The MMP shall be developed 180 days from the effective day of the permit, and shall be
available for inspection on -site. A sample MMP was developed through a stakeholder review process
and has been placed on the Division website for guidance
(http: / /portal.ncdenr.org/web /wq/ swp /ps /npdes, under Mercury Minimization Plan). The MMP
should place emphasis on identification of mercury contributors and goals for reduction. Results shall
be summarized and submitted with the next permit renewal.
A.(12.) MULTIPLE SPECIES TOXICITY TESTING
The City of Goldsboro should conduct quarterly whole effluent toxicity testing for a 12-month period
using multiple species (minimum of two species) the year before the permit renewal application is due.
All information reported must be based on data collected through analysis conducted using 40 CFR
Part 136 methods. This data must comply with QA/QC requirements of 40 CFR Part 136 and other
appropriate QA/QC requirements for standards methods for analytes not addressed by 40 CFR Part
136.
Parr T Paco 1 fl of 19

Permit NC0023949
A.(13.) EFFLUENT POLLUTANT SCAN
a) The Permittee shall perform a total of three (3) Effluent Pollutant Scans for all parameters listed
below. One scan must be performed in each of the following years: 2015, 2016, and 2017. Analytical
methods shall be in accordance with 40 CFR Part 136 and shall be sufficiently sensitive to determine
whether parameters are present in concentrations greater than applicable standards and criteria.
Samples should be collected with one quarterly toxicity test each year, and must represent seasonal
variation [i.e., do not sample in the same quarter every year]. Unless otherwise indicated, metals
shall be analyzed as "total recoverable."
Ammonia (as N)
Chlorine (total residual, TRC)
Dissolved oxygen
Nitrate/Nitrite
Kjeldahl nitrogen
Oil and grease
Phosphorus
Total dissolved solids
Hardness
Antimony
Arsenic
Beryllium
Cadmium
Chromium
Copper
Lead
Mercury (EPA Method 1631E)
Nickel
Selenium
Silver
Thallium
Zinc
Cyanide
Total phenolic compounds
Volatile organic compounds:
Acrolein
Acrylonitrile
Benzene
Bromoform
Carbon tetrachloride
Chlorobenzene
Chlor o dibrornomethane
Chloroethane
2-chloroethylvinyl ether
Chloroform
Dichlorobromomethane
1,1-dichloroethane
1,2-dichloroethane
Trans-1,2-dichloroethylene
1,1-dichloro ethylene
1,2-dichloropropane
1,3-dichloropropylene
Ethylberizene
Methyl bromide
Methyl chloride
Methylene chloride
1,1,2,2 tetrachloroethane
Tetrachloroethylene
Toluene
1,1,1-trichloroethane
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
Bis (2-chloroethyl) ether
Bis (2-chloroisopropyl) ether
Bis (2-ethylhexyl) phthalate
4-bromophenyl phenyl ether
Butyl benzyl phthalate
2-chloronaphthalene
4-chlorophenyl phenyl ether
Chrysene
Di-n butyl phthalate
Di-n-octyl phthalate
Dibenzo (a,h) anthracene
1,2-dichlorobenzene
1,3-dichlorobenzene
1,4-dichlorobenzene
3,3-dichlorobenzidine
Diethyl phthalate
Dimethyl phthalate
2,4-dinitrotoluene
2,6-dinitrotoluene
1,2-diphenylhydrazine
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
. Hexachlorocyclo-pentadiene
Hexachloroethane
Indeno (1,2,3-cd) pyrene
Isophorone
Naphthalene
Nitrobenzene
N-nitrosodi-n propylamine
N nitrosodimethylamine
N-riitrosodiphenylamine
Phenanthrene
Pyrene
1,2,4-trichlorobenzene
Part T. PacrP 11 of 12

Permit NC0023949
b) Reporting. Test results shall be reported on DWQ Form A MR PPA1(or in a form approved by the
Director) by December 31st of each designated sampling year. The report shall be submitted to the
following address: NC DENR/ DWQ/ Central Files, 1617 Mail Service Center, Raleigh, North
Carolina 27699-1617.
Part I, Page 12 of 12

Rodriguez, Teresa
From: Ruhlman, Carrie
Sent: Thursday, April 18, 2013 8:28 AM
To: Rodriguez, Teresa
Subject: RE: Draft permit NC0023949
Hi Teresa,
Not sure if this permit has been issued yet or not, but I just wanted to let you know that I like your descriptions of the
ups/dns sampling locations. If you ever want to include the coordinates for sampling locations, that would be great too
(if you need those for any permit, just let me know, I'd be glad to help). The language you used about the Lower Neuse
Basin Association was also good! Thanks
Carrie Ruhlman
NC Division of Water Quality
Phone: [phone]
[e-mail]
http: / /portal.ncdenr.org/web /wq/ess/eco / coalition
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
A Please consider the environment before printing this e-mail.
From: Rodriguez, Teresa
Sent: Wednesday, March 27, 2013 3:11 PM
To: Reid, Steve; Ruhlman, Carrie; Meadows, Susan
Subject: Draft permit NC0023949
Enclosed is the draft permit for the City of Goldsboro for your review, it went to public notice today.
Thanks
Teresa
Teresa Rodriguez
Environmental Senior Specialist
Division Of Water Quality
919.807.6387
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties

NORTH CAROLINA
WAYNE COUNTY
AFFIDAVIT OF PUBLICATION
Before the undersigned, a Notary Public of said County and State, duly
commissioned, qualified, and authorized by law to administer oaths, per-
sonally appeared
Deborah White
who being first duly sworn, deposes and says: that he (she) is
Legal Clerk
(Publisher, or other officer or employee authorized to make affidavit) of
WAYNE PRINTING COMPANY, INC., engaged in the publication of a
newspaper known as GOLDSBORO NEWS-ARGUS, published, issued,
and entered as second class mail in the city of Goldsboro in said County
and State; that he (she) is authorized to make this affidavit and sworn
statement; that the notice or other legal advertisement, a true copy of
which is attached hereto, was published in GOLDSBORO NEWS-
ARGUS on the following dates:
March 29, 2013
and that the said newspaper in which such notice, paper, document, or
legal advertisement was published was, at the time of each , and every such
publication, a newspaper meeting all of the requirements and
qualifications of Section 1-597 of the General Statutes of North Carolina
and was a qualified newspaper within the meaning of Section 1-597 of the
General Statutes of North Carolina.
This 10th day of
e 'e
(Signature of person making affidavit)
Sworn to and subscribed before me, this
10th
,2013
day of
My Commission expires:,
CLIPPING OF LEGAL
ADVERTISEMENT
ATTACHED HERE
PrUBUC NOTICE
North Carolina Environmental
Management
Commission/NPDES Unit
1617 Mall Service Center
Raleigh, NC 27699-1617
Notice of Intent to Issue a
NPDES Wastewater Permit
The North Carolina Environ-
mental Management Com-
mission proposes to issue a
NPDES wastewater discharge
permit to the person(s) listed
below. Written comments re-
garding the proposed permit
will be accepted until 30 days
after the publish date of this
notice. The Director of the NC
Division of Water Quality
(DWQ) may hold a public
hearing should there be a sig-
nificant degree of public in-
terest. Please mail comments
and/or information requests
to DWQ at the above address.
Interested persons may visit
the DWQ at 512 N. Salisbury
Street, Raleigh, NC to review
information on Tile. Additional
information on NPDES per-
mits and this notice may be
found on our website:
littp://portal.ncdenr.org/web/
wglswp/ps/npdes/calendar,
or by calling [phone].
The City of Goldsboro, Golds-
boro Water Reclamation Fa-
cility, NPDES Permit No.
NC0023949, has applied for
renewal of its permit dis-
charging treated municipal
wastewater to the Neuse
River in the Neuse River Ba-
sin.
Legal #226
March 29, 2013

DENR/ DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0023949, Goldsboro WRF
Facility Information
Applicant/Facility Name:
City of Goldsboro/ Goldsboro Water Reclamation Facility (WRF)
Applicant Address:
P.O. Drawer A, Goldsboro, NC 27533-9701
Facility Address:
714 Arrington Bridge Road, Goldsboro, NC 27533-9701
Permitted Flow
14.2 MGD (with a phased flow to 17.6 MGD)
Type of Waste:
13% Ind., 87% Domestic (at permitted flow)
Facility/Permit Status:
Renewal
County:
Wayne
Miscellaneous
Receiving Stream:
Neuse River
Regional Office:
WaRO
Stream Classification:
C NSW
SI: 27-(56)
Quad
F26SE
303(d) Listed?:
No
Permit Writer:
Teresa Rodriguez
Subbasin:
030405
Date:
3/18/2013
Drainage Area (mi2):
2399
..,,;
Summer 7Q 10 (cfs)
271.1 (regulated)
-
Winter 7Q10 (cfs):
Average Flow (cfs) :
1315.7
IWC (%):
7.5% (14.2 - 001)
9.1% (17.6 - 001)
2.2% (4.0 -002)
Primary SIC Code:
4952
Summary
The City of Goldsboro owns and operates a 14.2 MGD water reclamation facility (WRF) and
discharges treated municipal wastewater (industrial and domestic) to the Neuse River. The
City's current NPDES permit for the discharge was last issued on June 16, 2008 with an
expiration date of January 31, 2013. The City submitted a permit application on July 13, 2012
and additional information on February 27, 2013.
The City's treatment system consists of: five equalization basins with an approximate total
volume of 374 MG, activated sludge with biological nutrient removal (Carousel units with
integral clarifiers), RAS/WAS pump stations, effluent filtration (traveling bridge filters), UV
disinfection, and re -aeration, flood -level effluent pumping, waste sludge discharge to holding
ponds for treatment and storage and filter presses for dewatering. Outfall 001 is the discharge
from the treatment plant. After treatment a portion of the effluent is routed to a constructed
wetlands polishing system for polishing and additional nutrient removal. The wetland's
discharge is outfall 002.
This NPDES permit includes limits for 14.2 and 17.6 MGD flows for Outfall 001. Both effluent
pages will remain in the permit as the facility has not expanded beyond 14.2 MGD. Conditions
for the reuse of treated effluent are covered primarily under Non -discharge Permit No.
WQ0017791. The Division again proposes language in this NPDES permit to acknowledge the
reuse and to link the two permits.
Goldsboro has a full pretreatment program through the Division of Water Quality's
Pretreatment Unit with 7 permitted SIUs. This program will continue to be implemented in
accordance with the permit.
NC0023949 Goldsboro WRF
NPDES Renewal
Page

The City requested a modification to increase the pH limit to 10 SU. Due to algae growth within
the wetland the pH is occasionally high and above to the upper limit of 9 SU. The City only
runs the wetland polishing system seasonally when algae growth and pH are low. The limits for
pH (6 to 9 SU) are secondary treatment standards for POTWs established in 40 CFR 133 and
adopted as water quality standards for C waters in North Carolina. Before exploring a variance
on secondary treatment limits the operation of the treatment system shall be optimized by
utilizing operational controls or pH controls to attempt to meet secondary treatment limits.
The current pH limits will remain in the permit.
Water Quality Considerations:
The Goldsboro WRF facility discharges to the mainstem of the Neuse River, HUC 03020202.
This segment of the Neuse River is currently rated as supporting for aquatic life.
Nitrogen
The Environmental Management Commission adopted Nutrient Management Strategy rules in
December 1997, classifying the entire Neuse River Basin as Nutrient Sensitive Waters. The
point source rule (T15A NCAC 2B .0234) sets Total Nitrogen (TN) discharge limits for all point
source dischargers larger than 0.5 MGD. The rule also allows dischargers to form a group
compliance association and work together to reduce nitrogen; this option allows the association
members added flexibility in controlling nitrogen discharges. At the same time, the association
is subject to a group NPDES permit ensuring that the association and its individual members
are accountable if they exceed the applicable nitrogen limits.
Under the rule, there are three types of TN limits in the Neuse: the individual limits in the
dischargers' individual permits, the aggregate limit in an association's group NPDES permit,
and the individual allocations/limits for each Association member, also in that association
permit. A discharger may be subject to the first type of limit, or to the second and third, but
never to all three at the same time. The discharger is first subject to the TN limit (if any) in its
individual NPDES permit. If the facility becomes a co-permittee to a compliance association's
group NPDES permit, it is then governed by the TN limits in that permit. If the association
complies with its group TN limit in a given year, all members are deemed to be in compliance
with their individual allocations/ limits in the group permit. If the association exceeds its limit,
the members then become subject to their individual allocations/ limits as well.
Regardless of which permit governs a TN discharge, allocations/ limits will likely change over
time as the dischargers purchase, sell, trade, lease, or otherwise transfer nitrogen allocations.
The Division will modify the affected permits as necessary to ensure that the limits are kept up
to date and reflect any such transactions.
Data Review and Compliance Summary:
Outfall 001 (WRF outfall)
Data were reviewed for the period of January 2008 to December 2012. No limit violations were
reported.
Other than conventional parameters, the parameters sampled in the application for Outfall 001
only had above detection levels for mercury, zinc, and total phenolic compounds. All
parameters detected concentrations were below allowable concentrations. No changes are
proposed based on information in the permit application (phenolics are a concern in water
supply — and this is not a water supply classified water body).
The permit currently requires a quarterly P/F toxicity test for Chronic Ceriodaphnia at 7.5%
(14.2 MGD) and 9.1% (17.6 MGD). The facility passed all the toxicity tests.
NC0023949 Goldsboro WRF
NPDES Renewal
Page 2

Among the parameters tested through the pre-treatment program only mercury, nickel and
chromium were detected but at concentrations well below the allowable concentrations. All
other parameters were below detection levels.
Reasonable Potential Analyses (RPA) results:
A reasonable potential analysis was performed for chromium, nickel, mercury, copper and zinc.
Copper presented reasonable potential to exceed the standard but since copper is an action
level standard no limit will be implemented. See Attached RPA results.
Mercury Evaluation:
A mercury evaluation was conducted in accordance with the Permitting Guidance developed
for the implementation of the statewide Mercury TMDL to determine the need for a limit and
Mercury Minimization Plan (MMP). A summary of the mercury evaluation is presented in Table
1. Based on dilution the allowable concentration for mercury is 160 ng/l. Annual averages and
maximum concentrations are below the WQBEL and the TBEL. The maximum concentration
detected is greater than 1 ng/ L, therefore a Mercury Minimization Plan will be required in the
permit.
Table 1. Mercury Summ
:f r
t .,=, 4QS,..S E
2009 `
2010 .
0,1:.
2012
Number of samples
4
4
4
4
3
Annual Average (ng/L)
1.83
0.37
0.74
0.5
1.11
Annual Maximum (ng/L)
3.83
0.8
1.64
0.5
1.72
TBEL (ng/L)
47
WQBEL (ng/L)
160
Permit Requirements/Proposed Changes:
Table 2. Outfall 001 Permit Conditions and Proposed Changes
�. __
ParametersA fected
„ `.��.. •.�!�
Cliaage ;froxa �re�.v•ous x
7� r , Y---x
+ ;'Per;�nit ��;.�:r , �.�, - �a� _ ,..=
Basis foie Condit•oal�a -;
r /y age ,,
��.. 3,, aj��.:��,s.; h,_,, ��3��-4�.E�_. �: �..... -
���.- -�-.�� : _..�#
Flow
...,
No Change
Effluent sheets for 14.2
and 17.6 MGD
Permittee's flow projections, consistent
with approved FONSI and 201
Facilities Plan
CBODS
No Change
DWQ strategy for the Neuse River
Basin (NRB WQ Mgmt. Plan, 1998)
NH3-N
No Change
DWQ policy/EPA agreement; 40 CFR
122 Federal requirement
TSS
No change
NPDES rules for secondary treatment
of domestic wastewater: T15A 2B
.0400
Fecal coliform, D.O.,
pH
No Change
State WQ standards, T15A 2B .0200
Total residual
chlorine
No Change
State WQ standards, T15A 2B .0200
Total Nitrogen
No change
T15A 2B .0234, Nutrient Mgmt.
Strate , Neuse River Basin
Total Phosphorus
No Change
T15A 28 .0234, Nutrient Mgmt.
Strategy, Neuse River Basin
Toxicity
No Change
State WQ standards, T15A 2B .0200
and DWQ policy
Copper
No Change
State WQ standards; T15A 2B .0200
and DWQ policy
Zinc
Eliminate monitoring
No reasonable potential
Priority Pollutant
Scan
Sampling frequency
modified to three scans
40 CFR 122
NC0023949 Goldsboro WRF
NPDES Renewal
Page 3

Instream monitoring
No Change
T15A 2B .0500, DWQ policy
Waived as long as permittee is part of
Monitoring Coalition - LNBA
Nutrients (Note: these comments are also applicable to Outfall 002)
The permit includes nutrient limits consistent with the Nutrient Management Strategy rule
(T15A NCAC 2B .0234).
Nitrogen. The Goldsboro WRF receives a TN Load limit of 199,822 lb/yr, a calendar year limit.
The limit reflects Goldsboro's original allocation plus additional allocation received upon
regionalization of Town of Eureka, Wayne County- Genoa IP, Village of Walnut Creek, Wayne
County- Norwayne Jr. High School and Wayne County- C.B. Aycock's High School's discharge.
The City of Goldsboro is a member of the Neuse River Compliance Association at this time. So
long as it remains a co-permittee member, it is deemed to be in compliance with the TN limit in
this permit, and its TN discharge is governed instead by the Association's group NPDES permit,
issued December 31, 2008.
Phosphorus. The City's 2.0 mg/L Total Phosphorus limit is carried forward in this renewed
permit.
Outfall 002 - Effluent from Constructed Wetlands Polishing System
Data were reviewed for the period of January 2008 to December 2012. The wetland system is
not operated continuously. Exeedances were reported for BOD, total residual chlorine and fecal
coliform.
Other than conventional parameters, the parameters sampled in the application for Outfall 002
only had above detection levels for nickel, selenium, mercury, zinc, and total phenolic
compounds. All parameters detected concentrations were below allowable concentrations. No
changes are proposed based on information in the permit application (phenolics are a concern
in water supply - and this is not a water supply classified water body).
The permit currently requires a quarterly P/F toxicity test for Chronic Ceriodaphnia at 2.2%.
The facility passed all the toxicity tests.
Reasonable Potential Analyses (RPA) results:
A reasonable potential analysis was performed for copper and zinc. The results show no
reasonable potential to exceed the standards. Predicted concentrations are less than 10% of
the allowable concentrations. Monitoring will be eliminated for these parameters. See Attached
RPA results.
Mercury Evaluation:
A mercury evaluation was conducted in accordance with the Permitting Guidance developed
for the implementation of the statewide Mercury TMDL to determine the need for a limit and
Mercury Minimization Plan (MMP). The current permit did not require mercury monitoring at
outfall 002. Mercury was sampled on three occasions for the priority pollutant analyses. The
maximum concentration was 2.3 ng/L and the average was 1.65 ng/L. Based on dilution the
allowable concentration for mercury is 535 ng/l. Neither the maximum nor the average is
greater than the calculated allowable concentration based on dilution (WQBEL). The maximum
concentration detected is less than 47 ng/L (TBEL), therefore a mercury limit is not required.
NC0023949 Goldsboro WRF
NPDES Renewal
Page 4

Permit Requirements/Proposed Changes:
Table 3. Outfall 002 Permit Conditions and Froriosed Chan es
Pres- ;,
Basis for Condition/Change- -
,q`goigt"oW1W4T-1!1,tta
Flow
No Change
Permittee's flow projections/design
flow
CBOD5
No Change
DWQ strategy for the Neuse River
Basin (NRB WQ Mgmt. Plan, 1998)
NH3-N
No Change
DWQ policy/EPA agreement; 40 CFR
122 Federal requirement
TSS
No change
NPDES rules for secondary treatment
of domestic wastewater: T15A 2B
.0400
Fecal coliform, D.O.,
pH
No Change
State WQ standards, T15A 2B .0200
Total residual
chlorine
No Change
State WQ standards, T15A 2B .0200
Total Nitrogen
No change
T15A 2B .0234, Nutrient Mgmt.
Strategy, Neuse River Basin
Total Phosphorus
No Change
T15A 2B .0234, Nutrient Mgmt.
Strategy, Neuse River Basin
Toxicity
No Change
State WQ standards, T15A 2B .0200
and DWQ policy
Copper
Zinc
Eliminate monitoring
No reasonable potential
Instream monitoring
No Change - same as in
accordance with 001
15A 2B .0500, DWQ policy
Waived as long as permittee is part of
Monitoring Coalition - LNBA
Nutrients (see comments for Outfall 001)
DMR Summary:
Table 4 summarizes DMR data for both outfalls for the period of January 2008 to December
2012.
mm
• --, , ,- - _-;- -, ,,-, " 1 - -
- , ::
i' -
001
-%,-. .,-- t-',.b-,, . . "*"''` '
OutfallEffluent•
•.,.
, ,,,
- 7-s-±,_7- ', .- -,
----- - _.. -
e
Characteristic
;---Average.
,,,,,,,-,-- ..,-,, , ,„=
.,
*,Z .'%• . ..- -",==-1
Max:, _ 7,7
_ _ --- ,_
.,-,-- ..,- •''''' _,
-,,,..
,,,„.-,...- - . -
,Average,
4,
,,
, ' --, .
Max
' .d.,-•-•,.'
Mm
Flow (MGD)
6.97
18.07
2.47
1.4
5.09
0.13
DO (mg/L)
8.3
10.1
6.6
9.0
14.2
3.8
CBOD (mg/L)
2.1
7.1
< 2
3.8
9.4
2
TSS (mg/L)
1.3
5.1
< 1
6.3
34.1
< 1
NH3N (mg/L)
0.2
10
< 0.1
0.2
1.44
< 1
TN (mg/L)
4.36
13.18
1.23
2.4
6.95
0.98
TP (mg/L)
0.17
1.06
< 0.1
0.1
0.23
0.03
Fecal Coliform /100 mL
10.5
788
< 1
63.6
1180
< 1
TRC (1.1g/L)
17
18
< 20
15
67
< 10
NC0023949 Goldsboro WRF
NPDES Renewal
Page 5

Instream Monitoring:
Goldsboro is part of the Lower Neuse Basin Association (LNBA) and is not required to perform
the instream monitoring in this permit. There is a DWQ ambient monitoring station just
downstream from outfall 001. All parameters monitored at this station are below water quality
standards.
Summary of Changes to Permit:
1. The sampling frequency for the Priority Pollutant Scans was modified to
three samples during the permit cycle.
2. Monitoring for zinc was eliminated from outfall 001.
3. Monitoring for copper and zinc was eliminated for outfall 002.
4. The permit includes a special condition describing requirements for a
Mercury Minimization Plan.
Proposed Schedule for Permit Issuance:
Draft Permit to Public Notice: March 27, 2013
Permit Scheduled to Issue: May 20, 2013
State Contact:
If you have any questions on any of the above information or on the attached permit, please
contact Teresa Rodriguez at [phone] or by email at [e-mail].
a� av/3
NAME: /AG, �' DATE: s i
Regional Office Comment:
NAME: DATE:
RO SUPERVISOR: DATE:
NPDES Supervisor Comments:
NAME: DATE:
NC0023949 Goldsboro WRF
NPDES Renewal
Page 6

City of Goldsboro
NC0023949
Qw (MGD) 14.20
1 Q l OS (cfs) = 219.67
7Q 10S (cfs) = 271.00
7Q 10W (cfs) = 272.70
30Q2 (cfs) = 272.00
Avg. Stream Flow, QA (cfs) = 1315.00
Receiving Stream: Neuse
REASONABLE POTENTIAL ANALYSIS
WWTP/WTP Class: Goldboro WRF
IWC @ 1Q10S = 9.11%
IWC @ 7Q10S = 7.51%
IWC @ 7Q10W = 7.47%
IWC @ 30Q2 = 7.49%
IWC@QA= 1.65%
Stream Class: C NSW
Outfall 001
Qw=14.2MGD
CHRONIC TEST CONCENTRATION = 7.5%
PARAMETER
TYPE
(1)
STANDARDS & CRITERIA (2)
-J
a
N
H-
Z
REASONABLE POTENTIAL RESULTS
RECOMMENDED ACTION
NC WQS /
Chronic
Applied
Standard
�/x FAV /
Acute
n
# Det. Max Pred Allowable Cw
Cw
Chromium
NC
50
FW(7Q10s)
1022
ug/L
18
3
7.6
Acute: 11,218.4
_ _-__—_--_ _ —_
Chronic: 665.8
No value > Allowable Cw
No reasonable potetntial
—__ _---__---____--___—_—__-
No changes
Copper (AL)
NC
7
FW(7Q10s)
7.3
ug/L
20
14
191
Acute: 80.1
_ _ _
------
Chronic: 93.2
No value > Allowable Cw
Continue monitoring, no limit AL
-- --— — — --- --- ----- ---
Mercury
NC
12
FW(7QIOs)
0.5
ng/L
21
15
11.9
Acute: NO WQS
_
Chronic: 159.8
No value > Allowable Cw
No reasonable potetnlal
-_- - - --- - - —
Nickel
NC
88
FW(7Q10s)
261
ug/L
19
1
158.3
Acute: 2,865.0
_ __ _—_—__ _ __
Chronic: 1,171.8
No value > Allowable Cw
No reasonable potetnial
__—______ __—_—__—_—__—_--
No changes
Zinc (AL)
NC
50
FW(7Q10s)
67
ug/L
20
20
165.3
Acute: 735.5
_ _ _
Chronic: ----_ _ --
665.8
No value > Allowable Cw
No reasonable potetnial, eliminate monitoring
--- ------------------------
Page 1 of 1
NC0023949 001 RPA Feb 2013 .xlsm, rpa
3/22/2013

REASONABLE POTENTIAL ANALYSIS
Chromium
Date Data BDL=1/2DL Results
1 < 2 1 Std Dev.
2 < 2 1 Mean
3 < 2 1 C.V.
4 < 2 1 n
5 < 2 1
6 < 2 1 Mult Factor =
7 < 2 1 Max. Value
8 <; 2 1 Max. Pred Cw
9 <' 2 1
10 < 2 1
11 < 2 1
12 <2 1
13 < 2 1
14 < 2 1
15 c 2 1
16 3.4 3.4
17 2.75 2.75
18 2.04 2.04
19
20
21
22
23
24
USE ONLY
"➢ASTE
SPECIAL -
Values" WITH
"COPY"
0.7033
1.2883
0.5459
18
2.24
3.4 ug/L
7.6 ug/L
USE ONLY
"PASTE
SPECIAL -
Values" WITH
Copper (AL)
13
Mercury
Date Data BDL=1/2DL Results "COPY" Date Data BDL=1/2DL Results
1 1/15/2008 < 2. 1 Std Dev. 9.0341 1 1.64 1.64 Std Dev. 0.8055
2 4/15/2008 3.95 3.95 Mean 5.5755 2 <' 1.01 0.505 Mean 0.9002
3 7/15/2008 34.6 34.6 C.V. 1.6203 3 0.6 0.6 C.V. 0.8948
4 10/14/2008 < 2. 1 n 20 4 0.7 0.7 n 21
5 1/13/2009 28.6 28.6 5 <- 0.5 0.25
6 4/14/2009 3.34 3.34 Mult Factor = 5.52 6 0.5 0.5 Mult Factor = 3.10
7 7/7/2009 < 2. 1 Max. Value 34.6 ug/L 7 <; 0.5 0.25 Max. Value 3.8 ng/L
8 10/6/2009 < 2. 1 Max. Pred Cw 191.0 ug/L 8 < 0.5 0.25 Max. Pred Cw 11.9 ng/L
91/12/2010 2.87 2.87 9 1.01 1.01
10 4/13/2010 2. 1 10 1.01 1.01
11 7/13/2010 2.08 2.08 11 1.72 1.72
1210/12/2010 3.73 3.73 12 0.6 0.6
131/20/2011 4.75 4.75 13 0.54 0.54
14 4/14/2011 3.44 3.44 14 0.8 0.8
15 7/12/2011 2.7 2.7 15 < 0.5 0.25
1610/20/2011 2.51 2.51 16 0.7 0.7
171/12/2012 2.98 2.98 17 < 0.5 0.25
18 4/12/2012 3.96 3.96 18 1.3 1.3
19 7/19/2012 < 5. 2.5 19 0.9 0.9
2010/18/2012 4.5 4.5 20 3.83 3.83
21 21 1.3 1.3
22 22
23 23
24 24
USE ONLY
"PASTE
SPECIAL -
Values" WITH
"COPY"
NC0023949 001 RPA Feb 2013 .xlsm, data
- 1 - 3/22/2013

REASONABLE POTENTIAL ANALYSIS
15
USE ONLY
"PASTE
18
USE ONLY
"PASTE
Nickel
SPECIAL-
Zinc (AL)
SPECIAL-
Values" WITH
Values" WITH
Date
Data
BDL=1/2DL
Results
"COPY" ';
Date
Data
BDL=1/2DL
Results
"COPY".
1
38.8 38.8
Std Dev.
7.7543
1
59. 59
Std Dev.
18.9336
2
<
10.0 5
Mean
6.7789
2
56. 56
Mean
53.2200
3
<
10.0 5
C.V.
1.1439
3
44.7 44.7
C.V.
0.3558
4
<
10.0 5
n
19
4
64.9 64.9
n
20
5
<
10.0 5
5
52.9 52.9
6
<
10.0 5
Mull Factor =
4.08
6
74. 74
Mull Factor =
1.68
7
<
10.0 5
Max. Value
38.8 ug/L
7
27.4 27.4
Max. Value
98.4 ug/L
8
<
10.0 5
Max. Pred Cw
158.3 ug/L
8�'�
35.6 35.6
Max. Pred Cw
165.3 ug/L
9
.<
10.0 5
9
56.6 56.6
10
<
10.0 5
10
46.6 46.6
11
<
10.0 5
11
36.9 36.9
12
<
10.0 5
12
82.7 82.7
13
<
10.0 5
13
98.4 98.4
14
<
10.0 5
14
64.3 64.3
15
<
10.0 5
15
22.1 22.1
16
<
10.0 5
16
29.3 29.3
17
<
10.0 5
17
53.7 53.7
18
<
10.0 5
18
66.1 66.1
19
<
10.0 5
19
45.4 45.4
20
20
47.8 47.8
21
21
22
22
23
23
24
24
NC0023949 001 RPA Feb 2013 .xlsm, data
- 2 - 3/22/2013

NPDES/Aquifer Protection Permitting Unit Pretreatment Information Request Form
PERMIT WRITER COMPLETES THIS PART:
PERMIT WRITERS - AFTER you get this form back
Check that
f
from PERCS:
all apply
Notify PERCS if LTMP/STMP data we said should be
Date of Request
2/12/2013
municipal renewal
x
on DMRs is not really there, so we can get it for you
Requestor
Teresa Rodriguez
new industries
(or NOV POTW).
Facility Name
City of Goldsboro
WWTP expansion
- Notify PERCS if you want us to keep a specific POC
Permit Number
NC0023949
Speculative limits
in LTMP/STMP so you will have data for next permit
Region
Washington
stream reclass.
renewal.
- Email PERCS draft permit, fact sheet, RPA.
Basin
Neuse
outfall relocation
- Send PERCS paper copy of permit (w/o NPDES
7Q10 change
boilerplate), cover letter, final fact sheet. Email RPA if
other
changes.
other
check
applicable PERCS staff:
Other Comments to PERCS:
BRD, CPF, CTB, FRB, TAR - Sarah Morrison (807-6310)
x
CHO, HIW, LUM, LTN, NES, NEW, ROA, YAD - Monti
Hassan (807-6314)
PERCS
PRETREATMENT STAFF COMPLETES THIS PART:
Status
of Pretreatment Program (check all that apply)
1) facility has no SIU's, does have Division approved Pretreatment Program that is INACTIVE
2) facility has no SIU's, does not have Division approved Pretreatment Program
V
3) facility has Sills and DWQ approved Pretreatment Program (list "DEV" if program still under development)
\/'
3a) Full Program with LTMP
3b) Modified Program with STMP
4) additional conditions regarding Pretreatment attached or listed below
Flow, MGD
Permitted
Actual
Time period for Actual
STMP time frame:
Industrial
1, �j3
0, 1 b
aQ ( [
Most recent:
Uncontrollable
n/a
Next Cycle:
L‘POC in LTMPJ
STMP
Parameter of
Concern (POC)
Check List
POC due to
NPDES/ Non-
Disch Permit
Limit
Required by
EPA*
Required
by 503
Sludge*"
POC due
to SIU***
POTW POC
(Explain
below)**"*
STMP
Effluent
Freq
LTMP
Effluent
Fr�'
jV,.M
V .
OD
C.60 0
v
4
Q
TSS
IV-
✓
4
Q M
Q= Quarterly
V
NH3
q/
V
4
Q M
M = Monthly
V
Arsenic
1/
t/
4
Q M
4
Cadmium
4
V-
V
4
Q M
4
Chromium
4
V-
4
Q M
'J
Copper
V
4
V
V
4
Q M
V
Cyanide
✓
4
Q M
Is all data on DMRs?
4
Lead
4
✓
V
4
Q M
YES
V
ter
Mercury
Y
q,—
4
Q M
NO (attach data)
Molybdenum
4
Q M
4
Nickel
-1
V
✓
4
Q M
`/Silver
f
4
Q M
V
Selenium
✓
4
Q M
4
Zinc
1/
4
✓
✓
4
Q M
Is data in spreadsheet?
t/
Total Nitrogen
V✓
4
Q M
YES (email to writer)
✓
Phosphorus
1/
V/
4
Q M
NO
4
Q M
4
Q M
4
Q M
4
Q M
*Always in the LTMP/STMP ** Only in LTMP/STMP if sludge and app or composte (dif POCs for incinerators)
*** Only in LTMP/STMP while SIU still discharges to POTW **** Only in LTMP/STMP when pollutant is still of concern to POTW
Comments to Permit Writer (ex., explanation of any POCs; info you have on IU related investigations into NPDES problems):
Pretreatment request Goldsboro NC0023949.xlsx
Revised: July 24, 2007

!Iitj of (!uthittur�
p.m. Drawer A
Nurill Carolina
27533-nal
February 27, 2013
Ms. Teresa Rodriguez
NC DENR
Division of Water Quality
Point Source Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: NPDES Permit Renewal Corrected Application
City of Goldsboro Water Reclamation Facility
NPDES Permit No. NC0023949
Dear Ms. Rodriguez:
Please find enclosed a corrected copy of the application for NPDES Permit No. NC0023949
(section pages 1-21). Note the following corrections:
1. Page 6 of 89: Correction of "Maximum Daily Value Flow Rate" and "Average Daily Value".
2. Page 7 of 89: Correction of "Maximum Daily Value Flow Rate" and "Average Daily Value".
3. Page 9 of 89: Correction of "Oil and Grease -Average Daily Discharge" and "TDS-Average
Daily Discharge" and # of samples.
4. Page 10 of 89: The addition of all data on "Oil and Grease" and "TDS".
5. Page 17 of 89: Correction of "Zinc and Hardness- Maximum Daily Discharge -
Concentration and Mass". Also, correction of Selenium "Average Daily Discharge -
Concentration and Mass".
6. Pages 18 to 21: Correction of # of samples from 2 to 3. There were no corrections of other
data on these pages.
Please do not hesitate to contact me if you have any questions or need additional information
Would you please send us a copy of the DRAFT NPDES Permit for review prior to going to public
notice?
Thank you.
Sincerely,
Karen Brashear
Public Utilities Director
[phone]
\...,.„._,_..,
Encl.

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
FORM
2A
NPDES
NPDES FORM 2A APPLICATION OVERVIEW
APPLICATION OVERVIEW
Form 2A has been developed in a modular format and consists of a "Basic Application Information" packet
and a "Supplemental Application Information" packet. The Basic Application Information packet is divided
into two parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or
equal to 0.1 mgd must also complete Part B. Some applicants must also complete the Supplemental
Application Information packet. The following items explain which parts of Form 2A you must complete.
BASIC APPLICATION INFORMATION:
A. Basic Application Information for all Applicants. All applicants must complete questions A.1 through A.8. A treatment works
that discharges effluent to surface waters of the United States must also answer questions A.9 through A.12.
B. Additional Application Information for Applicants with a Design Flow Z 0.1 mgd. All treatment works that have design flows
greater than or equal to 0.1 million gallons per day must complete questions B.1 through B.6.
C. Certification. All applicants must complete Part C (Certification).
SUPPLEMENTAL APPLICATION INFORMATION:
D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets
one or more of the following criteria must complete Part D (Expanded Effluent Testing Data):
1. Has a design flow rate greater than or equal to 1mgd,
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to provide the information.
E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E (Toxicity Testing
Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to submit results of toxicity testing.
F. Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts process wastewater from any
significant industrial users (SIUs) or receives RCRA or CERCLA wastes must complete Part F (Industrial User Discharges
and RCRA/CERCLA Wastes). SIUs are defined as:
1. All industrial users subject to Categorical Pretreatment Standards under 40 Code of Federal Regulations (CFR) 403.6 and
40 CFR Chapter I, Subchapter N (see instructions); and
2. Any other industrial user that:
a. Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works (with certain
exclusions); or
b. Contributes a process wastestream that makes up 5 percent or more of the average dry weather hydraulic or organic
capacity of the treatment plant; or
c. Is designated as an SIU by the control authority.
G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G (Combined Sewer
Systems).
ALL APPLICANTS MUST COMPLETE PART C (CERTIFICATION)
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 1 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
BASIC• APPLIC1'1C111 =�NFOI� A14NT; r 3 i
M
3 z
P' RTrA.6'BASI APP ICATION INFORMATION FOR ALL APILCCANTS: `
t:-.L,...... ..ri !...".. ... '... ...TxL�.:...."-�' ��z.��._:,.,,..,.`t: �..$`1It:. ...SI.,'i., .. ... .t.�..... .... .. ,.. .,... I .. -
All treatment works must complete questions A.1 through A.8 of this Basic Application Information Packet.
A.1. Facility Information.
Facility Name City of Goldsboro. Water Reclamation Facility
Mailing Address P.O. Drawer A
Goldsboro. NC 27533-9701
Contact Person Karen Brashear
Title Public Utilities Director
Telephone Number [phone]
Facility Address 714 Arrington Bridge Road
(not P.O. Box) Goldsboro, NC 27530
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name
Mailing Address
Contact Person
Title
Telephone Number ( )
Is the applicant the owner or operator (or both) of the treatment works?
to the facility or the applicant.
environmental permits that have been issued to the treatment works
PSD
0 owner 0 operator
Indicate whether correspondence regarding this permit should be directed
0 facility 0 applicant
A.3. Existing Environmental Permits. Provide the permit number of any existing
(include state -issued permits).
NPDES NC0023949
UIC Other
RCRA Other
A.4. Collection System Information. Provide information on municipalities and areas served by the facility. Provide the name and population of each
entity and, if known, provide information on the type of collection system (combined vs. separate) and its ownership (municipal, private, etc.).
Name Population Served Type of Collection System Ownership
City of Goldsboro 36,437 Separate Municipal
Total population served 36.437
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 2 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
A.5. Indian Country.
a. Is the treatment works located in Indian Country?
❑ Yes ® No
b. Does the treatment works discharge to a receiving water that is either in Indian Country or that is upstream from (and eventually flows
through) Indian Country?
El yes ®No
A.6. Flow. Indicate the design flow rate of the treatment plant (i.e., the wastewater flow rate that the plant was built to handle). Also provide the
average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12-month time period
with the 12th month of "this year" occurring no more than three months prior to this application submittal.
a. Design flow rate 14.2 mgd
Two Years Arm
b. Annual average daily flow rate 6.38 (001) 0.51 (002)
c. Maximum daily flow rate
Last Year This Year
9.32 (001) 0.19 (002) 6.94 (001) 0.24 (002)
11.87 (001) 2.72 (002) 18.07 (001) 3.46 (002) 13.09(001) 3.84(002)
A.7. Collection System. Indicate the type(s) of collection system(s) used by the treatment plant. Check all that apply. Also estimate the percent
contribution (by miles) of each.
• Separate sanitary sewer 100
❑ Combined storm and sanitary sewer
A.8. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? ❑ Yes ® No
If yes, list how many of each of the following types of discharge points the treatment works uses:
i. Discharges of treated effluent 2
ii. Discharges of untreated or partially treated effluent
iii. Combined sewer overflow points
iv. Constructed emergency overflows (prior to the headworks)
v. Other
b. Does the treatment works discharge effluent to basins, ponds, or other surface impoundments
that do not have outlets for discharge to waters of the U.S.? ❑ Yes
If yes, provide the following for each surface impoundment:
Location:
® No
Annual average daily volume discharge to surface impoundment(s) mgd
c. Does the treatment works land -apply treated wastewater? ❑ Yes ❑ No
If yes, provide the following for each land application site:
Location: 407 Eden Place / Westbrook Road, Goldsboro, NC 27530
Number of acres: 96 Acres 191 Acres
Is discharge
❑ continuous or 0 intermittent?
Annual average daily volume applied to site:
Is land application
0.0447 mgd
❑ continuous or ® intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works?
❑ Yes ®No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 3 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
If yes, describe the mean(s) by which the wastewater from the treatment works is discharged or transported to the other treatment works
(e.g., tank truck, pipe).
If transport is by a party other than the applicant, provide:
Transporter Name
Mailing Address
Contact Person
Title
Telephone Number ( )
For each treatment works that receives this discharge, provide the following:
Name
Mailing Address
Contact Person
Title
Telephone Number ( )
If known, provide the NPDES permit number of the treatment works that receives this discharge
Provide the average daily flow rate from the treatment works into the receiving facility. mgd
e. Does the treatment works discharge or dispose of its wastewater in a manner not included
in A.8. through A.8.d above (e.g., underground percolation, well injection): ❑ Yes ® No
If yes, provide the following for each disposal method:
Description of method (including location and size of site(s) if applicable):
Annual daily volume disposed by this method:
Is disposal through this method ❑ continuous or 0 intermittent?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 4 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
WASTEWATER DISCHARGES:
If you answered "Yes" to question A.8.a, complete questions A.9 through A.12 once for each outfall (including bypass points) through
which effluent is discharged. Do not include information on combined sewer overflows in this section. If you answered "No" to question
A.B.a, go to Part B, "Additional Application information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd."
A.9. Description of Outfall.
a. Outfall number 001 & 002
b. Location (001) 714 Arrington Bridge Road. Goldsboro: (002) 401 Westbrook Road, Goldsboro 27530
(City or town, if applicable) (Zip Code)
Wayne (for 001 and 002)
(County)
(001) 35° 20' 44" (002) 35° 20' 14" (001) 77° 59' 59" (002) 77° 59' 53"
NC
(State)
(Latitude) (Longitude)
c. Distance from shore (if applicable) ft.
d. Depth below surface (if applicable) ft.
e. Average daily flow rate
6.94 (001) 0.24 (002) mgd
f. Does this outfall have either an intermittent or a periodic discharge? 0 Yes ® No (go to A.9.g.)
If yes, provide the following information:
Number f times per year discharge occurs:
Average duration of each discharge:
Average flow per discharge: mgd
Months in which discharge occurs:
g. Is outfall equipped with a diffuser? 0 Yes 0 No
A.10. Description of Receiving Waters.
a. Name of receiving water Neuse River
b. Name of watershed (if known) Neuse Basin
United States Soil Conservation Service 14-digit watershed code (if known):
c. Name of State Management/River Basin (if known):
United States Geological Survey 8-digit hydrologic cataloging unit code (if known):
d. Critical low flow of receiving stream (if applicable)
acute cfs chronic cfs
e. Total hardness of receiving stream at critical low flow (if applicable): mg/I of CaCO3
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 5 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
❑ Primary 0 Secondary
IE Advanced ❑ Other. Describe:
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal 97 %
Design SS removal 88
Design P removal 52
Design N removal 85 ok
Other
c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
If disinfection is by chlorination is dechlorination used for this outfall? ® Yes ❑ No
Does the treatment plant have post aeration? El Yes ❑ No
A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following
parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is
discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data
collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of
40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart.
Outfall number: 001
PARAMETER
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
Value
Units
Value
Units
Number of Samples
pH (Minimum)
6.2
s.u.
pH (Maximum)
7.0
s.u.
Flow Rate
13.09
mgd
6.94
mgd
365
Temperature (Winter)
24
°C
18
°C
102
Temperature (Summer)
30
°C
26
°C
148
For pH please report a minimum and a maximum daily value
POLLUTANT
MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MUMDL
Conc.
Units
Conc.
Units
Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
DEMAND (Report one)
BOD5
n/a
n/a
CBOD5
4.6
mg/I
2.2
mg/I
250
SM 5210-B
2.0
FECAL COLIFORM
>788
Colonies
per 100 ml
6
Colonies
per 100 ml
250
SM 922-D
1
TOTAL SUSPENDED SOLIDS (TSS)
6.0
mg/I
2.5
mg/I
250
SM 2540-D
1
END OF PART A.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 6 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
A.11. Description of Treatment
d. What level of treatment are provided? Check all that apply.
❑ Primary ❑ Secondary
® Advanced ❑ Other. Describe:
e. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal 97 %
Design SS removal 88
Design P removal 52
Design N removal 85 94
Other
f. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
If disinfection is by chlorination is dechlorination used for this outfall? El Yes 0 No
Does the treatment plant have post aeration? 0 Yes ® No
A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following
parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is
discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data
collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of
40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart.
Outfall number: 002
PARAMETER
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
Value
Units
Value
Units
Number of Samples
pH (Minimum)
7.1
s.u.
pH (Maximum)
7.9
s.u.
Flow Rate
3.84
mgd
0.24
mgd
365
Temperature (Winter)
24
°C
14
°C
38
Temperature (Summer)
* For pH please report a minimum and a maximum daily value
POLLUTANT
MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
ML/MDL
Conc.
Units
Conc.
Units
Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
DEMAND (Report one)
BOD5
n/a
n/a
CBOD5
4.6
mg/I
3.5
mg/I
38
SM 5210-B
2.0
FECAL COLIFORM
184
p o1100 ml onies
rTOTAL
38
P oloni ml
38
SM 9222-D
1
SUSPENDED SOLIDS (TSS)
15.6
mg/I
6.5
mg/I
38
SM 2540-D
1
END OF PART A.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 7 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
(t
,.j..:. I,..:f-,. '�:: `iT! i 1. ,Y
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N N O A «ION:
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�•.� �i6:.����4,-. t ��' �; 3i} 3-�4a�=if --..:...
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t i t E -ei... .':! i
k' ! E..t- '� �F P� ,.. «t � t �:i .a ..�2: � .,
p' " . T B. A►DDI t10. A►LttAPPLiCAT i + T ,Ft ,� ;T ,.
.AR r T N �.. laNHFQRMA tOFbt AP,PUCgNTS 1fYI,TH,A DESIGN PLOW GREATER THAN[:
EQUAL4Ti0 0 �1 D (100;0OOir alllons perat
All applicants with a design flow rate 0.1 mgd must answer questions B.1 through B.6. All others go to Part C (Certification).
B.1. Inflow and Infiltration. Estimate the average number of gallons per day
Unknown gpd
that flow into the treatment works from inflow and/or infiltration.
Briefly explain any steps underway or planned to minimize inflow and infiltration.
The City of Goldsboro is currently rehabilitating manholes and relining collection system distribution lines.
B.2. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond facility property boundaries. This
map must show the outline of the facility and the following information. (You may submit more than one map if one map does not show the entire
area.)
a. The area surrounding the treatment plant, including all unit processes.
b. The major pipes or other structures through which wastewater enters the treatment works and the pipes or other structures through which
treated wastewater is discharged from the treatment plant. Include outfalls from bypass piping, if applicable.
c. Each well where wastewater from the treatment plant is injected underground.
d. Wells, springs, other surface water bodies, and drinking water wells that are: 1) within'/. mile of the property boundaries of the treatment
works, and 2) listed in public record or otherwise known to the applicant.
e. Any areas where the sewage sludge produced by the treatment works is stored, treated, or disposed.
f. If the treatment works receives waste that is classified as hazardous under the Resource Conservation and Recovery Act (RCRA) by truck, rail,
or special pipe, show on the map where the hazardous waste enters the treatment works and where it is treated, stored, and/or disposed.
8.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant, including all bypass piping and all
backup power sources or redunancy in the system. Also provide a water balance showing all treatment units, including disinfection (e.g.,
chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow
rates between treatment units. Include a brief narrative description of the diagram.
B.4. Operation/Maintenance Performed by Contractor(s).
Are any operational
contractor?
or maintenance aspects (related to wastewater treatment
and effluent quality) of the treatment works the responsibility of a
IN Yes 0 No
If yes, list the name, address, telephone number, and status of each contractor and describe the contractor's responsibilities (attach additional
pages if necessary).
Name:
Mailing Address:
Telephone Number:
( )
Responsibilities of Contractor:
B.S. Scheduled improvements
and Schedules of Implementation. Provide information on any uncompleted implementation schedule or
uncompleted plans for improvements that will affect the wastewater treatment, effluent quality, or design capacity of the treatment works. If the
treatment works has several different implementation schedules or is planning several improvements, submit separate responses to question B.5
for each. (If none, go to question B.6.)
a. List the outfall number (assigned in question A.9) for each outfall that is covered by this implementation schedule.
b. Indicate whether
❑ Yes
the planned improvements or implementation schedule
are required by local, State, or Federal agencies.
e No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 8 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
c. If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable).
d. Provide dates Imposed
applicable. For improvements
applicable. Indicate
Implementation Stage
- Begin Construction
- End Construction
- Begin Discharge
- Attain Operational
e. Have appropriate
Describe briefly:
by any compliance schedule
planned independently
dates as accurately as possible.
Level
permits/clearances concerning other
.
or any actual dates of completion for the implementation steps listed
of local, State, or Federal agencies, indicate planned or actual completion
Schedule Actual Completion
MM/DD/YYYY MM/DD/YYYY
below, as
dates, as
Yes 0 No
/ / I /
/ / I /
l / I I
/ / I /
Federal/State requirements been obtained? 0
B.6. EFFLUENT TESTING
Applicants that discharge
effluent testing required
on combine sewer
using 40 CFR Part
QAIQC requirements
based on at least
Outfall Number:
DATA (GREATER THAN 0.1 MGD
to waters of the US must
by the permitting authority
overflows in this section. All information
136 methods. In addition, this data
for standard methods for analytes
three pollutant scans and must be
001
ONLY).
provide effluent testing data for the following parameters. Provide
for each outfall through which effluent is discharged. Do not include
the indicated
information
conducted
other appropriate
data must be
reported must be based on data collected through analysis
must comply with QA/QC requirements of 40 CFR Part 136 and
not addressed by 40 CFR Part 136. At a minimum effluent testing
no more than four and on -half years old.
POLLUTANT
MAXIMUM DAILY
DISCHARGE '
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
ML/MDL
Conc.
Units
Conc.
Units
Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
2.20
mgll
0.12
mgll
250
SM 4500-NH3-F
0.10
CHLORINE (TOTAL
RESIDUAL, TRC)
<20
pg/I
0
pg/l
36
SM 4500-C1-G
20
DISSOLVED OXYGEN
10.1
mgll
8.5
mg/1
250
SM 4500-0-G
1
TOTAL KJELDAHL
NITROGEN (TKN)C
2.69
mg/1
1.13
mg/1
52
SM 4500 NORG-
1.00
NITRATE PLUS NITRITE
NITROGEN
9.68
mg/1
4.52
mg/I
52
SM 4500-NO3-E
0.05
OIL and GREASE
14.1
mg/I
8.8
mgll
3
EPA 1664A
5
PHOSPHORUS (Total)
1.06
mgll
0.11
mg/I
52
SM 4500-P-E
0.10
TOTAL DISSOLVED SOLIDS
(TDS)
260
mg/I
233
mg/1
3
EPA 160.1
10
OTHER
.. .,. ,».. •..� .,<.E..�..
FE T�•,TNE,
- a -
-. :I .,__: ,, •..
PPL['CATION ER
'_ z { OF O'� R��•
END OF PARTB.
..max' .. � ' : � . u � tt
.:-C .x,�1.i «;a dig �"a ,r,i: ti 3" 'F wZ
...r..'.. r x it. - i ETd•. ; CH O �;
I• PL�GE .�_ „T{) DETERI LINE, WH(, H
d p ,� a� J3 r �O Ey1 E '
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 9 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
e. If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable).
f. Provide dates imposed
applicable. For improvements
applicable. Indicate
Implementation Stage
- Begin Construction
- End Construction
- Begin Discharge
- Attain Operational
e. Have appropriate
Describe briefly:
by any compliance schedule
planned independently
dates as accurately as possible.
Level
permits/clearances concerning other
or any actual dates of completion for the implementation steps listed
of local, State, or Federal agencies, indicate planned or actual completion
Schedule Actual Completion
MM/DD/YYYY MM/DD/YYYY
below, as
dates, as
/ / / /
I / I /
/ / / /
/ / / /
Federal/State requirements been obtained? 0
Yes ■ No
B.6. EFFLUENT TESTING
Applicants that discharge
effluent testing required
on combine sewer
using 40 CFR Part
QAIQC requirements
based on at least
Outfall Number:
DATA (GREATER THAN 0.1 MGD
to waters of the US must
by the permitting authority
overflows in this section. All information
136 methods. In addition, this data
for standard methods for analytes
three pollutant scans and must be
002
ONLY).
provide effluent testing data for the following parameters. Provide
for each outfall through which effluent is discharged. Do not include
the indicated
information
conducted
other appropriate
data must be
reported must be based on data collected through analysis
must comply with QAIQC requirements of 40 CFR Part 136 and
not addressed by 40 CFR Part 136. At a minimum effluent testing
no more than four and on -half years old.
POLLUTANT
MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MLIMDL
Conc.
Units
Conc.
Units
Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
0.76
mg/1
0.48
mg/I
38
SM 4500-NH3-F
0.10
CHLORINE (TOTAL
RESIDUAL, TRC)
<20
pgll
0
pg/I
38
SM 4500-C1-G
20
DISSOLVED OXYGEN
10.7
mg/1
9.6
mg/I
38
SM 4500-0-G
1
TOTAL KJELDAHL
NITROGEN (TKN)
3.67
mgll
2.15
mg/1
9
SM 4500-NORG-
C
1.00
NITRATE PLUS NITRITE
NITROGEN
1.82
mg/1
0.83
mg/I
9
SM 4500-NO3-E
0.05
OIL and GREASE
12.1
mg/l
8.9
mg/l
3
EPA 1664A
5
PHOSPHORUS (Total)
0.12
mg/I
0.01
mgll
9
SM 4500-P-E
0.10
TOTAL DISSOLVED SOLIDS
(TDS)
275
mg/I
216
mg/I
3
EPA 160.1
10
OTHER
::}Y' t
& S �, P* 1? _.
;sz 1 .'#
l
F , .,.,3 i
3I ,t LF
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r' ? t .0 F; -' i
E :APP. ICATION
r:- r - ! t '�' .
OF'FQR
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ENDrOF PARTFB
,Y t l�...,::-.e. _... ».,•�"�.ti Ya.i .A �3C�+�'%: ,,- .. �..
4 Y t t
n
'ICE , v� W i PAC T �#_ =TOr DF
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= �, ;�*t F } r � #tF
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6
a — .
' I QNE WHICH iOTHER PARTS
,�� ""1 a Fy,.,
TE
REFER Tf.t# . T .
� i :
'
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 10 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
Y
., •" b 4 ,' r ... :.. .>.t <£ p. .. .:'t �. .:.: , £ :�+7 i 7 :E SCf ! i#"._x 5i i'-3 f t f
BASIC ARPILICA�TION.INFORMATION
S fj F.'ir 5 { i S xWv �«c« i 8� f f
_,..., fF .�°,� ,... +� .- •. ae �;f..,, s* nit-r;- ... _ �,_ �
PART C ~CERTIFIC TIDN L �� T
All applicants must complete the Certification Section. Refer to instructions to determine who is an officer for the purposes of this
certification. All applicants must complete all applicable sections of Form 2A, as explained in the Application Overview. Indicate below which
parts of Form 2A you have completed and are submitting. By signing this certification statement, applicants confirm that they have reviewed
Form 2A and have completed all sections that apply to the facility for which this application is submitted.
Indicate which parts of Form 2A you have completed and are submitting:
® Basic Application Information packet Supplemental Application Information packet:
® Part D (Expanded Effluent Testing Data)
O Part E (Toxicity Testing: Biomonitoring Data)
® Part F (Industrial User Discharges and RCRA/CERCLA Wastes)
❑ Part G (Combined Sewer Systems)
AL'L APPLICANTS MUST kOMPLETE THE FOLLOWING CERTIFICATION
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who
manage the system or those persons directly responsible for gathering the information, the information is, to the best of my knowledge and belief, true,
accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment
for knowing violations.
Name and official title Karen Brashear, Public Utilities Director
Signature
Telephone number [phone]
Date signed
Upon request of the permitting authority, you must submit any other information necessary to assure wastewater treatment practices at the treatment
works or identify appropriate permitting requirements.
SEND COMPLETED FORMS TO:
NCDENR/ DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 11 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
' RIVER BASIN:
Neuse
SUP.<,P E`EMENTAL . PPLICATION INS SIR M��/, TI9N E tf ; '! '
,.:� `:: r ' 't ,"''' t 4 t:y! t5L.`F i q! i* 4 }' FYk:_. 2 ! 9€ E i i. i ': i
i . 1+. . , !. -;;,0-<_i.?�;i.. ; ., t<,..;,_.r..... t :a.... � .<, t :t'
PARST D. EXPANDEDiEFFLUENT TESTING DATA
.. _ .._..:. _.....:: ,..� ram .....:....... :. ... ..... .!. .... .. ......... - ..
Refer to the directions on the cover page to determine whether this section applies to the treatment works.
Effluent Testing: 1.0 mgd
to have) a pretreatment program,
pollutants. Provide the indicated
effluent is discharged. Do
and Pretreatment Works. If the treatment works has a design flow greater than or equal to 1.0
or is otherwise required by the permitting authority to provide the data, then provide effluent
effluent testing information and any other information required by the permitting authority
not include information on combined sewer overflows in this section. All information reported must
using 40 CFR Part 136 methods. In addition, these data must comply with QA/QC requirements
for standard methods for analytes not addressed by 40 CFR Part 136. Indicate in the
pollutants not specifically listed in this form. At a minimum, effluent testing data must be based
than four and one-half years old.
(Complete once for each outfall discharging effluent to waters of the United States.)
mgd or it has (or is required
testing data for the following
for each outfall through which
be based on data collected
of 40 CFR Part 136 and
blank rows provided below
on at least three pollutant
through analyses conducted
other appropriate QA/QC requirements
any data you may have on
scans and must be no more
Outfall number: 001
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MUMDL
Conc.
Units
Mass
Units
Conc.
Units
Mass -
Units
Number
of
Samples
METALS (TOTAL RECOVERABLE), CYANIDE, PHENOLS, AND HARDNESS.
ANTIMONY
<3
pg/I
<0.18
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 200.8
3
ARSENIC
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 200.8
5
BERYLLIUM
<2
pg/I
<0.12
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 200.8
2
CADMIUM
<2
pg/I
<0.12
lbs/day
0
pg/I
0.00
Ibslday
3
EPA 200.8
2
CHROMIUM
<2
pg/I
<0.12
lbs/day
0
pgll
0.00
Ibslday
3
EPA 200.8
2
COPPER
<2
pg/I
<0.12
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 200.8
2
LEAD
<5
pg/I
<.030
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 200.8
5
MERCURY
0.60
ng/I
�� s
lbs/day
0.40
ng/I
10 s
lbs/day
3
EPA 1631
0.50
NICKEL
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 200.8
10
SELENIUM
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 200.8
5
SILVER
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 200.8
5
THALLIUM
<1
pg/I
<0.06
lbs/day
0
pg/I
0.00
Ibslday
3
EPA 200.8
1
ZINC
75.9
pg/I
4.56
lbs/day
50.0
pgll
3.01
lbs/day
3
EPA 200.8
10
CYANIDE
<10
pg/I
<0.60
lbs/day
0
pg/l
0.00
Ibslday
3
EPA
335.2/335.3
10
TOTAL PHENOLIC
COMPOUNDS
21.1
pg/I
1.27
lbs/day
19.0
pg/I
1.14
Ibslday
3
EPA 420.1/SM
510 A-B
5
HARDNESS (as CaCO3)
39.3
mg/I
2.36
lbs/day
36.5
mg/I
2.19
lbs/day
3
Calculation
n/a
Use this space (or a separate sheet) to provide information on other metals requested by the permit writer
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 12 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
ML!MDL
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
VOLATILE ORGANIC COMPOUNDS
ACROLEIN
<50
pg/I
<3.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
50
ACRYLONITRILE
<50
pg/I
<3.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
50
BENZENE
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
BROMOFORM
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
CARBON
TETRACHLORIDE
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
Ibslday
3
EPA 624
5
CHLOROBENZENE
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
CHLORODIBROMO-
METHANE
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
CHLOROETHANE
<5
pg/I
<0.30
Ibslday
0
pg/I
0.00
lbs/day
3
EPA 624
5
2-CHLOROETHYLVINYL
ETHER
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
10
CHLOROFORM
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
DICHLOROBROMO-
METHANE
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
1,1-DICHLOROETHANE
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
Ibslday
3
EPA 624
5
1,2-DICHLOROETHANE
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
TRANS-I,2-DICHLORO-
ETHYLENE
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
1,1-DICHLORO-
ETHYLENE
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
1,2-DICHLOROPROPANE
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
1,3-DICHLORO-
PROPYLENE
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
ETHYLBENZENE
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
METHYL BROMIDE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
10
METHYL CHLORIDE
<5
pg/I
<0.30
Ibslday
0
pg/I
0.00
lbs/day
3
EPA 624
5
METHYLENE CHLORIDE
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
1,1,2,2-TETRA-
CHLOROETHANE
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
TETRACHLORO-
ETHYLENE
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
TOLUENE
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 13 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
I MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
ML/MDL
l Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
1,1,1-
TRICHLOROETHANE
<10
pg/I
<0.60
Ibs/day
0
pg/I
0.00
Ibs/day
3
EPA 624
10
1,1,2-
TRICHLOROETHANE
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
Ibs/day
3
EPA 624
5
TRICHLOROETHYLENE
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
Ibs/day
3
EPA 624
5
VINYL CHLORIDE
<5
pg/I
<0.30
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
Use this space (or a separate sheet) to provide information on other volatile organic compounds requested by the permit writer
ACID -EXTRACTABLE COMPOUNDS
P-CHLORO-M-CRESOL
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
2-CHLOROPHENOL
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
2,4-DICHLOROPHENOL
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
2,4-DIMETHYLPHENOL
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
Ibs/day
3
EPA 625
10
4,6-DINITRO-O-CRESOL
<50
pg/I
<3.01
lbs/day
0
pg/I
0.00
Ibs/day
3
EPA 625
50
2,4-DINITROPHENOL
<50
pg/I
<3.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
50
2-NITROPHENOL
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
4-NITROPHENOL
<10
pg/I
<0.60
Ibs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
PENTACHLOROPHENOL
<30
pg/I
<1.80
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
30
PHENOL
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
2,4,6-
TRICHLOROPHENOL
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
Ibs/day
3
EPA 625
10
Use this space (or a separate sheet) to provide information on other acid -extractable compounds requested by the permit writer
BASE -NEUTRAL COMPOUNDS
ACENAPHTHENE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
ACENAPHTHYLENE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
ANTHRACENE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
BENZIDINE
<50
pg/I
<3.01
Ibs/day
0
pg/I
0.00
lbs/day
3
EPA 625
50
BENZO(A)ANTHRACENE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
Ibs/day
3
EPA 625
10
BENZO(A)PYRENE
<10
pg/I
<0.60
lbs/day
0
pg/l
0.00
lbs/day
3
EPA 625
10
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 14 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
ML/MDL
; Conc.
Units
Mass
Units
: Conc.
Units
Mass
Units
Number
of
Samples
3,4 BENZO-
FLUORANTHENE
<10
pg/l
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
BENZO(GHI)PERYLENE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
BENZO(K)
FLUORANTHENE
<10
pg/l
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
BIS (2-CHLOROETHOXY)
METHANE
<10
pg/I
<0.60
lbs/day
0
pg/1
0.00
lbs/day
3
EPA 625
10
BIS (2-CHLOROETHYL)-
ETHER
<10
pg/I
<0.60
Ibslday
0
pg/I
0.00
lbs/day
3
EPA 625
10
BIS (2-CHLOROISO-
PROPYL) ETHER
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
Ibslday
3
EPA 625
10
BIS (2-ETHYLHEXYL)
PHTHALATE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
4-BROMOPHENYL
PHENYL ETHER
<10
pg/i
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
BUTYL BENZYL
PHTHALATE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
2-CHLORO-
NAPHTHALENE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
4-CHLORPHENYL
ETHER
ETHER
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
CHRYSENE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
DI-N-BUTYL PHTHALATE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
DI-N-OCTYL PHTHALATE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
DIBENZO(A,H)
ANTHRACENE
<10
pg/l
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
1,2-DICHLOROBENZENE
<10
pg/1
<0.60
lbs/day
0
pg/1
0.00
lbs/day
3
EPA 625
10
1,3-DICHLOROBENZENE
<10
pg/i
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
1,4-DICHLOROBENZENE
<10
pg/I
<0.60
Ibslday
0
pg/I
0.00
lbs/day
3
EPA 625
10
3,3-DICHLORO-
BENZIDINE
<20pg/I
<1.20
lbs/day0lbs/day
pg/I
0.00
3
EPA 625
20
DIETHYL PHTHALATE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
DIMETHYL PHTHALATE
<10
pg/I
<0.60
lbs/day
0
pg/l
0.00
lbs/day
3
EPA 625
10
2,4-DINITROTOLUENE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
2,6-DINITROTOLUENE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
1,2-DIPHENYL-
HYDRAZINE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
Ibslday
3
EPA 625
10
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 15 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
ML/MDL
Conc.
Units
M ass
Units
Conc.
Units
Mass
Units
Number
of
Samples
FLUORANTHENE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
FLUORENE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
HEXACHLOROBENZENE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
HEXACHLORO-
BUTADIENE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
Ibslday
3
EPA 625
10
HEXACHLOROCYCLO-
PENTADIENE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
Ibslday
3
EPA 625
10
HEXACHLOROETHANE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
INDEN0(1,2,3-CD)
PYRENE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
ISOPHORONE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
NAPHTHALENE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
NITROBENZENE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
N-NITROSODI-N-
PROPYLAMINE
<20
pg/l
<1.20
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
20
N-NITROSODI-
METHYLAMINE
<10
pg/I
<0.60
Ibslday
0
pg/I
0.00
lbs/day
3
EPA 625
10
N-NITROSODI-
PHENYLAMINE
<20
pg/I
<1.20
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
20
PHENANTHRENE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
PYRENE
<10
pg/I
<0.60
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
1,2,4-
TRICHLOROBENZENE
<20
pg/I
<1.20
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
20
Use this space (or a separate sheet) to
provide information
on
other base -neutral compounds
requested
by the permit
writer
Use this space (or a separate sheet) to provide information on other pollutants (e.g., pesticides) requested by the permit writer
{
:x REFR!.
I 1
I'L C r.t RVrIE +
FYO
{ s� T
Aa.fO �DERMINE:WHI
E�SOT
CHwOTHER
PAR, Tr
S.
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 16 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
SUPPLEIVIEN ;ALAPPLIC
'- QN INFORMATION_
......... .
,.
PARTeD EXPAND D EF,FLU NT. STING DATpA� ,
u.rtp. e.,,, �5 =• of r r f..�l, ,.,;.-sis}.cs?# ss"k .ia,... ,,,{ .._ ,x:
Refer to the directions on the cover page to determine whether this section applies to the treatment works.
Effluent Testing: 1.0 mgd and Pretreatment Works. If the treatment works has a design flow greater than or equal to 1.0 mgd or it has (or is required
to have) a pretreatment program, or is otherwise required by the permitting authority to provide the data, then provide effluent testing data for the following
pollutants. Provide the indicated effluent testing information and any other information required by the permitting authority for each outfall through which
effluent is discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data collected
through analyses conducted using 40 CFR Part 136 methods. In addition, these data must comply with QA/QC requirements of 40 CFR Part 136 and
other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. Indicate in the blank rows provided below
any data you may have on pollutants not specifically listed in this form. At a minimum, effluent testing data must be based on at least three pollutant
scans and must be no more than four and one-half years old.
Outfall number. 002 (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM. DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
ML!MDL
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
METALS (TOTAL RECOVERABLE), CYANIDE,
PHENOLS,
AND HARDNESS.
ANTIMONY
<3
pg/I
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 200.8
3
ARSENIC
<5
pg/I
<0.01
Ibs/day
0
pg/I
0.00
lbs/day
3
EPA 200.8
5
BERYLLIUM
<2
pg/I
<0.01
Ibs/day
0
pg/I
0.00
lbs/day
3
EPA 200.8
2
CADMIUM
<2
pg/I
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 200.8
2
CHROMIUM
<2
pg/I
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 200.8
2
COPPER
<2
pg/I
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 200.8
2
LEAD
<5
pg/I
<0.01
lbs/day
0
pg/l
0.00
Ibs/day
3
EPA 200.8
5
MERCURY
2.30
ng/I
104
lbs/day
1.65
ng/I
10
Ibs/day
3
EPA 1631
0.50
NICKEL
27.3
pg/I
0.07
lbs/day
13.7
pg/I
0.04
lbs/day
3
EPA 200.8
10
SELENIUM
8.13
pg/I
0.02
lbs/day
4.07
pg/I
0.01
lbs/day
3
EPA 200.8
5
SILVER
<5
pg/I
<0.01
lbs/day
0
pg/I
0.00
Ibs/day
3
EPA 200.8
5
THALLIUM
<1
pg/I
<0.003
lbs/day
0
pg/l
0.00
Ibs/day
3
EPA 200.8
1
ZINC
41.0
pg/1
0.11
lbs/day
7.10
pg/l
0.02
lbs/day
3
EPA 200.8
10
CYANIDE
<10
pg/l
<0.03
Ibs/day
0
pg/I
0.00
lbs/day
3
EPA
335.2/335.3
10
TOTAL PHENOLIC
COMPOUNDS
57.0
pg/I
0.15
Ibs/day
32.6
pg/I
0.08
lbs/day
3
EPA 420.1/SM
510 A-B
5
HARDNESS (as CaCO3)
45.4
mg/1
0.12
lbs/day
32.9
mg/1
0.09
lbs/day
3
Calculation
n/a
Use this space (or a separate sheet) to provide information on other metals requested by the permit writer
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 17 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
Outfall number: 002 (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MLlMDL
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
VOLATILE ORGANIC COMPOUNDS
ACROLEIN
<50
pg/I
<0.13
Ibslday
0
pg/I
0.00
lbs/day
3
EPA 624
50
ACRYLONITRILE
<50
pg/I
<0.13
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
50
BENZENE
<5
pg/I
<0.01
Ibslday
0
pg/I
0.00
lbs/day
3
EPA 624
5
BROMOFORM
<5
pg/I
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
CARBON
TETRACHLORIDE
<5
pg/I
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
CHLOROBENZENE
<5
pg/I
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
CHLORODIBROMO-
METHANE
<5
pg/I
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
CHLOROETHANE
<5
pg/I
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
2-CHLOROETHYLVINYL
ETHER
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
10
CHLOROFORM
<5
pg/I
<0.01
Ibslday
0
pg/I
0.00
lbs/day
3
EPA 624
5
DICHLOROBROMO-
METHANE
<5
pg/I
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
1,1-DICHLOROETHANE
<5
pg/I
<0.01
Ibslday
0
pg/I
0.00
lbs/day
3
EPA 624
5
1,2-DICHLOROETHANE
<5
pg/I
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
TRANS-I,2-DICHLORO-
ETHYLENE
<5
pg/I
<0.01
Ibslday
0
pg/I
0.00
lbs/day
3
EPA 624
5
1,1-DICHLORO-
ETHYLENE
<5
pg/I
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
1,2-DICHLOROPROPANE
<5
pg/I
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
1,3-DICHLORO-
PROPYLENE
<5
pg/I
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
ETHYLBENZENE
<5
pg/I
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
METHYL BROMIDE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
10
METHYL CHLORIDE
<5
pg/I
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
METHYLENE CHLORIDE
<5
pg/I
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
1,1,2,2-TETRA-
CHLOROETHANE
<5
pg/I
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
TETRACHLORO-
ETHYLENE
<5
pgll
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
TOLUENE
<5
pg/I
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 18 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
Outfall number: 002 (Complete once for each (utfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
ML/MDL
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
1,1,1-
TRICHLOROETHANE
<10
pg/1
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
10
1,1,2-
TRICHLOROETHANE
<5
pg/1
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
TRICHLOROETHYLENE
<5
pg/I
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
VINYL CHLORIDE
<5
pg/I
<0.01
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 624
5
Use this space (or a separate sheet) to provide information on other volatile organic compounds requested by the permit writer
ACID -EXTRACTABLE COMPOUNDS
P-CHLORO-M-CRESOL
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
2-CHLOROPHENOL
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
2,4-DICHLOROPHENOL
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
2,4-DIMETHYLPHENOL
<10
pg/I
<0.03
lbs/day
0
pg/1
0.00
lbs/day
3
EPA 625
10
4,6-DINITRO-O-CRESOL
<50
pg/I
<0.13
lbs/day
0
pg/I
0.00
Ibslday
3
EPA 625
50
2,4-DINITROPHENOL
<50
pg/I
<0.13
Ibslday
0
pg/1
0.00
Ibslday
3
EPA 625
50
2-NITROPHENOL
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
Ibslday
3
EPA 625
10
4-NITROPHENOL
<10
pg/I
<0.03
Ibslday
0
pg/I
0.00
lbs/day
3
EPA 625
10
PENTACHLOROPHENOL
<30
pg/I
<0.08
lbs/day
0
pg/I
0.00
Ibslday
3
EPA 625
30
PHENOL
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
2,4,6-
TRICHLOROPHENOL
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
Ibslday
3
EPA 625
10
Use this space (or a separate sheet) to provide information on other acid -extractable compounds requested by the permit writer
BASE -NEUTRAL COMPOUNDS
ACENAPHTHENE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
ACENAPHTHYLENE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
ANTHRACENE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
BENZIDINE
<50
pg/1
<0.13
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
50
BENZO(A)ANTHRACENE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
BENZO(A)PYRENE
<10
pg/1
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 19 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
outfall number: 002 (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MLIMDL
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
3,4 BENZO-
FLUORANTHENE
<10
pg/I
<0.03
Ibslday
0
pg/I
0.00
lbs/day
3
EPA 625
10
BENZO(GHI)PERYLENE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
BENZO(K)
FLUORANTHENE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
BIS (2-CHLOROETHOXY)
METHANE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
BIS (2-CHLOROETHYL)-
ETHER
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
BIS (2-CHLOROISO-
PROPYL) ETHER
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
BIS (2-ETHYLHEXYL)
PHTHALATE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
4-BROMOPHENYL
PHENYL ETHER
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
BUTYL BENZYL
PHTHALATE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
2-CHLORO-
NAPHTHALENE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
4-CHLORPHENYL
PHENYL ETHER
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
CHRYSENE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
DI-N-BUTYL PHTHALATE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
Ibslday
3
EPA 625
10
DI-N-OCTYL PHTHALATE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
DIBENZO(A,H)
ANTHRACENE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
1,2-DICHLOROBENZENE
<10
pg/l
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
1,3-DICHLOROBENZENE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
1,4-DICHLOROBENZENE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
3,3-DICHLORO-
BENZIDINE
<20
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
20
DIETHYL PHTHALATE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
DIMETHYL PHTHALATE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
2,4-DINITROTOLUENE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
2,6-DINITROTOLUENE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
1,2-DIPHENYL-
HYDRAZINE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 20 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
Outfall number. 002
(Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MLIMDL
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
FLUORANTHENE
<10
pg/I
<0.03
lbs/day
0
pg/l
0.00
lbs/day
3
EPA 625
10
FLUORENE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
HEXACHLOROBENZENE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
HEXACHLORO-
BUTADIENE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
HEXACHLOROCYCLO-
PENTADIENE
<10
/l
pg/I
<0.03
lbs/day0lbs/day
pg/I
0.00
3
EPA 625
10
HEXACHLOROETHANE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
INDENO(1,2,3-CD)
PYRENE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
ISOPHORONE
<10
pg/l
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
NAPHTHALENE
<10
pg/I
<0.03
lbs/day
0
pg/1
0.00
lbs/day
3
EPA 625
10
NITROBENZENE
<10
pg/I
<0.03
lbs/day
0
pg/l
0.00
lbs/day
3
EPA 625
10
N-NITROSODI-N-
PROPYLAMINE
<20
pg/I
<0.05
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
20
N-NITROSODI-
METHYLAMINE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
N-NITROSODI-
PHENYLAMINE
<20
pg/I
<0.05
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
20
PHENANTHRENE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
PYRENE
<10
pg/I
<0.03
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
10
1,2,4-
TRICHLOROBENZENE
<20
pg/I
<0.05
lbs/day
0
pg/I
0.00
lbs/day
3
EPA 625
20
Use this space (or a separate sheet) to provide information on other base -neutral compounds requested by the permit writer
Use this space (or a separate sheet) to provide information on other pollutants (e.g., pesticides) requested by the permit writer
R On
.._.. .._._ _.._,.x- D, , .
OV,IE PGliSERMN WE
Qamfy�;Ea�QE_ I
A O1M;O
-
OTHE
L =S"n-c
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 21 of 89

City of 6othstioro
f .M. Brawn A
Nnrtil Carolina
27533-f7D1
July 13, 2012
Ms. Dina Sprinkle
NC DENR
Division of Water Quality
Point Source Branch
1617 Mail Service Center
Raleigh NC 27699-1617
RE: NPDES Permit Renewal Application
City of Goldsboro Water Reclamation Facility
NPDES Permit No. NC0023949
Dear Ms. Bryant:
Please find enclosed three (3) copies of the application for the subject permit.
The City of Goldsboro is currently permitted to discharge 14.2 MGD to the Neuse
River under NPDES Permit NC0023949, which expires February 28th, 2013
The City of Goldsboro is hereby requesting that its NPDES permit provide the
following:
1. Modify the permit addressee to Scott Stevens, our current City Manager.
2. We are requesting a modification of the NPDES pH permit limit of 6.0 to
9.0 su at pipe 002, the discharge of the 40-acres of constructed
wetlands. We would like the upper limit be increased to 10.0 su. This
would enable us to discharge year round instead of seasonally. In 2001
the constructed wetlands system was built to circulate advanced treated
wastewater to remove more nutrients before being discharged to the
Neuse River. Being a natural system, there are normal pH variations
due to the plants and algal growth in the wetlands.
3. Please note that application pages for Pipe 002 shows three (3)
bioassays less due to seasonal shut downs.

We request a copy of any comments that NC DWQ may receive from the public
regarding this permit renewal. Additionally, we request that NC DWQ provide a
hard copy of the DRAFT NPDES Permit and Fact Sheet to the City of Goldsboro
so we can review it prior to it being finalized.
Please do not hesitate contacting me If you should have any questions or need
additional information. Thank you.
Sincerely,
04-P/r) GY 1/4,8J,
Karen H. Brashear
Public Utilities Director
P.O. Drawer A
Goldsboro, NC 27533-9701
[phone], ext. 101
kbrashearCa�ci.goldsboro. nc. us
cc: Al Hodge, Washington Regional DWQ
Scott Stevens, City Manager

City of Goldsboro
Sludge Management Plan
Excess activated sludge that is not needed for the treatment of incoming
wastewater is sent to an aerated biosolids holding tank of the Water Reclamation
Facility site. Adjacent to the biosolids holding tank is the Dewatering Facility.
Here excess biosolids are dewatered by belt filter presses to prepare the
biosolids for processing at the Biosolids Composting Facility. The dewatered
biosolids cake is loaded by screw conveyors into waiting compost mixing trucks
which have already been loaded with chipped yard waste made from tree limbs.
The compost mixing trucks mix the dewatered biosolids cake and the chipped
yard waste together during the 5-minute trip between the Dewatering Facility to
the Biosolids Composting Facility.
Upon arrival at the Biosolids Composting Facility, the mixing trucks off load the
compost mixture at the front of the composting bays. The Biosolids Composting
Facility is a modified invessel-type plant. This design was selected so that the
composting production is not effected by rainy weather and because there is
better quality control during the compost production process. Air will be blown
into air headers under the compost piles. There are large computer -controlled
pieces of equipment that agitate and move the compost piles approximately 10-
feet per day. Typically it takes between 21 to 32 days for the compost to move
through the compost building.
There are thermocouples in the walls of the compost bays to measure compost
temperatures during the composting process. The temperature data is sent to a
computer system to track the data for each "charge" of compost as it moves
through the composting process.
The EPA Part 503 Biosolids Rule requires that the compost temperature by over
40° C and the average temperature must be higher than 45° C for Vector
Attraction Reduction. The Part 503 Rule also requires that the compost be
maintained at 55° C or higher for 3 days to reduce pathogens. The Rule also
requires that after the composting process that the compost be cured for 30-
days.
Typically, temperatures achieved at the Goldsboro Compost Facility compost are
between 55° C to 70° C for approximately 11 days and between 45° C to 60° C
for approximately 32 days. Compost is cured for at least a 40-day period. All
biosolids materials are kept underneath a roof until after the finished compost is
cured. After curing, the compost is put through a trommel screen to size the
compost to a fine compost (<3/8") and a mulch compost (<3/4"). The finished
compost has been classified as Exception Quality (EQ) under the EPA Part 503
Rule.

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
SUPPLEMENTAL APPLICATION. INFORMATION
PART F. INDUSTRIAL USER DISCHARGES AND RCRA/CERCLA WASTES
All treatment works receiving discharges from significant Industrial users
complete part F.
GENERAL INFORMATION:
or which receive RCRA,CERCLA,
ot, an approved pretreatment program?
Users (ClUs). Provide the number
or other remedial wastes must
of each of the following types of
questions F.3 through F.8 and
F.1. Pretreatment program. Does the treatment works have, or is subject
® Yes ❑ No
F.2. Number of Significant Industrial Users (SIUs) and Categorical Industrial
industrial users that discharge to the treatment works.
a. Number of non -categorical Sills. 7
b. Number of Gills. 0
SIGNIFICANT INDUSTRIAL USER INFORMATION:
to the treatment works, copy
Supply the following information for each SIU. If more than one SIU discharges
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: AP Exhaust Products
Mailing Address: 300 Dixie Trail
Goldsboro, NC 27530
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Manufacture automotive exhaust pipes and mufflers
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Automotive exhaust pipes and mufflers
Raw material(s): Cold rolled steel (uncoated and aluminum coated)
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into
day (gpd) and whether the discharge is continuous or intermittent.
3150 gpd (50% continuous or 50% intermittent)
the collection system in gallons per
discharged into the collection system
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow
in gallons per day (gpd) and whether the discharge is continuous or intermittent.
4500 gpd ( x continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ® Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 67 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g.,
upsets, interference) at the treatment works in the past three years?
❑ Yes ® No If yes, describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck, rail or dedicated pipe?
❑ Yes 0 No (go to F.12)
F.10. Waste transport. Method by which RCRA waste is received (check all that apply):
0 Truck ❑ Rail 0 Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount (volume or mass, specify units).
EPA Hazardous Waste Number Amount Units
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently (or has it been notified that it will) receive waste from remedial activities?
0 Yes (complete F.13 through F.15.) ❑ No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates (or is excepted to origniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment.
a. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
b. Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous 0 Intermittent If intermittent, describe discharge schedule.
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 68 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
tj 4,461
it
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA, or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.1. Pretreatment program. Does the treatment works have, or is subject ot, an approved pretreatment program?
® Yes ❑ No
F.2. Number of Significant Industrial Users (SIUs) and Categorical Industrial Users (ClUs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
c. Number of non -categorical SIUs. 7
d. Number of CIUs. 0
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Case Farms
Mailing Address: P.O. Box 1460
Goldsboro, NC 27533
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Poultry slaughter. evisceration, and cut-up
F.S. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Whole processed broilers and pieces
Raw material(s): Live broilers, water, ice. cleaning chemicals, aluminum chloride, and polymer
F.6. Flow Rate.
c. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
658.000 gpd ( x continuous or intermittent)
d. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system
in gallons per day (gpd) and whether the discharge is continuous or intermittent.
154.000
gpd ( x continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits
b. Categorical pretreatment standards
® Yes ❑ No
❑ Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 69 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g.,
upsets, interference) at the treatment works in the past three years?
❑ Yes ® No If yes, describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck, rail or dedicated pipe?
❑ Yes ❑ No (go to F.12)
F.10. Waste transport Method by which RCRA waste is received (check all that apply):
❑ Truck 0 Rail 0 Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount (volume or mass, specify units).
EPA Hazardous Waste Number Amount Units
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently (or has it been notified that it will) receive waste from remedial activities?
❑ Yes (complete F.13 through F.15.) ❑ No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates (or is excepted to origniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment.
c. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
d. Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous ❑ Intermittent If intermittent, describe discharge schedule.
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 70 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
SUPPLEMENTAL APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRAICERCLA WASTES
All treatment works receiving discharges from significant Industrial users
complete part F.
GENERAL INFORMATION:
or which receive RCRA,CERCLA,
ot, an approved pretreatment program?
Users (ClUs). Provide the number
or other remedial wastes must
of each of the following types of
questions F.3 through F.8 and
F.1. Pretreatment program. Does the treatment works have, or is subject
El Yes ❑ No
F.2. Number of Significant Industrial Users (SlUs) and Categorical Industrial
industrial users that discharge to the treatment works.
e. Number of non -categorical Sills. 7
f. Number of ClUs. 0
SIGNIFICANT INDUSTRIAL USER INFORMATION:
to the treatment works, copy
Supply the following Information for each SIU. If more than one SIU discharges
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Cooper Standard Automotive, Inc.
Mailing Address: 308 Fedelon Trail
Goldsboro, NC 27530
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Manufacture of rubber extrusions for automotive industries
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Glassruns and door trim for automobiles
Raw material(s): EPDM rubber, aluminum, steel, adhesive, solvents, polyester fibers
F.6. Flow Rate.
e. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into
day (gpd) and whether the discharge is continuous or intermittent.
26,000 gpd ( x continuous or intermittent)
the collection system in gallons per
into the collection system
f. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged
in gallons per day (gpd) and whether the discharge is continuous or intermittent.
22,300 gpd ( x continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ® Yes ❑ No
b. Categorical pretreatment standards 0 Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 71 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g.,
upsets, interference) at the treatment works in the past three years?
0 Yes ® No If yes, describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck, rail or dedicated pipe?
❑ Yes 0 No (go to F.12)
F.10. Waste transport. Method by which RCRA waste is received (check all that apply):
❑ Truck 0 Rail ❑ Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount (volume or mass, specify units).
EPA Hazardous Waste Number Amount Units
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediatlon Waste. Does the treatment works currently (or has it been notified that it will) receive waste from remedial activities?
0 Yes (complete F.13 through F.15.) 0 No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates (or is excepted to origniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment
e. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
f. Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous 0 Intermittent If intermittent, describe discharge schedule.
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 72 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
SUPPLEMENTAL APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRA/CERCLA WA STES
All treatment works receiving discharges from significant industrial users
complete part F.
GENERAL INFORMATION:
or which receive RCRA,CERCLA,
ot, an approved pretreatment program?
Users (ClUs). Provide the number
or other remedial wastes must
of each of the following types of
questions F.3 through F.8 and
F.1. Pretreatment program. Does the treatment works have, or is subject
® Yes ❑ No
F.2. Number of Significant Industrial Users (Sills) and Categorical Industrial
industrial users that discharge to the treatment works.
g. Number of non -categorical SlUs. 7
h. Number of CIUs. 0
SIGNIFICANT INDUSTRIAL USER INFORMATION:
to the treatment works, copy
Supply the following information for each SIU. If more than one SIU discharges
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Franklin Baking Company
Mailing Address: P.O. Drawer 228
Goldsboro, NC 27530
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Bakery Manufacture
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Bread and buns
Raw material(s): Flour, vegetable oil, syrup, Mon -&Di -glycerides, wheat gluten, salt
F.6. Flow Rate.
g. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into
day (gpd) and whether the discharge is continuous or intermittent.
15,600 gpd ( 30% continuous or 70% intermittent)
the collection system in gallons per
into the collection system
h. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged
in gallons per day (gpd) and whether the discharge is continuous or intermittent.
1,200 gpd ( x continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits CO Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 73 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g.,
upsets, interference) at the treatment works in the past three years?
❑ Yes ® No If yes, describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck, rail or dedicated pipe?
❑ Yes 0 No (go to F.12)
F.10. Waste transport Method by which RCRA waste is received (check all that apply):
0 Truck 0 Rail ❑ Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount (volume or mass, specify units).
EPA Hazardous Waste Number Amount Units
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently (or has it been notified that it will) receive waste from remedial activities?
❑ Yes (complete F.13 through F.15.) 0 No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates (or is excepted to origniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment
g. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
h. Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous 0 Intermittent If intermittent, describe discharge schedule.
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 74 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
SUPPLEMENTAL APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRAJCERCLA WASTES
All treatment works receiving discharges from significant industrial users
complete part F.
GENERAL INFORMATION:
or which receive RCRA,CERCLA,
ot, an approved pretreatment program?
Users (CIUs). Provide the number
or other remedial wastes must
of each of the following types of
questions F.3 through F.8 and
F.1. Pretreatment program. Does the treatment works have, or is subject
® Yes ❑ No
F.2. Number of Significant Industrial Users (SIUs) and Categorical Industrial
industrial users that discharge to the treatment works.
i. Number of non -categorical SIUs. 7
j. Number of CIUs. 0
SIGNIFICANT INDUSTRIAL USER INFORMATION:
to the treatment works, copy
Supply the following information for each SIU. If more than one SIU discharges
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Mission Foods
Mailing Address: 401 Gateway Drive
Goldsboro, NC 27534
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge. •
Manufacture of Wheat and Com Tortillas
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Wheat flour and corn flour tortillas
Raw material(s): Baking powder and baking soda
F.6. Flow Rate.
i. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into
day (gpd) and whether the discharge is continuous or intermittent.
2,400 gpd ( x continuous or intermittent)
the collection system in gallons per
discharged into the collection system
j. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow
in gallons per day (gpd) and whether the discharge is continuous or intermittent.
2,000 gpd ( x continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits EI Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 75 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g.,
upsets, interference) at the treatment works in the past three years?
❑ Yes ® No If yes, describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck, rail or dedicated pipe?
❑ Yes 0 No (go to F.12)
F.10. Waste transport. Method by which RCRA waste is received (check all that apply):
❑ Truck 0 Rail 0 Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount (volume or mass, specify units).
EPA Hazardous Waste Number Amount Units
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remedlation Waste. Does the treatment works currently (or has it been notified that it will) receive waste from remedial activities?
❑ Yes (complete F.13 through F.15.) 0 No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates (or is excepted to origniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment.
i. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
j. Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous 0 Intermittent If intermittent, describe discharge schedule.
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 76 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
SUPPLEMENTAL APPLICATION INFORMATION
PART F. INDUSTRIAL USER DISCHARGES AND RCRA/CERCLAWASTES
All treatment works receiving discharges from significant industrial users
complete part F.
GENERAL INFORMATION:
or which receive RCRA,CERCLA,
ot, an approved pretreatment program?
Users (Gills). Provide the number
or other remedial wastes must
of each of the following types of
questions F.3 through F.8 and
F.1. Pretreatment program. Does the treatment works have, or is subject
N Yes ❑ No
F.2. Number of Significant Industrial Users (SIUs) and Categorical Industrial
industrial users that discharge to the treatment works.
k. Number of non -categorical SIUs. 7
I. Number of ClUs. 0
SIGNIFICANT INDUSTRIAL USER INFORMATION:
to the treatment works, copy
Supply the following information for each SIU. If more than one SIU discharges
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: UniFirst Corporation
Mailing Address: 800 S. John Street
Goldsboro, NC 27530
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Industrial laundry
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Wash work pants and shirts, mats, and shop towels
Raw material(s): Anhydrous sodium, metal silicate, bleach, fluoride
F.6. Flow Rate.
k. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into
day (gpd) and whether the discharge is continuous or intermittent.
71,600 gpd ( x continuous or intermittent)
the collection system in gallons per
into the collection system
I. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged
in gallons per day (gpd) and whether the discharge is continuous or intermittent.
750 gpd ( x continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits N Yes ❑ No
b. Categorical pretreatment standards 0 Yes N No
If subject to categorical pretreatment standards, which category and subcategory?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 77 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g.,
upsets, interference) at the treatment works in the past three years?
0 Yes EI No If yes, describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck, rail or dedicated pipe?
❑ Yes 0 No (go to F.12)
F.10. Waste transport Method by which RCRA waste is received (check all that apply):
❑ Truck 0 Rail ❑ Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount (volume or mass, specify units).
EPA Hazardous Waste Number Amount Units
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently (or has it been notified that it will) receive waste from remedial activities?
❑ Yes (complete F.13 through F.15.) ❑ No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates (or is excepted to origniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment
k. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
I. Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous 0 Intermittent If intermittent, describe discharge schedule.
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 78 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
SUPPLEMENTAL APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRAICERCLA WASTES
All treatment works receiving discharges from significant industrial users
complete part F.
GENERAL INFORMATION:
or which receive RCRA,CERCLA,
ot, an approved pretreatment program?
Users (ClUs). Provide the number
or other remedial wastes must
of each of the following types of
questions F.3 through F.8 and
F.1. Pretreatment program. Does the treatment works have, or is subject
ElYes ❑No
F.2. Number of Significant Industrial Users (Sills) and Categorical Industrial
industrial users that discharge to the treatment works.
m. Number of non -categorical Sills. 7
n. Number of ClUs. 0
SIGNIFICANT INDUSTRIAL USER INFORMATION:
to the treatment works, copy
Supply the following information for each SIU. If more than one SIU discharges
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Wayne Memorial Hospital
Mailing Address: P.O. Box 8001
Goldsboro, NC 27530
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Hospital
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Hospital, laundry, kitchen, meals
Raw material(s): Housekeeping chemicals, food
F.6. Flow Rate.
m. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into
day (gpd) and whether the discharge is continuous or intermittent.
47,000 gpd ( x continuous or intermittent)
the collection system in gallons per
into the collection system
n. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged
in gallons per day (gpd) and whether the discharge is continuous or intermittent.
40,000 gpd ( x continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ® Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 79 of 89

FACILITY NAME AND PERMIT NUMBER:
Goldsboro Water Reclamation Facility, NC0023949
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Neuse
F.B. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g.,
upsets, interference) at the treatment works in the past three years?
❑ Yes EI No If yes, describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck, rail or dedicated pipe?
❑ Yes 0 No (go to F.12)
F.10. Waste transport. Method by which RCRA waste is received (check all that apply):
0 Truck 0 Rail 0 Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount (volume or mass, specify units).
EPA Hazardous Waste Number Amount Units
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently (or has it been notified that it will) receive waste from remedial activities?
❑ Yes (complete F.13 through F.15.) 0 No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates (or is excepted to origniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment.
m. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
n. Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous 0 Intermittent If intermittent, describe discharge schedule.
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 80 of 89

NPDES FORM 2A Additional Information
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