NC0048861_Permit (Modification)_20090709

NPDES DOCUMENT ! CANNIN. COVER SHEET
NPDES Permit:
NC0048861
Creswell WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification.
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
July 9, 2009
This document is printed on reuse paper - lignore any
content on the reirerse side

• ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Govemor Director Secretary
July 9, 2009
Mayor William J. White, Jr.
Town of Creswell
P. O. Box 68
Creswell, NC 27928
Subject: Issuance of
Permit NCO
Creswell W
Washington C
Dear Mayor White:
•
eduritCD"
W,f6
Division personnel _have reviewed and approved your application for modification 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).
This final permit includes one technical correction and several narrative changes from the draft
permit send to you on May 6, 2009:
p Based on DWQ policy instream fecal coliform monitoring is only required if the receiving stream is
impaired for fecal coliform. Currently the Scuppernong River is not impaired for fecal co/iform. Fecal
coliform instream monitoring was removed. However, in the future the Division may require instream
monitoring to evaluate the performance of the new treatment facility.
p The Supplemental Page under item 2 was revised to remove the SBR tanks, add MBR tanks, add an
equalization tank, and add tertiary filters as the approved equipment.
p A Special Condition A. (4.) was added to facilitate BMP for the facultative ponds.
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 demand is made, this
decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. 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, the Coastal Area Management Act or any other Federal or
Local governmental permit that may be required.
Page 1 of 2
1617 Mail Service Center. Raleigh. North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet http:/ / h2o.state.nc.u9 /
An Equal Opportunity 1 Affirmative Action Employer
•
No7thCarolina
' jVaturir/Iji

If you have any questions concerning this permit, please contact Ron Berry at telephone number
[phone].
Sincerely,
r ; Coleen H. Sullins
Attachments
cc: Washington Regional Office/Surface Water Protection Section
Central Files
NPDES Unit
Page 2 of 2

Permit No. NC0048861
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control Act, as
amended,
Town of Creswell
is hereby authorized to discharge wastewater from a facility located at
Town of Creswell WWTP
NCSR 1155 south of Creswell
Washington County
to receiving waters designated as the Scuppernong River, classified C, Sw waters in the
Pasquotank River Basin in accordance with effluent limitations, monitoring requirements, and
other conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective August 1, 2009.
This permit and authorization to discharge shall expire at midnight on December 31, 2012.
Signed this day July 7, 2009.
,4( ; Coleen H. Sullins, Directo
Division of Water Quality
By Authority of the Environmental Management Commission

Permit No. NC0048861
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are
hereby revoked. As of this permit issuance, any previously issued permit bearing this number
is no longer effective. Therefore, the exclusive authority to operate and discharge from this
facility arises under the permit conditions, requirements, terms, and provisions included
herein.
Town of Creswell
is hereby authorized to:
1. Continue to operate an existing 0.064 MGD facultative wastewater treatment system
until replaced, located NCSR 1155 south of Creswell in Washington County, discharging to
outfall 001 and consisting of the following wastewater treatment components:
p Three lagoons in series
0 V-notch weir
0 Portable composite samplers, influent and effluent
2. After submittal of the new treatment facility Engineer Certificate to the Division; to
operate a new replacement wastewater treatment facility, located NCSR 1155 south of
Creswell in Washington County, discharging 0.200 MGD wastewater to outfall 001 and
consisting of the following wastewater treatment components:
0 Influent flow splitter box
0 Grit removal
0 Equalization basin
0 Influent feed pumps
0 Influent flow meter
0 Influent composite sampler
0 Mechanical rotating screens
0 Anaerobic selector tank
0 Three (3) parallel cell treatment trains (anoxic, aerobic, post anoxic)
0 Two (2) tanks Y $ 2
0 Post equalization tank with pumps
0 Two (2) Tertitary filters
0 UV Disinfection with back up power
0 Cascade aeration
0 Effluent pump
0 Effluent flow meter
0 Effluent composite sampler
0 2 sludge storage tanks withaeration and dewatering
0 Sludge truck loading
0 Support pipes, pumps, blowers, and instrumentation,
0 Back up power
3. Discharge from said treatment works into Scuppernong River, a Class C-Swamp water in
the Pasquotank River Basin, at the location specified on the attached map.

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USGS Quad: D33SW Creswell, NC '
Outfall Facility
Latitude: 35Q 51' 28.7" N 35° 51' 55" N
Longitude: 76Q 23' 38.8" W 76° 23' 43" W
Stream Class: C, Sw
Subbasin: 03-01-53
'Receiving Stream: Scuppernong River
•
North
NC0048861 Town of Creswell WWT.P
• Washington County •

Permit No. NC0048d-61
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of this permit and lasting either until the receipt of
the Engineering Certificate for expansion to 0.200 MGD or expiration, the Permittee is authorized to
discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as
specified below:
EFFLUENT
CHARACTERISTICS
EFFLUENT LIMITATIONS
MONITORING REQUIREMENTS
Monthly
Average
Weekly
Average
Daily
Maximum
Measurement
Frequency
Sample
Type
Sample
Location
Flow
0.064 MGD
_
Continuous
Recording
Influent or
Effluent
Dissolved Oxygen, mg/I (DO) '
Weekly
Grab
Effluent
Dissolved Oxygen, mg/I (D0) '
Weekly
Grab
Downstream 2
Temperature, °C
Weekly
Grab
Effluent
Temperature, °C
Weekly
Grab
Downstream 2
BOD, 5-day, 20°C 3
30.0 mg/I
45.0 mg/I
2/Month
Composite
Influent and
Effluent
Total Suspended Solids (TSS)
90.0 mg/I
135.0 mg/I
2/Month
Composite
Effluent
Fecal Coliform
(geometric mean)
200/100 ml
400/100 ml
2/Month
Grab
Effluent
pH
Not more than 9.0 s.u. nor less than
6.0 s.u.
2/Month
Grab
Effluent
Total Residual Chlorine (TRC) °
17 pg/I
2/Month
Grab
Effluent
Ammonia as N, mg/L (NH3 -N)
Monthly
Composite
Effluent
Total Kjeldahl Nitrogen (TKN)
Monitor & Report (mg/I)
Quarterly
Composite
Effluent
Nitrate and Nitrite Nitrogen
(NO3-N + NO2-N)
Monitor & Report (mg/I)
Quarterly
Composite
Effluent
Total Nitrogen (TN)
TN = TKN + (NO3-N + NO2-N)
Monitor & Report (mg/I)
Quarterly
Calculated
Effluent
Total Phosphorus (TP)
Monitor & Report (mg/I)
Quarterly
Composite
Effluent
NOTES:
1. The minimum measurement detection required is 1.0 mg/I.
2. Downstream = Spruills Bridge (NC1142). Sample taken at mid stream.
3. The monthly average effluent BOD5 concentration shall not exceed 35% of the influent value (i. e.
65% removal is required).
4. Monitoring and limit are required only if chlorine and/or a chlorine derivative is used for
disinfection. The Division shall consider all effluent TRC values reported below 50 ug/I to be in
compliance with the permit. However, the Permittee shall continue to record and submit all values
reported by a North Carolina certified laboratory (including field certified), even if these values fall
below 50 ug/I.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
All samples collected should be taken during a representative discharge event.

Permit No. NC0048861
.,A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During. the period beginning on the effective date of this permit and receipt of the Engineering
Certificate for the 0.20 MGD expansion, and lasting until expiration, the Permittee is authorized to
discharge treated wastewater from Outfall 001. Such discharges shall be limited and monitored by
the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
EFFLUENT LIMITATIONS
MONTORING REQUIREMENTS -
Monthly
Average
Weekly
Average
Daily
Maximum
Measurement
Frequency
Sample
Type
Sample
Location
Flow
0.20 MGD
Continuous
Recordingflut
or
InEffluent
BOD, 5-day, 20°C 2
(April 1- October 31)
5.0 mg/I
7.5 mg/I
Weekly
Composite
Influent and
Effluent
BOD, 5-day, 20°C 2
(November 1- March 31)
10.0 mg/I
15.0 mg/I
Weekly
Composite
Influent and
Effluent
Total Suspended Solids (TSS) 2
30.0 mg/I
45.0 mg/I
Weekly
Composite
Influent and
Effluent
Ammonia as Nitrogen (NH3 -N)
(April 1- October 31)
2.0 mg/I
6.0 mg/I
Weekly
Composite
Effluent
Ammonia as Nitrogen (NH3-N)
(November 1- March 31)
4.0 mg/I
12.0 mg/I
Weekly
Composite
Effluent
Fecal Coliform
(geometric mean)
200/100 ml
400/100 ml
Weekly
Grab
Effluent
pH
Not more than 9.0 s.u. nor less than
6.0 s.u.
Weekly
Grab
Effluent
pH, s.u.
Weekly
Grab
U and D 1
Dissolved Oxygen, mg/I (DO)
Not less than 5.0 mg/I daily average
Weekly
Grab
Effluent
Dissolved Oxygen, mg/I (DO)
Weekly
Grab
U and D 1
Temperature, °C
Weekly
Grab
Effluent
Temperature, °C
Weekly
Grab
U and D 1
Total Kjeldahl Nitrogen (TKN)
Monitor & Report (mg/I)
Quarterly
Composite
Effluent
Nitrate and Nitrite Nitrogen
(NO3-N + NOz N)
Monitor & Report (mg/I)
Quarterly
Composite
Effluent
Total Nitrogen (TN)
TN = TKN + (NO3-N + NO2-N)
• Monitor & Report (mg/I)
Quarterly
Calculated
Effluent
Total Phosphorus (TP)
Monitor & Report (mg/I)
Quarterly
Composite
Effluent
NOTES:
1. U = Upstream, 200 feet upstream from outfall 001. D = Downstream, Spruills Bridge (NC1142).
Samples taken at mid stream.
2. The monthly average effluent BOD5 and TSS concentrations shall not exceed 15% of the
respective influent value (i.e. 85% removal is required).
There shall be no discharge of floating solids or visible foam in other than trace amounts.
All samples collected should be taken during a representative discharge event.

Permit No. NC0048861
A. (3.) TEMPORARY MEANS OF DISINFECTION
In the event that the wastewater treatment plant's ultraviolet (UV) disinfection system should fail,
underperform, or otherwise be removed from effective service, the permittee or his agent should
immediately inform the Surface Water Protection Section staff of the Washington Regional Office of
this development and discuss temporary, alternate means for disinfection of the effluent.
If chlorine compounds are used as temporary means of disinfection, the total residual chlorine (TRC)
concentration of the effluent must be monitored on a daily basis while this method of disinfection is
in use and values must be reported on the discharge monitoring report. TRC in the effluent may not
exceed 17 µg/L (or prevailing Division TRC measurement standards); therefore, dechlorination
methods may also be necessary to ensure protection of water quality in the receiving stream.
Use of a disinfection system other than the permitted UV system during circumstances not deemed
as emergency and/or temporary (replacement of lamps, Tamp cleaning or maintenance, etc.) will be
considered a violation of the terms of this permit.
A. (4.) TERMINATION OF DISCHARGE FROM FACULTATIVE PONDS
Once the engineering certificate is submitted indicating the new treatment process is in operation
the permittee must:
1. Alert the Washington Regional Office/Surface Water Protection during normal business hours
that the new treatment process is in operation
2. Cease discharges from the facultative ponds to Outfall 001
3. Operate the facultative ponds so as not to cause any other unlawful discharges, for example
overflow of suspect wastewater
4. Provide a method for the facultative ponds liquid to be transferred to the headworks of the new
treatment process, unless the modification satisfies this requirement for both ponds
5. Provide a status report on the facultative ponds a minimum of every six months to the
Washington Regional Office/Surface Water Protection
The Regional Office may terminate the status report or the requirement to provide a method to
transfer liquid from any either/or both ponds to the headworks, once it is satisfied no risk to water
quality standards are imminent. Any sludge disposal from the facultative ponds must follow the
Sludge Management Plan or may be recycled to the appropriate point in the new treatment process.

DENR/DWQ
FACT SHEET FOR NPDES PERMIT MODIFICATION DEVELOPMENT
NPDES No. NC0048861
Facility Information
Applicant/Facility Name:
Town of Creswell WWTP
Applicant Address:
P.O. Box 68; Creswell, North Carolina 27928-0068
Facility Address:
NCSR 1155 south of Creswell; Creswell, North Carolina 27928
Permitted Flow
0.200 MGD
Type of Waste:
domestic
Facility/Permit Status:
Class I, Active; Class II, Modification/Expansion/Treatment Upgrade
County:
Washington County .
Miscellaneous
Receiving Stream: •
Scuppernong River
Stream Classification:
C-Swamp
Subbasin:
03-01-53
Index No.
30-14-4-(1)
Drainage Area (mi2):
NA
303(d) Listed?
Yes
Summer 7Q10 (cfs)
Tidal
Regional Office:
Washington
Winter 7Q10 (cfs):
Tidal
State Grid / USGS Quad:
D33SW
30Q2 (cfs)
Tidal
Permit Writer:
Ron Berry '
Average Flow (cfs):
Tidal
Date:
07/8/09 Revised
IWC (%): -
NA
BACKGROUND
The Town of Creswell currently operates a Class I three lagoon facultative treatment system
in Washington County with a permitted discharge of 0.064 MGD. The 100% domestic effluent
to the treatment works originates from 216 residential/commercial sources. The treatment
configuration design is for 65% BOD removal. There is no disinfection treatment. This
treatment scheme does not reflect the best available technology and is not expandable. It
discharges to an impaired stream, Scuppernong River, a tidal C-Swamp class stream. Low
dissolved oxygen and low pH are the primary impairment parameters. The NPDES permit
was renewed in March 2008.
Upcoming and projected changes; new highway, more businesses, a 4-H camp, more homes;
are requiring Washington County to develop a regional wastewater collection/treatment
approach to support the impending growth and meet the public health needs in the county.
To become the regional wastewater provider for Washington County Creswell WWTP is
requesting modification/expansion of its NPDES permit.
The permittee has requested a permit for expansion to a Class II 0.20 MGD treatment facility
using cell system and SBR based technology, tertiary filtration with post UV disinfection.
Upon request speculative compliance limits were provided to Creswell in August 2004 and
are still applicable. The speculative limits are based on BAT, water quality standards, and
effluent standards. Additional in stream monitoring for pH will be required. A dissolved
oxygen compliance limit will be required.
EAA
An EEA was performed as part of the expansion application and the public funding process.
Another facility, Columbia WWTP, was contacted about extending services to this area.
However, Columbia declined because of physical limitations. Non -discharge options, Land
Application, Wastewater Reuse, were investigated but were not feasible because of lack of
physical resources, poor soil conditions, and high cost estimates. The Division supports the
replacement and upgrade of the Creswell treatment facility.
The more complex treatment operation will require the operator to be upgraded to Grade II.
An additional staffing evaluation was requested to demonstrate that sufficient planning had
been done to provide the manpower to operate and maintain the expanded system. The
report was received April 21, 2009 and accepted. The Division will continue to stress to the
permittee the increased responsibility/accountability associated with this more complex
treatment system and increased .service area.
Fact c.:ha
NPDES NC-2004886
P;g 1 of 4

NEW COLLECTION SYSTEM/TREATMENT PROCESS
New septic tanks with effluent pumps would be provided/maintained by Washington County
Sewer Authority to each user. The septic tanks effluent would transfer through low pressure
piping to 2 collection stations. Untreated domestic waste is introduced to the plant
headworks via 2 forced sewer mains from the lifting stations pumps. As the waste flows mix
in the headworks a divertor box is used to control the untreated waste flows to the
equalization basin and grit removal section. Both the equalization basin and grit removal exit
flows collect in a sump where pumps transfer the waste flow through an influent meter,
rotating fine screens, and into an anaerobic selection tank.
From the selector tank the wastewater flows through 3 treatment cells, anoxic, aerobic, post
anoxic, SBR tanks, and into an equalization tank. Pumps transfer the treated wastewater to
tertiary filters which then flows through a UV disinfection section, cascade aeration, and into
an effluent collection station. An effluent pump sends the flow through an effluent meter, a
pressure line, and discharges into the Scuppernong River. As required back up power is
included.
Sludge is routinely wasted to two aerated holding tanks. As sludge inventory builds the
holding tanks are transferred to trucks for off site disposal. The required Sludge Management
Plan was not included with the application. The permittee was informed the application
review could not be completed until a Sludge Plan was submitted. The plan was received
April 20, 2009 and accepted.
PERMITTING STRATEGY
Since new treatment technology is being applied review of historical permitting strategies
was conducted. All recommendations on record were reviewed. The 2004 speculative limits
along with current POTW standards were applied for the expansion. Per Division policy the
monitoring frequency will increase to weekly for all effluent limited parameters for the
expansion permit. With UV used as the disinfection, TRC compliance will not be stated on the
expansion effluent page but addressed in a special condition for temporary disinfection.
Additional upstream/downstream monitoring parameters will be added.
To further reinforce the changes from the treatment modification a special condition will be
added to facilitate BMP of the retired facultative ponds.
Effluent Limitations and Monitoring Requirements
Flow
Flow monitoring, either recorded influent or effluent, with a compliance permitted monthly
average flow of 0.200 MGD will be assigned to the expansion permit.
BOD
BAT, as stated in speculative letter were amended for seasonal variance and applied. BOD is
a primary pollutant parameter for domestic waste effluent. BOD influent/effluent composite
sampling with water quality based limits of 5.0 mg/I monthly average and 7.5 mg/I weekly
average from June 1 - September 30, and 10.0 mg/I monthly average and 15.0 mg/I weekly
average from October 1 - May 31, are required for the expansion permit. Minimum 85%
removal criteria is required for the expansion permit. Weekly sampling required.
Total Suspended Solids (TSS)
BAT, were applied as stated in speculative letter. TSS is a primary pollutant parameter for
domestic waste effluent. TSS influent and effluent composite sampling with effluent based
limits of 30.0 mg/I monthly average and 45.0 mg/I weekly average, and minimum 85%
removal criteria are required.for the expansion permit. Weekly sampling required..
The pH is a primary pollutant parameter for domestic waste effluent, pH limit range will
remain unchanged in the expansion permit. Weekly sampling required. The pH will be added
as a weekly upstream/downstream monitoring parameter.
.
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Dissolved Oxygen (DO)
DO is a pollutant parameter of concern, water quality base daily average limit of 5.0 mg/I will
be added for the expansion permit. Weekly sampling required. DO insteam monitoring will
be modified to weekly upstream and downstream.
Fecal Coliform
The fecal coliform is a primary pollutant parameter for domestic waste effluent, fecal
coliform limits will remain unchanged in the expansion permit. Weekly sampling will be
required.
Ammonia as Nitrogen (NH31
The NH3-N is a major toxic pollutant and water quality parameter of concern, per Division
policy seasonal limits will be imposed for the effluent. This is a tidal situation no dilution is
available. The summer effluent limits, April -October, 2.0 mg/I monthly average and 6.0 mg/I
weekly average were added in the new treatment permit. The winter effluent limits,
November -March, 4.0 mg/I monthly average and 12.0 mg/I weekly average were added in
the expansion permit. The expanded flow is not subject to WET testing at this time. Weekly
sampling is required.
Effluent Monitoring Requirements
Temperature
Temperature is a pollutant parameter of concern, effluent and downstream monitoring will
remain in the expansion permit. Upstream monitoring will be added. Weekly sampling is
required.
Total Nitrogen (TN)
TN is a nutrient pollutant of interest for domestic discharger. TN monitoring will remain
unchanged in the expansion permit. Since TN domestic
a calculated value, TN = TKN + (NO2-N +
NO3-N), then TKN and (NO2-N + NO3-N) monitoring will continue to be required.
Total Phosphorus (TP)
TP is a nutrient pollutant of interest for domestic discharger. TP monitoring will remain
unchanged in the expansion permit.
SUMMARY OF PROPOSED CHANGES FOR EXPANSION PERMIT
In keeping with Division policies the following will be incorporated into the permit:
p Effluent limits for BOD modified to reduce limits with weekly measurement.
Compliance limit of 85% BOD removal based on composite samples monthly
average influent/effluent required.
p Effluent limits for TSS modified to reduce limits with weekly measurement.
Compliance limit of 85% TSS removal based on composite samples monthly
average influent/effluent required.
p Effluent limits for fecal coliform measurement frequency increased to weekly.
p Effluent limits for pH measurement frequency increased to weekly. Added pH as
weekly instream monitoring requirement.
p Effluent seasonal NH3-N limits added and measurement frequency increased to
weekly.
p Effluent limit for daily average DO added. DO instream monitoring modified to
weekly upstream/downstream.
p TRC limits are not applicable since UV disinfection is used. Will add a special
condition so permittee accountability is defined if chlorine .or chlorine derivative
disinfection is used.
p Temperature instream monitoring modified to weekly upstream/downstream.
p Special Condition for BMP of the facultative ponds
NPDFN :C./04886:t
r''�:7C:•3of4

•
PROPOSED SCHEDULE FOR PERMIT ISSUANCE
Draft Permit to Public Notice: May 6, 2009
Permit Scheduled to Issue: August 2009
NPDES DIVISION CONTACT
If you have questions regarding any of the above information or on the attached permit,
please contact Ron Berry at [phone] or email [e-mail].
NAME: J "�,1R DATE:
REGIONAL OFFICE COMMENTS
NAME: DATE:
SUPERVISOR: DATE:

rik l S» 17
rLJ --J`c
RE Town of Creswell WWTP Expansion Permit Draft Cover Letter Fact Sheet
From: Bullock, Robert
Sent: Thursday, May 21, 2009 1:26 PM
To: Berry, Ron
Cc: Jarman, Kristin; Hodge, Al
Subject: RE: Town of Creswell WWTP Expansion Permit Draft, Cover Letter, Fact
Sheet
Ron,
The Supplement to permit cover sheet for Creswell needs to have the following
changes.
under #2 (wastewater treatment plant components) there is listed 2 MBR TANKS.
According to a
letter sent on May 19, 2009 Shankar asked to have the 2 MBR tanks removed and
instead add 2 SBR
tanks with a post equalization tank and Tertiary filtration.
Thanks,
Robbie
From: Jarman, Kristin
Sent: Wednesday, May 20, 2009 11:39 AM
To: Bullock, Robert
Subject: FW: Town of Creswell WWTP Expansion Permit Draft, Cover Letter, Fact Sheet
Please look at this draft permit for Creswell and fact sheet and see me.
Thanks,
Kristin
Kristin Jarman
Environmental Senior Specialist
Division of Water Quality
943 Washington square Mall
Washington NC 27889
252-948-3918
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.
From: Hodge, Al
Sent: Wednesday, May 20, 2009 11:09 AM
To: Jarman, Kristin
Subject: FW: Town of Creswell WWTP Expansion Permit Draft, Cover Letter, Fact Sheet
Please forward to the inspector for review
thanks
From: Berry, Ron
Sent: Friday, May 01, 2009 3:12 PM
To: Hodge, Al
Subject: Town of Creswell WWTP Expansion Permit Draft, Cover Letter, Fact sheet
Al,
Attached is the Regional office copies. Please respond with comments or no comments
if applicable.
Thanks,
Ron
Phone: [phone]
Fax: [phone]
Page 1

RE Town of Creswell WWTP Expansion Permit Draft Cover Letter Fact Sheet
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.
Ron Berry [e-mail]
Engineer I
DWQ/Point Source/NPDES
NCDENR
Page 2

3
MAY 2 6 2009
DMF - HABITAT PROTECTION
Date: 5 f I 1
o
To:
Trish Murphey
Sean McKenna
(.--Lynn Henry
Anne Deaton
Due Date:
15 I 0 of
County:
aj, , �,,,
A
Sara Winslow
Red Munden
Brian Cheuvront
Rich Carpenter
Rock Newman
Randy Gregory
From: Jeanne Hardy A
Habitat Protection Section
Applicant/Project Name:
Munitt
&fC, OO4 (t1
REPLY:
V��,,►3,2 Ns ,3 /oAt�lr0A
This office supports the project as proposed. .T,,, £�„ , i�N
C Ms cur IA_ , S P 1-AN'n�, dv e- ro 8 v i L D H N £. Li) W4.571 14 �T'v'C- 1 f^" P
AN0 Y xT :NA SE/WIC-E. HntA• Tlt .V t i z Hi+on, L9 ,r►A,n,u,2 took-PT7oN s W,TN LN
Do_ P A s z YS/4 4ct2 Comments to thisproject are below or attached.
No comment.
J75 C-4-'5S£0 Pf.C2in11- /x.5.01,=1cam770.^1 CL/711 kcBelt t3vCi-cCite
(l ()&- wAs/1,,za) o,•J Cul^r 20, 2•t'CX7,
This office objects to the project as proposed.
SIGNED
1 • cl
DATED: ,41f it 20/ 20o%
NC Division of Marine Fisheries, Habitat Protection Section
3441 Arendell Street, P.O. Box 769, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.ncdmf.net
One
NorthCarolina
�aturallq
An Equal Opportunity / Affirmative Action Employer — 50 % Recycled 110% post Consumer Paper

SO ka Washington Counhy
bymy The Division has made an attempt to post notices in the following newspaper(s):
News and Observer
„--- The Town of Creswell (P. O. Box 68, Creswell, NC 27928] has requested modification of permit
NC0048861 for the Town of Creswell WWTP in Washington County. This permitted facility
discharges treated domestic wastewater to the Scuppernong River in the Pasquotank River Basin.
For the modification, BOD, ammonia as nitrogen, fecal coliform, dissolved oxygen are water
quality limited. This discharge may affect future allocations in this segment of the Scuppernong
Watauga County
The Division has made an attempt to post notices in the following newspaper(s):
Winston -Salem -Journal — — Water Quality Utilities, Inc. has applied for modification of its NPDES permit NC0050610 for
✓ The Ponds WWTP in Watauga County. The modification includes an expansion of flow from 0.076
MGD to 0.336 MGD with a continued discharge of treated wastewater to the Watauga River, class
B-Trout HQW waters in the Watauga River Basin. Currently, biochemical oxygen demand (BOD),
total suspended solids (TSS) and ammonia are water quality limited. This discharge may affect
future allocations in this portion of the watershed.
Yadkin County
The Division has made an attempt to post notices in the following newspaper(s):
Winston-Salenz Journal
The Town of East Bend, North Carolina has applied for renewal of NPDES permit NC0064726 for
its East Bend Industrial Park WWTP in Yadkin County. This permitted facility discharges treated
domestic and commercial wastewater to an unnamed tributary to Yadkin River in the Yadkin -Pee
Dee River Basin. Currently ammonia nitrogen, dissolved oxygen, and total residual chlorine are
water quality limited. This discharge may affect future allocations in this portion of the watershed.
Wednesday, May 06, 2009 Page 4 of 4

•
PUBLIC NOTICE
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION/NPDES UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NC 27699-1617
NOTIFICATION OF INTENT TO ISSUE A NPDES WASTEWATER PERMIT
MAY -72009
DMF - HABITAT PROTECTION
The North Carolina Environmental Management Commission proposes to issue a
NPDES wastewater discharge permit to the person(s) listed below. )
Written comments regarding the proposed permit will be accepted until 30 days after � f 5( 0
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 significant degree of public interest.
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 file. Additional information on NPDES permits and this notice may be
found on our website: www.ncwaterquality.org, or by calling [phone].
Wednesday, May 06, 2009 Page 1 of 4

THE
WOOTEN
COMPANY
ENGINEERING
PLANNING
ARCHITECTURE
120 North Boylan Avenue
Raleigh NC 27603-1423
919.828.0531
fax [phone]
May 19, 2009
Mr. Ron Berry
Eastern NPDES Permit Program
NCDENR, Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: Draft Modification NPDES Permit
Permit NC0048861
Creswell Wastewater Treatment Plant
Washington County
Dear Mr. Berry:
On behalf of the Town of Creswell we have reviewed the subject Draft
Modification of the NPDES Permit NC0048861 and request that the
following changes should be made in item 2 of the Supplement to Permit
Cover Sheet:
Remove 2 MBR tanks and instead add the following wastewater treatment
components:
• 2 SBR tanks with a post equalization tank
• Tertiary filtration
The above changes are essential due to the change in the recommended
treatment system from MBR type activated sludge system to SBR type
activated sludge system with tertiary filtration in the revised Engineering
Report, submitted to the Construction Grants and Loan Section of
NCDWQ.
We appreciate your assistance in this matter.
Sincerely,
Shankar R. Mistry, Ph. D., P.E.
C: Mayor William J White, Jr., Town of Creswell
Al Hodge, Supervisor, SWPS/Washington Re 1
Gary Hartong, The Wooten Company
Colton Janes, The Wooten Company
MAY 1 9 2009
DENR - WATER QUALITY
POINT SOURCE BRANCH

AFFIDAVIT OF PUBLICATION
NORTH CAROLINA.
Wake County. ) Ss.
Public 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 dis-
charge permit to the per•
son(s) listed below.
Written comments regarding
the proposed permit will be
accepted until 30 days after
the publish date of this notice.
The Director of the NC Divi-
sion of Water Quality (DWO).
may hold—ar public -hearing
should there be a significant
degree of public interest.
Please mail comments
and/or information requests
10 OWQ at the above address.
Interested persons may visit
the DWQ al 512 N. Salisbury
Street, Raleigh, NC to review
information on file. Addition-
al information on NPDES
permits and this notice may
be found on our website:
www.ncwaterquality.org or
by calling [phone].
The Town of Creswell re-
quested modification of per.
mit N00048861 for the
Creswell WWTP in Washing-
ton County; this permitted
discharge is treated domestic
wastewater to Scuppernong
River in the Pasquotank Riv-
er Basin.
The Town of Snow Hill has
applied for renewal of permit
NC0020842 for the Snow Hill
WWTP in Greene County.
This permitted discharge Is
treated domestic wastewater
to Corftentnea Creek In the
Neuse River Basin.
N&O: May 9, 2009
Before the undersigned, a Notary Public of Wake
County North Carolina, duly commissioned and authorized to
administer oaths, affirmations, etc., personally appeared Debra
Peebles, who, being duly sworn or affirmed, according to law,
Both depose and say that she is Billing Manager -Legal
Advertising of The News and Observer a corporation
organized and doing business under the Laws of the State of
North Carolina, and publishing a newspaper known as The
News and Observer, in the City of Raleigh , Wake
County and State aforesaid, 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, and that as such
she makes this affidavit; that she is familiar with the books,
files and business of said corporation and by reference to the
files of said publication the attached advertisement for NC
DIVISION OF WATER QUALITY was inserted in the
aforesaid newspaper on dates as follows: 05/09/09
Account Number: 73350833
The above is correctly copied from the books and files of the aforesaid -Corporation and publication.
Debra Peebles, Billing Manager -Legal Advertising
Wake County, North Carolina
Sworn or affirmed to, and subscribed before me, this 11 day
of MAY , 2009 AD, by Debra Peebles.
In Testimony Whereof, I have hereunto set my hand and
affixed my official seal, the day and year aforesaid.
Timothy R. +PRifrslow, Notary Public
My commission expires June 2, 2013

In 2002, a Clean Water Management Trust Fund grant was awarded to Tyrrell Water and Sewer
District for construction of a regional low-pressure sewer system to eliminate 191 septic systems
and straight pipes.
Fish tissue samples were collected from the Scuppernong River in order to evaluate mercury
levels in the Pasquotank River basin. Results are included in Section 4.5.1.
2007 Recommendations
The Scuppernong River [AU# 30-14-4-(1)] will remain on the 2008 303(d) list to further assess
natural conditions for low DO and pH. The Scuppernong River will be rated when Coastal B
benthic criteria are finalized. DWQ will continue to work with local resource agencies to
monitor water quality and work with the Town of Creswell to ensure that the WWTP is in
compliance during the next review period.
4.3.4 Phelps Lake [AU# 30-14-4-6-1]
Phelps Lake is the second largest natural lake in North Carolina and is located within a vast
peninsula between the Albemarle Sound to the north and the Pamlico River to the south. The
peninsula contains numerous low-lying swampy areas underlain by thick organic muck and
relatively well -drained areas with fertile mineral and organic soils. Much of the area has been
cleared of vegetation, drained and put into large-scale agricultural use. Phelps Lake was
reclassified from C Sw to B Sw ORW in August 2000.
Phelps Lake (15,938.3 freshwater acres) is Not Rated in the aquatic life category because sample !
size criteria (10 sample minimum) were not met. The lake was sampled four times from May
2005 to August 2005 at sites ML1, ML2 and ML3. Physical water quality values for chlorophyll 0
a, pH, DO and temperature were similar to those collected in previous assessments. Nutrient 1
concentrations, which were generally low to moderate, were also similar to previous
assessments. ss
Phelps Lake was also sampled as part of the North Carolina Mercury Study Extension between
2004-2006. Samples were collected on a quarterly basis. No samples exceeded the state
mercury standard. Fish tissue samples were also collected from Phelps Lake in order to evaluate
mercury levels in the Pasquotank River basin. Results are included in Section 4.5.1.
4.4 Status and Recommendations for Waters with Noted Impacts
The surface waters discussed in this section are not Impaired. Attention and resources should be
focused on these issues to prevent water quality degradation. The current status and
recommendations for addressing these waters are presented below, and each is identified by an
AU#. Nonpoint source program agency contacts are listed in Appendix IV.
4.4.1 Bull Bay [AU# 30-14]
Bull Bay (1,839.4 saltwater acres) is Not Rated on an evaluated basis in the aquatic life category
due to WET failures associated with the Tyrrell County (Bull Bay) Reverse Osmosis (RO) Water
Treatment Plant (Permit NC0086924). Between October 2003 and December 2005, the facility
failed to meet its 90 percent acute toxicity target effluent concentrations on three occasions. No
other violations have been reported at this facility. DWQ will continue to work with Tyrrell
County to assure permit limits are met.
Chapter 4 — Pasquotank River Subbasin 03-01-53 67

into the Scuppernong River. Hog farming was an important industry in this area; ten hog farms
and associated lagoons are located in this area, but most are currently not operational. Much of
the area is covered with row crop farms including corn, potatoes and cotton.
2002 Status
The upper portion of the Scuppernong River was first listed on the 1998 303(d) list of Impaired
waters for water quality standards violations for dissolved oxygen (DO) and pH. Potential
sources were identified as nonirrigated crop production, off -farm animal holding and/or
management areas, municipal point sources, and specialty crop production. Benthic sampling in
2000 resulted in a Not Rated bioclassification. Biologists also determined that the low pH and
low DO levels in the Scuppernong River are likely due to natural conditions.
Current Status
The upper portion of the Scuppernong River, from source to Riders Creek (First Creek) (13.6
miles), is Not Rated+ in the aquatic life category. The Scuppernong River was sampled using
draft criteria for Coastal B rivers and is labeled as NR+. Coastal B rivers are defined as waters in
the coastal plain that are deep (nonwadeable), freshwater systems with little or no visible current .
under normal or low flow conditions. Other characteristics may include an open canopy, low pH
and low DO. Boat sampling is required for these waters. Site MB 10 received a Poor
bioclassification using draft criteria for Coastal B rivers. Any bioclassifications derived from
sampling data should be considered draft and not used for use support decisions; therefore this
section of the Scuppernong River is Not Rated (BAU, March 2006). Samples taken in 2005,
however, indicated a more pollution intolerant benthic community.
Data was also collected from one ambient monitoring station at site MA 11. Site MA 11
coincides with site MB 10. No water quality standards were exceeded during this assessment
period, and monthly measurements showed salinity concentrations to be less that 0.10 parts per
thousand (ppt) for 2004 and early 2005. During drought conditions, however, the water often
becomes brackish. The highest salinity concentration since 2000 was recorded in August 2002
with a measurement of 5.1 ppt. This concentration is higher than most freshwater invertebrates
can survive. Three of the abundant taxa collected at the site were indicative of low DO.
Ambient monitoring data for the past five years show DO levels typically fall below 1.0 mg/1
each summer, limiting the benthic macroinvertebrate community at this site.
Hydrologically, the sampling site is located in a deep -water run with very little sinuosity.
Duckweed and alligator weed were abundant. The riparian zones on both sides of the river were
wide and intact, but undercut banks were abundant. Sticks, snags, logs, root mats and aquatic
macrophytes (i.e., alligator weed) were also abundant.
A total of five NPDES facilities are permitted to discharge to the Scuppernong River. Two of
these facilities are located approximately two miles upstream of the sampling site. The Creswell
Water Treatment Plant (WTP) (Permit NC0027600) is required by permit to perform whole
effluent toxicity (WET) testing. No WET violations were reported during the last two years of
the assessment period. The Creswell Wastewater Treatment Plant (WWTP) (Permit
NC0048861), however, reported significant noncompliance issues with biochemical oxygen
demand (BOD), which can lead to lower than normal DO levels in the receiving stream.
Significant noncompliance issues with pH were also identified. During the most recent
inspection (January 2007), the facility received Civil Penalty assessments for BOD violations in
February and March 2006 and a Notice of Violation (NOV) for BOD violations in April 2006.
66 Chapter 4 — Pasquotank River Subbasin 03-01-53

10/17/2008 IWC Calculations
Creswell WWTP Expan
NC0048861
Prepared By: RDB
Enter Design Flow (MGD):
Enter s7Q10(cfs):
Enter w7Q10 (cfs):
0.200
tidal
tidal
Assume upstream TRC level = 0
Assume upstream Fecal level = 0
Check Box if WTP Facility ❑
Enter Upstream NH3-N Level (mg/L):
0.220
Total Residual Chlorine
7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
UPS BACKGROUND LEVEL (I
IWC (%)
Allowable Conc. (ug/I)
Fecal Limit
(If DF >331; Monitor)
(If DF <331; Limit)
Dilution Factor (DF)
NPDES Servor/Current Versions/IWC
0
0.2
0.31
17.0
0
100.00
17
200/100m1
1.00
Ammonia (NH3 as N)
(summer)
7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
UPS BACKGROUND LEVEL (I
IWC (%)
Allowable Conc. (mgll)*
WEEKLY AVG LIMIT (mg/I)
Ammonia (NH3 as N)
(winter)
7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
UPS BACKGROUND LEVEL (I
IWC (%)
Allowable Conc. (mg/I)*
WEEKLY AVG LIMIT (mg11)
* MONTHLY AVG LIMIT
0
0.2
0.31
2.0
0.220
100.00
2.0
6.0
0
0.2
0.31
4.0
0.220
100.00
4.0
12.0
Limit MAX
35.0 mg/L
NON-POTW
2.0
10.0
NON-POTW
4.0
20.0
10/17/2008

Revised: 4/21/09
Staffing (Manpower) Requirements
For
Creswell 0.2 MGD Wastewater Treatment Plant
REVISED VERSION
1.0 Estimate of Staffing Need
The following resources were used for estimating staffing or manpower requirements for
proper operation and maintenance of the Creswell 0.2 MGD Wastewater Treatment Plant:
1. Estimating Staffing for Municipal Wastewater Treatment Facilities, EPA,
March 1973.
2. Estimating Cost and Manpower Requirements for Conventional Wastewater
Treatment Plant, EPA, October 1971.
3. Technical Assistance and Certification Unit, NCDWQ
4. Staffing of similar size and type of WWTPs in North Carolina
2.0 Estimated Annual Man-hours Requirements by Specific Tasks
Supervisory and Administration
Clerical
Laboratory
Yard Work
Sub Total
Operation and Maintenance
500
250
= 500
400
1,650
Unit Operation/Process
Operation
Maintenance
Mechanical/Manually cleaned by-pass screens
30
50
Grit Removal
30
30
Equalization Basin
20
20
Influent Pump Station
20
150
Activated Sludge System
275
450

Revised: 4/21/09
Tertiary Filtration
100
100
UV Disinfection System
50
50
Post Aeration System
40
40
Aerobic Sludge Stabilization/Storage Facilities
50
50
Sludge Disposal
20
20
Flow Metering and Sampling
75
50
Wastewater Collection System
200
400
Sub Total
910
1,410
Total Estimated Annual Man -Hours = 1,650+910+1,410= 3,970
Considering 1,500 hour/year/person which accounts for vacations, holidays, sick leave
and productive work hours, the total number of persons required for operation and
maintenance of the Creswell wastewater system are estimated as follows:
Number of Required Persons: = (3,970 man hours/year)/ (1,500 man hours/year/person
= 2.64 persons
Mr. James Pugh with Technical Assistance and Certification Unit of the NCDWQ was
contacted to determine the certified Grade level requirement for operation of 0.2 MGD
wastewater treatment plant. Mr. Pugh reveals that for 0.2 MGD Creswell wastewater
treatment plant a Grade 2 certified operator and a back up operator with Grade 2 or
higher certification will be required.
Considering the number of required persons and Grade level certifications it is suggested
that the Creswell wastewater system be staffed as follows:
Plant Superintendent (Grade 2 Certified)
Operation/Maintenance Person (Grade 2 Certified)
Maintenance Person (Part Time)
=1
=1

Sludge Management Plan
Creswell Wastewater Treatment System Improvements
Creswell, North Carolina
NPDES Permit No. NC0048866
The Creswell Wastewater Treatment Plant is designed for 0.2 MGD capacity for
discharge of effluent into Scuppernong River. The proposed plant improvements includes
splitter box, flow equalization, screening, grit removal, influent pump station, activated
sludge system, tertiary filtration, UV disinfection, post aeration, influent and effluent
flow metering and sampling facilities, aerobic sludge stabilization/storage facilities, a
stabilized sludge loading station, and administration/laboratory facilities
The estimated waste activated sludge quantity of 312 lbs/day (3674 gallons/day at
specific gravity of 1.02 and 1.0 percent solids), at design conditions, will be aerobically
stabilized to comply with the Class B pathogen reduction requirement and vector
attraction reduction requirements of the State (NCAC, Title 15, Subchapter 2T-Waste
Not Discharged to Surface Waters) and EPA 503 regulations for disposal by land
application. The 219 lbs/day (936 gallons/day at specific gravity of 1.02 and 2.75 percent
solids) stabilized sludge will be disposed of by land application, using a private
contractor engaged in sludge or residual disposal service.
For disposal of the stabilized sludge by land application, the Town of Creswell will
comply with the pathogen reduction and vector attraction reduction requirements as
follows:
Class B Pathogen Reduction: Compliance with the Class B pathogen reduction will be
achieved by using one of the following alternatives:
Alternative 1: Monitoring of Fecal Coliform (EPA 503.32 (b) (2)).
Alternative 2: Use of PSRP Aerobic Digestion and Lime Stabilization (EPA
503.32 (b) (3))
Vector Attraction Reduction: Compliance with the vector attraction reduction will be
achieved by using one of the following options:
Option 1: Reduction of volatile solids content (EPA 503.33 (b) (1))
Option 4: Specific Oxygen Uptake Rate for aerobically digested sludge (EPA
503.33 (b) (4))
Option 6: Addition of alkali (EPA 503.33 (b) (6))
Option 9: Injection below ground (EPA 503.33 (b) (9))
Option 10: Incorporation of sludge into the soil (EPA 503.33 (b) (10))

Copy of Letter to Town of Creswell
Subject: Copy of Letter to Town of Creswell
From: Ron Berry <[e-mail]>
Date: Tue, 24 Mar 2009 13:58:27 -0400
To: Colton Janes <[e-mail]>
Colton,
Attached is the letter we sent to Mayor White in October 2008 and faxed to Gary
Hartong in December 2008. I also talked to Gary in December about the missing
information.
Ron Berry
NPDES Group
Phone: [phone]
Fax: [phone]
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.
Ron Berry <ron.berryAncmail.net>
Engineer I
DWQ/Point Source/NPDES
NCDENR
Microsoft Word - Request additional info.pdf
Content -Type: application/pdf
Content -Encoding: base64
1 of 1 3/24/2009 2:14 PM

Date: 12/2/08
PHONE LOG: Creswell Expansion WWTP NC048861
Mayor White returned my previous call and we discussed the status of the Permittee response to the
letter send October 2008. Mayor White had forwarded the letter to Wooten Co, their consultant, to
address the issues. I told him my only contact with the consultant to date had been strickly on technical
issues. Mayor White would contact Gary Hartong at Wooten Co to confirm status.
In the discussion with Mayor White it was determined that Creswell responsibilities are:
1) the new treatment operation.
2) existing customers
3) a new single metering system used to record and bill the new regional main influent into the new
treatment plant, apparently this is not on site of the new plant
4) DOES NOT include any of the new regional collection nor individual metering, nor new
customer service demands
The plan is to use the revenue from the regional service to justify a second operator.
On the issue of sludge management, Mayor White did not have any information other that they have
never clean out the existing system. I pointed out we would need a Sludge Management Plan even if it
was needed in the near future.
\F(1-7,04.
Date: 12/3/08
I called Mr. Hartong and we discussed the Creswell letter, he had a copy. I told him my contact had been
Colton James at Wooten Co and we had not discussed the letter in any details since it had been sent to
the Permittee to address. As far as details I explained we need the basic on the manpower requirements
only for Creswell side. As I had explained to Mayor Creswell I told Mr. Hartong the Sludge
Management was also needed, one paragraph narrative would be sufficient. I explained I needed to get
the information to complete the permit draft. He understood and agreed he or someone in Wooten Co
would provide a response to the letter.
� I O,i Jet. s 4.-
IAA; i s aTtrn.4.4 (5 t-1
J Lt.W s U,I:cw S0 • .
51.k.V4.1. Wocc,., Campy
t . In,. Jc, , d I14r. /14: '/ p1 -

Creswell WWTP
Subject: Creswell WWTP
From: "Colton Janes" <[e-mail]>
Date: Fri, 7 Nov 2008 09:39:14 -0500
To: <[e-mail]>
Ron,
Thanks for your patience. If you have any questions concerning the attached documents, please feel free to call.
Quick answers to your stated concerns.
1. Backup power for UV system and entire WWTP is provided by a stand alone Diesel Generator.
2. Plot plan and site plans are included to show proposed construction and overall project characteristics in
more detail.
3. Proposed equalization tank is an existing lagoon. Other two lagoons are going to be abandoned.
4. Influent and Effluent composite samplers are shown in attached documents. (Both are new installations)
5. Outfall pipe is the existing outfall pipe. It is shown in attached drawings. Submerged and screened.
Thanks again.
Colton Janes, E.I.
The Wooten Company
120 North Boylan Avenue
Raleigh, NC 27603-1423
Phone: [phone]
Fax: [phone]
Content -Type: application/pdf
P14 UV-CAS-EPS.pdf
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PO4_PP_1.pdf
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E7 UV-EPS.pdf
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Creswell WWTP
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24-INCHPIPE_RUN.pdf
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1X3_hydprofile.pdfl
Content -Type: application/pdf
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2279-99_WWS_1982T0028_20061004_0005.TIF Content -Type: image/tiff
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2279-99_WWS_1982_T0028_20061004_0002.TIFI Content -Type: image/tiff
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NOTES:
PP 07
0
i
EXISTING POWER POLE W/GUY WIRE
EXISTING POWER POLE
SILT FENCE
EXISTING STORM DRAIN (DIA. ON PLAN)
EXISTING FIRE HYDRANT ASSEMBLY
EXISTING WATER VALVE
EXIST. TREE
EXIST. CL DITCH (CENTER LINE)
EXIST. HOUSE
SURVEY LINE )
EXIST. RIGHT-OF-WAY LINE FOSS RIP RAP
ROCK CHECK DAM
LEGEND
W
SS
G
EXISTING WATER LINE
EXISTING SANITPRY SEWER LINE
EXISTING GAS LINE
SURVEY CONTROL POINT
❑CB EXISTING CATCH BASIN
EXISTING FENCE
W — NEW WATER LINE (DIA.ON PLAN)
K NEW FIRE HYDRANT ASSEMBLY
—04— NEW GATE VALVE & BOX
—0— NEW REDUCER
1. SURVEY INFORMATION SHOWN TAKEN FROM AERIAL FLIGHT PHOTOGRAPHY PERFORMED BY GEODATA
CORPORATION DIGITAL MAPPING SERVICE PERFORMED ON APRIL 4, 2004. CONTRACTOR SHALL MELD
VERIFY INFORMATION REQUIRED FOR BIDS
2. EXISTING WASTEWATER TREATMENT PLANT WILL STAY IN SERVICE DURING CONSTRUCTION OF NEW
FACILITY. CONTRACTOR SHALL PREPARE FOR ANY BYPASS PUMPING REQUIRED AND SHALL ALLOW
THE WASTEWATER PLANT OPERATOR TO DIVERT FLOWS UPON REQUEST. AT NO TIME SHALL THE
CONTRACTOR ASSUME OPERATIONS OF THE WASTEWATER TREATMENT SYSTEM.
3. EXISTING TREATMENT LAGOONS No 2 AND 3 SHALL BE ABANDONED AFTER NEW MBR PLANT IS ONJNE.
ALL REMAINING PIPE SHALL BE ABANDONED IN PLACE AND HAVE ENDS CAPPED WITH 2'-0' CONCRETE
PLUG. REMAINING WATER SHALL BE PUMPED TO NEW EQ BASIN AND SETTLED SLUDGE DRIED AND
HAULED FOR LANDFILLING. LAGOON BERMS SHALL BE BREACHED IN LOCATIONS SHOWN TO PROVIDE
PERMANENT FORM OF DRAINAGE OUT OF THE BASINS.
4. EXISTING ACCESS DRIVE SHALL BE WIDEN TO 12' WIDTH. CONTRACTOR SHALL SCRAPE AND SMOOTH
SEXISTING
URFACE CCEE D TAIL 3/50DRIVE ND PROVIFOR DE SEW AGREGA E BASE COURSE (ABC) FOR ENTIRE 12' WIDE
ROAD SECTION.
5. FORCE MAIN FROM TYRRELL COUNTY COLLECTION SYSTEM TO WWTP SITE IS NOT IN CONTRACT.
CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACT AND CONNECT TO WORK PERFORMED BY
OTHERS AS SHOWN ON PLANS. VALVE AT ENTRANCE TO SITE SHALL REMAINED CLOSED UNTIL ALL
PARTS OF SYSTEM HAVE BEEN INSPECTED AND APPROVED BY THE ENGINEER.
6. EXISTING STE DOES NOT HAVE ANY POTABLE OR NON -POTABLE WATER FOR CONSTRUCTION
ACTIVITIES CONTRACTOR SHALL INSTALL NEW POTABLE WATER UNE TO SITE ALONG WITH METER,
RPZ AND YARD HYDRANT TO PROVIDE WATER FOR CONSTRUCTION ACTIVITIES AND TESTING EARLY IN
THE SCHEDULE SEE SPECIFICATIONS FOR DETAILS ON WATER BILLING DURING CONSTRUCTION PERIOD
OF PROJECT.
PROPERTY UNE
EXISTING FENCE
BREECH LAGOON FOR
PERMANENT DRAINAGE.
TIE CONTOURS BACK
AS REQUIRED FOR
BOTTOM EL 1.00
BREECH LAGOON FOR
PERMANENT DRAINAGE.
TIE CONTOURS BACK
AS REWIRED FOR
BOTTOM EL 1.00 -.
6'0 DI FORCE MAIN
FROM RAW INFLUENT
PUMP STATION
UV, POST -AERATION 4
AND EFFLUENT PUMP
STATION, SEE DWG P14
6'0 DI 22.5' BEND (RJ)
6'0 DI EQ RETURN
TO PUMP STATION
6.0 DI 22.5' BEND (RJ)
CONNECT NEW FENCE TO
EXISTING FENCE CORNER
6'0 DI TREATED
EFFLUENT FORCE MAIN
6'0 DI 45' BEND (RJ)
6.0 DI 22.5' BEND (RJ)
PIPE CROSSING,
EX 6"0f INV 0.00
NEW 6', INV 1.50
Wo.FI gt EL QNE. 1 CFERRY ROAD
KiF.P 1TAL PLAN ON r-'4---
��
DRIVE 43
£7S17/(i OVAL
DRIVE EL 5.0
NEW 12' WIDE
GRAVEL OM YE,
SEE NOTE 4
EXISTING 6'0
INFLUENT
FORCE MIJN
DRIVE EL 5.0
DRIVE EL 63
SLOADING
STSEE E DWG
0'0 DI PLAi1T INFL
EW GRIT,/ CASSIF1ER
j EE DWG[4P16
�.� NEW'INFLUENT, PUMP
\ � STATION, SEE DWG P15
EXISTING LAGOON
DRAW OFF BOX AND
DRAIN SEE DETAIIL 2/C3
EXISTING 6'0 PIPE
TO LAGOON
BABANDONED)
- SEE DETAIL 3/C4 FOR
CONNECTION TO
EXISTING OUTFALL
EXISTING OUTFALL
MANHOLE No 2
EXISTING 6"0 GRAVITY
OUTFALL UNE
SAPPROX 1400 LE TO
CUPPERNONG RIVER)
6"0 DI 45' BEND (RJ)
EXISTING OUTFALL
MANHOLE No 1
E1I STINq INFLUENT
PIPING
PROPERTY UNE
EXIST FORCE MAIN
• FROM ASHINGTON COUNTY
NEW • FORCE MAIN
FROM RELL COUNTY
(NOT I CONTRACT)
4
EXISTING 6'0 INFLUENT FORCE
MAIN (CONVERT TO GRAVITY FLOW)
CONNECT NEW FENCE TO
EXISTING FENCE CORNER
AT GATE
EXISTING INFLUENT WEIR
BOX, SEE DETAIL 1/C3
FOR MODIF1 CATIONS
TBM-GROUND CONTROL POINT
PK NAIL ON EDGE OF LAGOON
EL. 5.91
EXISTING FENCE
EXISTING TREATMENT LAGOON
No 1 SHALL BE CONVERTED TO
EQUALIZATION BASIN FOR NEW
MBR TREATMENT PLANT
- EXISTING STORMWATER
MANAGEMENT STA110N
EXISTING STORMWATER
OUTFALL TO
SCUPPERNONG RIVER
TBM-GROUND CONTROL POINT
PK NAIL ON EDGE OF LAGOON
EL. 5.91
100 YEAR FLOOD ELEVATION = 3.9'
60' 30' 0 6C
1'=60'-0" 1221
6
F
DESIGNS) BY:
PHD
DRAWN BY.
BAL/PMD
CHECKS) BY:
DWD
PROJECT NO.:
22T9O
DATE
FEBRUARY2006
SCALE
1• 44-0'
SIFET 4 OF 55
C1

EXrs77,1� RE3YA4�-
NEW 6' DI FORCE MAIN
FROM TREATED EFFLUENT
PUMP STATION. SEE DWG
C1 FOR DETAILS
6'0 DI 22.5' BEND (RJ)
CONNECT NEW FENCE TO
EXISTING FENCE CORNER
REMOVE AND
REPAIR FENCE •UNE
AS REQUIRED
E.42577AG
FEIY. 72-P
PROPERTY
Et7S77NO
A/AAHCCE
/NV EL 7.00
PROPERTY
0
TYPICAL MANHOLE,
SEE DETAILS 3LC3
AND 9/S0-3 FOR
DETAILS, TYP
GENERATOR AND
TRANSFORMER PAD
TREE, TYP
6'-0" HIGH CHAIN UM(
FENCE, SEE DETAIL
2/SD-2, TYP
s
UV STRUCTURE COR
N 779,750.09
E 2,771,726.48
UV, POST -AERATION
AND EFFLUENT PUMP
STATION, SEE DWG P14
6"0 01 22.5' BEND (RJ)
EQUALZATON BASIN
MEAXSWL N Na 1)
E 4.00
NEW 6' DI EQ
RETURN TO PUMP
STATION
•
•
DRIVE
EL 5.50
2"x1"0
TEE
W/PLUG
2'0 90'
BEND
UV STRUCTURE CORNER
N 779.711.44
E 4771,745.06
6'-0" HGH CHAIN UNK
FENCE, SEE
2/SD-2, TYP DETAIL
REGRAOE AND SMOOTH
EXISTING GRAVEL DRIVE.
WIDEN TO 12' AND PLACE
NEW TOPCOAT OF GRAVEL
NEW 1 1 4'0 SCH 80 PVC
POTABLE WATER UNE
NEW 1 1/4'0 RPZ AND
ENCLOSURE, SEE DETAIL 1/C4
010 -- X^X
6
F1
6 DITCH
4.80
5
DRIVE EL 5. 5—
. BUILDING CORNER_
N 779,896.831
E 4771.830.56 !{
.CONCRETE.:
... spEWgUC, -.
•._ EL; 6.00; �TYP,
FINISHED
FLOOR
EL 6.17
~• MBR TREATMENT FACILI if'
SEE DWG P1 THRU P24 :SIN
11 ` -13.
, -III'
.1Q0.PERMEAIE•lE�,
: .:6"0 DRAIN '
' INFLUENT PUMP-
. STATION' Nio
BUILDING CORNER. m .. .. .. . (1 ..:-• .
N 779,77225 ... - .. .
E 2,771,761.20. •
..
NEW 6' DI -FOR
• MAIN FROM .RAW���,1.3
FORCE
•
IMMIMIFIIIIINEW SLUDGE LOADING
STATION, SEE DWG P17
70' CONCRETE SLAB
W GRIT
_
SEE OWG PIB - FUTURE CARBON
10'0 DI 45' BEND (MJ)
FACILITY
10"x8'0 DI CONCENTRIC
REDUCER (MJ)
NEW 8'0 DI PIPE
NEW INFLUENT PUMP
STATION, SEE DWG P15
WET WELL CENTER
N 779,725.48.
E 2,771,77
NEW 10'0 DI PIPE
z1T0 7EE:�
I'-
i.
ILDING CO NER
N 779,828.9
II E 2,771,866. 4 .
SLAB EL 5.25,,E
6."0:SL000Ek'
rn
15'-0�,SUDING
ACCESS GATE
8'0
FORCE MAIN
DRIVE EL 5.75)
DRIVE ELI5.50
DRIVEM., 5.25
NEW FLOW
SPUTTER BOX,
SEE DWG P16
12'_0' EDGE OF DRI
HGHFENCE, SEE
2/SD-4 TYP
£X/S77NG 6
raga
LAGOON 6k
722
ET BOX
N UNK
AIL
----------
Ex/snNQ OR/I'E
o
-4
(
r. __-___.R
s
LPRGPERTY
LINE
4
ti
NOTES:
1. SURVEY INFORMATION SHOWN TAKEN FROM AERIAL
FLIGHT PHOTOGRAPHY PERFORMED BY GEODATA
CORPORATION DIGITAL MAPPING SERVICE PERFORMED ON
APRIL 4, 2004. CONTRACTOR SHALL FIELD VERIFY
INFORMATION REQUIRED FOR BIDS.
2. CONTRACTOR SHALL USE EXCAVATED MATERIAL FROM
MBR TREATMENT FACIUTY AS FILL MATERIAL UNDER
DRIVE AREAS. SEE SPECIFICATION FOR SOIL CONDITIONS
AND COMPACTION REQUIREMENTS.
3. FINISHED FLOOR ELEVATION 6.17. SIDEWALK ELEVATION
6.00. SLOPE GRADE FROM 5.83 TO PROMOTE POSITVE
DRAINAGE AWAY FROM BUILDING .
4. CONTRACTOR SHALL PROVIDE AGREGATE BASE COURSE
(ABC) FOR WIDTH OF SURFACE AS SHOWN ON PLANS
SIMILAR TO DETAIL 3/SD-2 .
Z
0
1-
Z g
�gC
'
coZ
Wo
o
ce
J LL
aW
Z7
-
Z
Q
O
TBM-GROUND CONTROL POINT
PK NAIL ON EDGE OF LAGOON
EL 5.91
100 YEAR FLOOD ELEVATION = 3.9'
1' -20'-0'
20' 10' 0 20'
0
cc
083I9lE1 BY:
PMD
DRAWN BY:
@A/PMD
OHEOSC BY:
PROJECT ND.:
CYND
2279.0
DATE
FEBRUARY2008
MALE
1' =20'.0'
BHEET 5 OF 55
C2

Re: Creswell Permiting Inquiry
Subject: Re: Creswell Permiting Inquiry
From: Ron Berry <[e-mail]>
Date: Thu, 06 Nov 2008 14:23:22 -0500
To: Colton Janes <[e-mail]>
Colton,
Your list is accurate. I did asked for input on the involvement of the existing
lagoons on the new plant installation.
I just sent a letter to your attention confirming our conversations.
Ron
Colton Janes wrote:
Ron,
Sorry for the miscommunication. Through our conversation it is my understanding
that you are requesting the following materials:
1. Confirmation on a backup power supply for the UV system and
entire WWTP.
2. Plot plan or site plan of the proposed project to verify what
is being removed from the existing system and what are the proposed installations.
3. Materials and specifications of proposed equalization tank.
4. Exact locations of influent and effluent composite samplers
(to be shown on schematic)
5 Outfall pipe characteristics such as location, length,
submerged or not, and pipe end description.
Can you confirm this list? Thanks for you time and follow up call.
Thanks again,
Colton Janes, E.I.
The Wooten Company
120 North Boylan Avenue
Raleigh, NC 27603-1423
Phone: [phone]
Fax: [phone]
1 of 1 11/6/2008 2:23 PM

PHONE CALL LOG
Colton James, Wooten. Co. Mod NPDES: NC0048861
Phone: [phone] Town of Creswell WWTP
Date: 10/16/08 Time: 4:05 PM
Discussed application and requested more information. The following items were reviewed or requested:
1) The IJV system will have to have power back, not clearly stated, need to confirm.
2) Requested plot plan to better see equipment layout.
3) Requested size of equalization basin, is a tank or actual basin.
4) Need to know physical location of composite samplers, influent and effluent. The portable units
Crewswell county uses on the existing plant would most likely not be adequate.
5) Is the end of pipe submerged, anything special about the pipe end?
Note: Did not discuss sludge management plan but will be required.
Not discussed but in cover letter existing lagoons would be removed. I assume the sludge
removed and abandoned per WaRO approval, check with Al Hodge.

THE
WOOTEN
COMPANY
ENGINEERING
PLANNING
ARCHITECTURE
120 North Boylan Avenue
Raleigh NC 27603-1423
919.328.0531
fax [phone]
August 20, 2008
Mr. Gil Vinzani, Eastern NPDES Supervisor
NPDES Permitting Unit
NC Division of Water Quality
9th Floor
512 N. Salisbury Street
Raleigh, North Carolina 27604
Re: Application for Modification Individual NPDES Permit
Creswell WWTP
Town of Creswell
Washington County, North Carolina
TWC No. 2279-0
Dear Mr. Vinzani:
On behalf of the Town of Creswell, please find enclosed one (1) copy of the completed
Form 2A modification of the existing NPDES Permit No.NC0048861 for the expanded
Creswell WWTP capacity of 0.2 MGD. The expanded WWTP will include MBR type
wastewater treatment system. A check in the amount of $260.00 is attached to cover the
permit application fee.
We thank you again for your input and assistance with this project, and would greatly
appreciate your timely consideration of this application. If you have any questions,
please contact us at [phone].
Sincerely,
THE WOOTEN COMPANY
(bL
Colton Jan
Enclosure
cc: William J. White, Mayor of Creswell
TWC File

PERMIT ACTION REQUESTED: RIVER BASIN:
Modification Pasquotank
FACILITY NAME AND PERMIT NUMBER:
Creswell WWTP, NC0048861
FORM
2A
NPDES
YO,
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.i
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 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 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 (Sills) or receives RCRA or CERCLA wastes must complete Part F (Industrial User Discharges
and RCRA/CERCLA Wastes). Sills 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 22

FACIUTY NAME AND PERMIT NUMBER:
Creswell WWTP, NC0048861
PERMIT ACTION REQUESTED:
Modification
RIVER BASIN:
Pasquotank
BASIC APPLICATION INFORMATION
PART A. BASIC APPLICATION INFORMATION FOR ALL APPLICANTS:
All treatment works must complete questions A.1 through A.8 of this Basic Application Information Packet.
A.1. Facility Information.
Facility Name
Mailing Address
Contact Person
Title
Telephone Number
Facility Address
(not P.O. Box)
Creswell Wastewater Treatment Plant
P.O. Box 68
Creswell. North Carolina 27928-0068
Neal Place
WWTP Operator. ORC
j252) 797-4852
NCSR 1155 South of Creswell
Creswell. North Carolina
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name Town of Creswell
Mailing Address P.O. Box 68
Creswell. North Carolina 27928-0068
Contact Person William J. White
Title Mayor
Telephone Number 1252) 797-4852
Is the applicant the owner or operator (or both) of the treatment works?
® owner ® operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
0 facility ® applicant
A.3. Existing Environmental Permits. Provide the permit number of any existing environmental permits that have been issued to the treatment works
(include state -issued permits).
NPDES
UIC
RCRA
NC0048861
PSD
Other
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
Creswell WW System 200 Separate Municipal
Total population served 200
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 2 of 22

FACILITY NAME AND PERMIT NUMBER:
Creswell, NC0048861
PERMIT ACTION REQUESTED:
Modification
RIVER BASIN:
Pasquotank
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?
❑ 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 0.064(Ex.110.2(Expanded) mgd
Two Years Ago Last Year This Year
b. Annual average daily flow rate 0.03813/05-2/06) 0.038 (3/06-2/07) 0.030 (3107-2108)
c. Maximum daily flow rate 0.088 13/05-2/06) 0.098 (3106-2107) 0.048 (3107-2/08)
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.
CO Separate sanitary sewer 100 %
0 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 1
ii. Discharges of untreated or partially treated effluent 0
iii. Combined sewer overflow points 0
iv. Constructed emergency overflows (prior to the headworks) 0
v. Other N/A
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.? 0 Yes
If yes, provide the following for each surface impoundment:
Location: NIA
0
® No
Annual average daily volume discharge to surface impoundment(s) NIA mgd
Is discharge 0 continuous or 0 intermittent?
c. Does the treatment works land -apply treated wastewater? 0 Yes ® No
If yes, provide the following for each land application site:
Location: NIA
Number of acres: N/A
Annual average daily volume applied to site:
NIA mgd
Is land application 0 continuous or 0 intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works?
❑ Yes CD No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 3 of 22

FACILITY NAME AND PERMIT NUMBER:
Creswell WWTP, NCOO48861
PERMIT ACTION REQUESTED:
Modification
RIVER BASIN:
Pasquotank
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).
N/A
If transport is by a party other than the applicant, provide:
Transporter Name N/A
Mailing Address N/A
N/A
Contact Person N/A
Ttle N/A
Telephone Number f N/A) N/A
For each treatment works that receives this discharge, provide the following:
Name N/A
Mailing Address N/A
N/A
Contact Person N/A
Title N/A
Telephone Number (N/A) N/A
If known, provide the NPDES permit number of the treatment works that receives this discharge N/A
Provide the average daily flow rate from the treatment works into the receiving facility. NIA mgd
e. Does the treatment works discharge or dispose of its wastewater in a manner not included
in A.B. 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):
N/A
Annual daily volume disposed by this method: N/A
Is disposal through this method ❑ continuous or ❑ intermittent?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 4 of 22

FACILITY NAME AND PERMIT NUMBER:
Creswell WWTP, NC0048861
PERMIT ACTION REQUESTED:
Modification
RIVER BASIN:
Pasquotank
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.8.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
b. Location
Creswell 27928
(City or town, if applicable)
Washington
(Zip Code)
North Carolina
(County) (State)
35°51'28" N 76°23'43" W
(Latitude) (Longitude)
c. Distance from shore (if applicable) 0 ft.
d. Depth below surface (if applicable) 0 ft.
e. Average daily flow rate 0.2 (Expanded) mgd
f. Does this outfatl 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: N/A
Average duration of each discharge: N/A
Average flow per discharge: N/A mgd
Months in which discharge occurs: N/A
g. Is outfati equipped with a diffuser? 0 Yes ® No
A.10. Description of Receiving Waters.
a. Name of receiving water Scuppernong River
b. Name of watershed (if known) Albemarle
United States Soil Conservation Service 14-digit watershed code (if known):
c. Name of State Management/River Basin (if known): Pasquotank River Basin
United States Geological Survey 8-digit hydrologic cataloging unit code (if known):
d. Critical low flow of receiving stream (if applicable)
acute Tidal cfs chronic Tidal cfs
03010205170010
03010205
e. Total hardness of receiving stream at critical low flow (if applicable): NIA mg/I of CaCO3
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 5 of 22

FACILITY NAME AND PERMIT NUMBER:
Creswell WWTP, NC0048861
PERMIT ACTION REQUESTED:
Modification
RIVER BASIN:
Pasquotank
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
® Primary 0 Secondary
® Advanced e Other. Describe: MBR
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal 98.8 %
Design SS removal 97.5 %
Design P removal 75 %
Design N removal 90.7 %
Other N/A %
c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
Ultraviolet Disinfection
If disinfection is by chlorination is dechlorination used for this outfall? 0 Yes 0 No
Does the treatment plant have post aeration? ® Yes 0 No
A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following
Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is
parameters.
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
MAXIMUM DAILY VALUE
• AVERAGE DAILY VALUE ,
PARAMETER
. Value
Units
Value
Units
Plumber of Samples
pH (Minimum)
8.85
s.u.
/�
1
A
pH (Maximum)
9.3
s.u.
Flow Rate
0.19
MGD
0.036
MGD
DMRs (2/05-2108)
Temperature (Winter)
18
°C
10.2
°C
DMRs (2105-2/08)
Temperature (Summer)
31
°C
22.4
°C
DMRs (2105-2108)
" For pH please report a minimum and a maximum daily value
_
POLLUTANT
MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTI
CAL
METHOD
MIJMDL
Conc.
Units
Conc.
Units
Number of Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
DEMAND (Report one)
BOD5
56
mg/L
19.7
mglL
DMRs (2/05-2/08)
CBOD5
_
—
—
—
-
FECAL COLIFORM
8
809
#1100mL
11.2
#1100mL
DMRs (2105-2/08)
TOTAL SUSPENDED SOLIDS (TSS)
134
mglL
47.7
mg/L
DMRs (2105-2108)
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 22

FACILITY NAME AND PERMIT NUMBER:
Creswell WWTP, NC0048861
PERMIT ACTION REQUESTED:
Modification
RIVER BASIN:
Pasquotank
BASIC APPLICATION INFORMATION -
PART B. ADDITIONAL APPLICATION INFORMATION FOR APPLICANTS WITH A DESIGN FLOW GREATER THAN OR
EQUAL TO 0.1 MGD (100,000 gallons per day).
All applicants with a design flow rate Z 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 that flow into the treatment works from inflow and/or infiltration.
2700 gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
Current collection system is a STEP system and has minimal inflow and infiltration contributing.
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 Y 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.
B.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 or maintenance aspects (related to wastewater treatment
and effluent quality) of the treatment works the responsibility of a
contractor? IN Yes ® 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: N/A
Mailing Address: NIA
•
Telephone Number (N/A) N/A
Responsibilities of Contractor. N/A
B.5. 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.
001
b. Indicate whether the planned improvements or implementation schedule are required by local, State, or Federal agencies.
El Yes ■ No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 7 of 22

FACILITY NAME AND PERMIT NUMBER:
Creswell WWTP, NC0048861
PERMIT ACTION REQUESTED:
Modification
RIVER BASIN:
Pasquotank
c. If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable).
0.2 MGD (Design average for expansion)
d. Provide dates imposed by any compliance schedule or any actual dates of completion for the implementation steps listed below, as
applicable. For improvements planned independently of local, State, or Federal agencies, indicate planned or actual completion dates, as
applicable. Indicate dates as accurately as possible.
Schedule Actual Completion
Implementation Stage MM/DD/YYYY MM/DD/YYYY
- Begin Construction 06/01/2009 /N/A/
- End Construction 11/01/2010 /N/A/
- Begin Discharge 12/01/2010 /N/A/
- Attain Operational Level 06/01/2011 /N/A/
e. Have appropriate permits/clearances concerning other Federal/State requirements been obtained? 0 Yes ® No
Describe briefly: The Authorization to Construct Permit and supporting permits will be applied for in August 2008.
B.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD ONLY).
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 dischareed. Do not include information
on combine 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 QAIQC 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 pollutant scans and must be no more than four and on -half years old.
Outfall Number. 001
POLLUTANT
. MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
ANALY
TICAL
METRO
D
ML/MDL
Conc..:. '
, . ,.:. Units .
' Conc.
•
Units
•
Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
0.61
mg/L
0.15
mglL
DMRs (2105-2108)
CHLORINE (TOTAL
RESIDUAL, TRC)
—
mg/L
—
mg/L
DMRs (2105-2108)
DISSOLVED OXYGEN
—
mg/L
—
mg/L
DMRs (2105-2/08)
TOTAL KJELDAHL
NITROGEN (TKN)
9.85
mg/L
5.68
mglL
DMRs (2/05-2/08)
NITRATE PLUS NITRITE
NITROGEN
0.86
mg/L
0.12
mg/L
DMRs (2105-2/08)
OIL and GREASE
N/A
N/A
N/A
N/A
DMRs (2/05-2/08)
PHOSPHORUS (Total)
260
mg/L
22.51
mg/L
DMRs (2/05-2/08)
TOTAL DISSOLVED SOLIDS
(TDS)
N/A
N/A
N/A
N/A
DMRs (2/05-2108)
OTHER
N/A
NIA
N/A
N/A
DMRs (2105-2/08)
END OF PART B.
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 8 of 22

FACILITY NAME AND PERMIT NUMBER:
Creswell WWTP, NC0048861
PERMIT ACTION REQUESTED:
Modification
RIVER BASIN:
Pasquotank
BASIC APPLICATION INFORMATION
* PART C. CERTIFICATION
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:
Application Information packet:
D (Expanded Effluent Testing Data)
E (Toxicity Testing: Biomonitoring Data)
F (Industrial User Discharges and RCRAICERCLA Wastes)
G (Combined Sewer Systems)
►I Basic Application Information packet Supplemental
❑ Part
❑ Part
❑ Part
❑ Part
ALL APPLICANTS MUST COMPLETE 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 William J. White. Mayor ` -; ' •= - -� -- . _..
:
Signature �' . �' ' i n�
• � }
rr d ti i ;f i
i ,I t i
• •
Telephone number [phone] III '
_ „ t ,,: AUG 2 2 - .--) II'
Date signed 8
i
Upon request of the permitting authority, you must submit any other information necessary to assuretwastewater... re, ent practices at the treatment
works or identify appropriate permitting requirements. , ,.r ,-• : °.;; ;
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 9 of 22

NEW 8"
INF. SEWER
1142
EXISTING 6"
INF. SEWER
CRESWELL
WASTEWATER
TREATMENT PLANT
NEW EFFLUENT
FORCE MAIN
�..Air.
....lit - .r +�♦"• rr- 'r. .a-
..Ib. .. .r` .. .a►. -1� ,_
►� ;..,• •a.- -a` - .*..
OUTFALL 001
DISCHARGE POINT
LAT. 356 51'28"N
LONG. 76° 23'43"W
4'-,
t-•
Creswell
EXISTING
EFFLUENT
OUTFALL
_q.. •- „I. _-, — 4i.► ♦.»-r.; .'}. •
i1 �e8` we
- II i
i � 2
-0— .C+ -4'. - . .. -
-• • a + _ •+ ;!'.. -4.• .4'. -4'.•
•
•
LEGEND
EFFLUENT FORCE MAIN
EFFLUENT OUTFALL
EX. INFLUENT SEWER
NEW INFLUENT SEWER —
CRESWELL WWTP
2000' 1000' 0
- - - - -
1 "=2000'-0"
2000'
USGS QUADS
LEONARDS POINT
COLUMBIA WEST
CRESWELL
CRESWELL SE
RECEIVING STREAM: SCUPPERNONG
RIVER BASIN: PASQUOTANK
tv`�"
TWC No. 2279-0
DATE: 7/21/08
SCALE: 1 "�000'
0
111/0/r
THE
WOOTEN
COMPANY
ENGINEERING
PLANNING
ARCHITECTURE
SHEET NO.

-09
NEW 8' DIA.
FORCE MAIN FROM
TYRRELL COUNTY .
EXIS11NG 8' DIA.00
FORCE MAIN FROM
TOWN OF CRESWELL
• ..
FLOW
SPUTTER BOX
GRIT
REMOVAL
INFLUENT
MEIER
F?
4
Q
ItFLUENT
PUMPS
ROTATING
DRUM
SCREEN
No 1
ROTATING
DRUM . .
SCREEN
No 2
AUG I
•
•
NOTES:
1. DESIGN FLOW - 0.2 MGDG PEAK FLOW - 0.5 MGD
EQUALIZATION
BASIN
ANAEROBIC
Sa ECTOR
TANG
A
4111
r
SLUDGE
LOADING
STATION
�-4—
RECIRCULATION
PUMP
RECYCLE
PUMP
BLOWERS ►--
SLUDGE
HOLDING
TAPE No 1
WASTE SLUDGE
SLUDGE
HOLDI
TAMCNo2
r-- - ---►- - -
, 4 1
IPERMEATE
I PUMP
imam ANOXIC
I.-
AEROBI
POST -
►
Mat
► VOW
No1
BASINC
No1
BASINC
Not
No 1
ANOXIC
AEROBIC
MDR
�2
► BASINo N
APOST
AIOXIC
► BASIN pp.
No 2
TANK
No 2
RECYCLE
PUMP
RECIRCULATION
PUMP
RAS
PUMP
ASIE
PUMP
RAS
PUMP
00
Lr iP ATE
r'1
FLOW MEIER
EFFLUENT
PUMP STATION
BLOWERS
CASCADE
AERATION
ULTRAVIOLET
DISINFECTION
TWC No. 227:A
DATE: 7/21/08
SCALE: NONE
NORTH CAROLINA
WASHINGTON COUNTY
Tif
THE
WOOTEN
COMPANY
ENGINEERING
PLANNING
ARCHITECTURE
SHEET NO.
1

Re: Question about Creswell WWTP Proposed Expansion
Subject: Re: Question about Creswell WWTP Proposed Expansion
From: Al Hodge <[e-mail]>
Date: Tue, 22 Jul 2008 10:24:36 -0400
To: Ron Berry <[e-mail]>
CC: Gil Vinzani <[e-mail]>
Ron Berry wrote:
Al,
I am currently reviewing the expansion assessment report for a proposed
regionalization and up grade of the Creswell WWTP.
The existing facility permitted discharge would be increase from 0.064 MGD to
0.200 MGD and will continue to discharge into the Scuppernong River. The proposal
is to modify the existing treatment works with a membrane bio-reactor (MBR), UV
disinfection, post aeration, decommissioning 2 of the ponds, and converting the
remaining pond to an equalization basin. A new regional collection system using
low pressure pumps from individual sources is included.
In the report the consultant talks about Creswell being very experienced and
capable of running and maintaining the new system.
I would appreciate any input you can offer.
Thanks,
Ron
hi ron:
any request to expand the npdes.permit would likely meet with resistance if the'
total pounds of 02 uptake is increased. also, the sucppernong is a canoe trail
downstream, and is on a regular schedule with division of water resource, for the
spraying for nuisance aquatic weeds, this means nutrient issues. i don't know if we
can require nutrient limits; the region would bring this up in the expansion request
and we'll see what happens.
I'm not a big fan of bio reactors, i also don't like uv after a bio-reactor, i
would prefer a technology that would be able to achieve nutrient removal, like an
oxidation ditch.
i also have concerns about the town having an administration system to control a
utility of this size. i've seen to many cases where the town did not have the ability
to properly operate, maintain records, give adequate staff support, maintain spare
parts for pumps, and other needed system backup after a new expensive system was
constructed.
i would ask for a man power analysis for the wwtp as well as the collection
system, to include when the staff would be required to come on board. i don't believe
creswell has a clue what it would take to run a system of that size.
Al Hodge
Regional Supervisor, Division of Water Quality
Surface Water Section
Washington Regional Office
1 of 1 8/19/2008 8:38 AM

Michael F. Easley, Govemor
• State of North Carolina
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Coteen H. Sullins, Director
Division of Water Quality
March 12, 2008
Jennifer Haynie
Environmental Assessment Coordinator
Construction Grants and Loans Section
Subject: Review of Engineering Report/Environmental Assessment
By Wooten Company - February 21, 2008
Proposed Creswell Waste Water Treatment Plant Expansion
NPDES Permit NC0048861
Dear Ms. Haynie:
As requested we reviewed the Wooten Company Engineering Report for the expansion
of the Creswell Waste Water Treatment Plant (WW'TP). We have the following observations
and comments:
1) In Section A page 18 the statement "NC Division of Water Quality is willing to permit
expansion and upgrade of this facility so long as the amount of wastewater pollutants
discharged to the Scuppernong River is not increased" cannot be used to justify or to
define discharge limits. NPDES limits are expected to reflect best available technology
and pollutant limits as defined by North Carolina statutes and federal EPA laws.
Appendix 2 has a copy of the Division 2004 response to provide a portion of the
applicable Speculative Limits. The Speculative Limits still apply. However, addition
limits will also be imposed for example Dissolved Oxygen.
2) The existing WWTP plant operation cannot support an increase in plant loading. The
report supports this fact (Section a page 6).
3) In section A page 6 the statement "treat wastewater to secondary standards" is not
completely in context. This WWTP is allowed to have "adjusted secondary standards"
in this case the Total Suspended Solids exceeds the recognized secondary standard by
a factor of 3. Any expansion or WWTP modification disallows the adjusted secondary
standard.
4) We have no comments on the alternative analysis. Costs are acceptable.
5) The Division supports replacement of the existing treatment technology at the Creswell
WWTP with a more efficient state of the art treatment system. We also expect the
treatment plant to strife for operational and/or design optimization that reduces the
impact or stress to the Scuppernong River. Currently the Scuppernong is on the
impaired water list.
6) Not sure what the discussion about high sodium water is to convey ( Section A page
19) since dedicated irrigation water would not be softened. Do not see any impact
other than if sufficient wastewater from a softener operation is introduced in the
WWTP influent there may be issues.
7) In Appendix 1 the. Town of Creswell WTP NPDES permit and support documents have
been inserted, we assume in error since they bare no relevance. The Town of Creswell
WWTP NPDES permit is NC0048861 and was recently approved for renewal in
February 2008. The report acknowledges past violations by the current WWTP.
Page 1 of 2
Division of Water Quality, Point Source Branch Telephone [phone] �.ople
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 FAX [phone] N Cam ma
512 N. Salisbury Street, Raleigh, North Carolina 27604 On the Internet at http://h2o.enr.state.nc us/ ►'� ra��lf
An Equal Opportunity/Affirmative Action Employer

8) Not sure if any modeling is applicable. Recommend you check with Planning.
We hope this information is helpful. If you have any questions contact Ron Berry
phone [phone] x. 531 or email [e-mail].
Sincerel yours,
Cc: Gil Vinzani
Central File
NPDES File
Ron Berry
NPDES Group
Page 2 of 2