WQ0014153_Application (FTSE)_19970722

B
MEMO TO: State Review Group
FROM:
SUBJECT:
Ricky Revels
Environmental Technician
Procedure Four (4)
WQ0014153
Town Collection System
Sewer Extension - Public
Town of Stedman
Cumberland County
Division of Water
Quality
Fayetteville Regional
Office
7/31/97
Date
State Review Group Review
Engineer Matt Williams
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
PWC of Fayetteville - Rockfish Creek Wastewater Treatment Plant
2) WWTP design capacity 12.0 MGD
3) NPDES Permit No.: NC0050105 Expiration Date: 5/31/96
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 1/96
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: 117.000 GPD
domestic 100% ; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP GPD
7) Regional Recommendations: Approval
RR/rr
Enclosure
X Denial

6K��8u/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
07/3i/97
PAGE i
�
' PERMIT--NC0050i05 PIPE--001 REPORT PERIOD: 960i-96i2 LOC--- E
FACILITY--PWC/FAYETTEVILLE-ROCKFISH CRK DESIGN FLOW-- i2.0000 CLASS-4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
50050 003i0 80530 00610 316i6 50060 00300 TGP3B
MONTH Q/MGD BOD RE%/T%% NH3-N FEC COLI CHLORINE DO CERI7DPF
LIMIT Fi2.0000 F 12.00 F 30.8 F 2.00 F 200.0 NOL NOL NOL
96/01 7.3096 4.06 1.6 .08 4.4 194.047 i0.0i i
96/02 7.65i7 2.68 i.4 .05 2.8 26i.666 9.68
96/03 8.074i 3.72 i.3 .05 6.4 202.380 9.6O
LIMIT Fi2.0000 F 6.00 F 30.0 F i.00 F 200.8 NOL NOL NOL
96/04 8.3266 3.63 i.7 .43 i0.7 222.6i9 9.16 i
96/05 8.2000 3.05 i.6 .07 i5.2 207.954
96/06 8.0766 2.84 .06 22.6 2i9.250 9.16
96/07 8.5967 2.ii .03 2.8 224.090 8.77 i
96/08 8.4870 3.20 i.0 .02 4.1 20.590 9.12
96/09 i0.6400 i.5 .03 15.9 303.000 8.36
96/i0 9.7709 3.56 1.0 .02 250.869 9.i4 i
LIMIT Fi2.0000 F i2.00 F 30.0 F 2.00 F 200.0 NOL NOL NOL
96/ii 8.7466 3.55 i.0 .02 4.5 255.000 9.44
96/i2 9.06i 3.37 i.0 .i0 2.0 289.750
AVERAGE 8.5746 3.32 i.2 .08 8.i 24i.85i 9.25 i
MAXIMUM }7.7000 7.90 ii.0 3.60 700.0 480.008 i0.90 �
MINIMUM 6.6000 i.20 .2 .0i LE%%THAN 80.000 6.80 i
34IT MGD 01G/L MG/L 6L/L 0/i00ML UG/L MG/L PA%%/FAI

G R E X E 60-1F'
COMPLIANCE EVALUATION ANALYSIS REPORT
O7/3i/97
PAGE 2
f PERMIT--NC0050i05 PIPE--00i REPORT PERIOD, 960i-96i2 LOC---E
FACILITY--PWC/FAYETTEVILLE-ROCKFI%H CRK DESIGN FLOW-- i2.0000 CLASS-4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
000i0 00400 00680 00665 0i042 0i05i
M�h7r TEMP PH TOTAL N PHO%-TOT COPPER Vol;/
LIMIT NOL 9.0 6.0 NOL NOL /,m 0� �i'
96/01 i6.47 7.8-6.6 17.800 1.8700 5.0000 .3000
96/02 7.65 8.0-6.6 i8.600 i.4308 5.0000 .2800
96/03 i7.84 7.3-6.4 14.300 2.0400 4.5000 .i500
LIMIT NOL 9.0 6.0 NOL NOL NOL Not..
96/04 i9.0O 7.2-6.8 i6.600 i.000 5.0000 .2000
96/05 2i.8i 7.8-6.6 i4.400 1.4300 .0000 .0000
96/06 24.75 i5.200 i.9400 .0000 .0080
96/07 26.72 i7.300 4.i400 .0000
96/08 26.50 i7.900 .0000 .0000
96/09 i7.300 1.0400 .0000 .0O00
76/i0 23.86 i3.400 i.0800 .0000 .0000
.!MIT NOL 9.0 6.0 NOL NOL NOL NOL
16/1i 21.47 i3.700 .7500 .0000 6.2800
16/i2 i8.95 16.200 i.0600
AVERAGE 20.83 16.058 i.729i i.6250 i.2283
4AXIMUM 28.00 8.000 i8.600 4.i400 5.0000 7.6i00
4INIMUM 6.80 6.200 13.400 .7500 4.0000 .20O0
]NIT DEG.0 %U MG/L MG/L UG/L UG/L

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govemor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
July 22, 1997
MAYOR ERNEST FREEMAN
TOWN OF STEDMAN
PO BOX 465
STEDMAN, NORTH CAROLINA 27357
Dear MAYOR FREEMAN:
.10 2 A 199i
REG Q r r.
Subject: Application No. WQ0014153
Town Collection System
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on July 22, 1997. This application has been assigned the number listed above.
Your project has been assigned to Matt Williams for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional
information.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Matt Williams at [phone] extension 509. If the
engineer is unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
cc: Fayetteville Regional Office
McKim & Creed Engineers, PA
Sincerely,
ed2a-e-vi
Kim H. Corson, P.E.
Supervisor, State Engineering Review Group
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Pennit Application
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SEWERS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other .): TOWN OF STEDMAN
2. Print Owners or Signing Officials Name and Title (the person who is legally
responsible for the facility and its compliance): ERNEST FREEMAN, MAYOR
3. Mailing Address: P.O. BOX 465
City: STEDMAN State: NC Zip: 27357-0465
Telephone No.: ( 919 )
323-1892
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
TOWN OF STEDMAN WASTEWATER COLLECTION SYSTEM IMPROVEMENTS
5. Application Date: JUNE 27, 1997 6. Fee Submitted: $ 400.00
7. County where project is located: CUMBERLAND
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): V" /����
2. Specify whether project is: xx new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.9). Submit only pgs. 1, 2, 9 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number and issue date
4. Specify whether the applicant is XX public or private.
FORM: GSPS 4/91 Page I of 10

i tti\Jc L t +J # L )
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 100 % Domestic; % Commercial; -
% Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, elartments, etc.:
RESIDENTIAL.
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: N/A
4. If wastewater is not domestic,in nature, what level of pretreatment has been provided to
ensure protection_of the receiving wastewater treatment facility?
N/A
5. Volume of wastewater generated by this project: 117 , 000 gallons per day
6. Explanation of how wastewater volume was determined:
325 HOUSES X 360 GPD / HOUSE = 117,000 GPD
IV. DESIGN INFORMATION:
1. Brief project description: THIS PROJECT IS A NEW WASTEWATER COLLECTION SYSTEM
TO REPLACE THE EXISTING PRTVATE SF.PTTr TANK SYSTEMS CURRFNTT,Y TN PT.ACT
2. Name of wastewater treatment facility receiving wastewater. ROCKFISH RECLAMATION FACILITY
a. Facility pernnit no.: NC0050105
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: THE DOWNSTREAM SYSTEM IS ADEQUATE TO HANDLE
THE FLOW GENERATED BY THIS PROJECT.
2 of 10

3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C o lr( below: 0.014
Dia. Length Pipe C or Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps)'` *Cover (in)
8' 21,500 PVC 0.014 0.40 3.47 2.00 5.99 36
10" 4,400 PVC 0.014 u.zs Irar 2.00 2.00 36
12 34.600 PVC 0.014 0.22 1.19 2.00 4.59 42
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater -than 20 %. The anchor
spacing shall be as_follows:
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for slopes of 36% to 50%;
c. 16 feet separation for slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
N/A
5. Maximum sewer reach length between manholes: 425.00 linear feet.
6. This sewer line segment occurs between manhole no. 07A and manhole no. - 08A
7. Does the owner/operator have the ability to clean this length? xx Yes No.
8. Sewer subject to existing or planned traffic bearing loads? xx Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
DUCTILE IRON PIPE TO BE USED AND MIN. 3.5' COVER MAINTAINED AT ALL
AREAS WHERE SEWER WILL BEAR TRAFFIC LOADS.
9. Outside drop manholes are provided where invert separations exceed: 2.5 feet.
10. Identify (by manhole number) those manholes That have drop connections:
C3, C4, C5, C7, D1, 05, 06, X8, X9, X19, X26A
3 of 10

1 :AUL. -+ k.-/11/
11.
Maximum allowable infiltration/exfiltration test rate: 100 GPD/ pipe dia. in./ mile.
Note: Must not exceedGPD/ pipe dia. in./ mile-
0 0
12. Minimum separation distances as shown on the plans or addressed in _ the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? x Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? x Yes _ No
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? x '' Yes _ No
13. Are -manholes subject to flooding? _Yes x No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, _ Yes _ No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): _Yes _ No
16. Identify (by manhole number) those manholes that are vented:
N/A
17. Does this project involve any stream crossings? xx yes _ no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located: DUCTILE ]IRON PIPE WILL BE INSTALLED AT THE CROSSING
WITH PROTECTION CONCRETE BELOW THE CREEK INVERT.
4 of 10

.v..PU iP STATION INFORMATION
1. Pump Station No.: 1 (A separate sheet V.1 through V.15 should be
submitted for each pump station)
•
2. Name of closest downslope surface waters: BUCK CREEK
3. Classification of closest downslope surface waters: c-sw (as established
by the Environmental Management Commission & specified on page 6 of this .applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H .0200: The station will be provided with a dual
power source in the event of power failure.
5. What size pumps are provided? 80 GPM
6. How many pumps are provided?
2
7. What isthe maximum capacity of the pump station?
8. What is the design total dynamic head? 71
9. How many pumping cycles will occur at the design flow rate?
10. Check if provided at pump station:
Alternate Power Source x
Wet Well Vented with Screen x
Fillets in Wet Well x
Check Valves and Gate Valves x
Security Fencing x
Lockable Wet Well. Cover x
Area Light - . x
110V Electrical Convenience Outlet x
Flood/Buoyancy Protection x MA
�Y
High Water Alarm xg Audible and Visual xx-Awe-Meier
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum Maximum Minimum
(Inches) (Linear Ft) Material Elevation Elevation Velocity(fps) Vel.(fps) Cover (in)
4 7300 PVC 132 121 2.00 2.00 36
115,200 GPD
feet
4.0 cycles per hour
12. Are air release valves provided at all high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? x yes no
13. Is pump station subject to flooding? yes x no. If yes, what measures are
being taken to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation: N/A Feet MSL
1.5. Are there existing or planned pump stations downstream of this station? x yes no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.
THE DOWNSTREAM SYSTEM IS ADEQUATE TO HANDLE THE ADDITIONAL FLOW

TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters: S u c. l< C r € <-k
Oagsification (as established by the Environmental Management Commission): C -
Proposed -Classification, if applicable: Ai /r4
Signature of regional office personnel: Date: / 6 Z 6 - y
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this fonx,.-withatems1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other ): TOWN OF STEDMAN
2. Name and Complete Address of Engineering Firm:
5625 DILLARD ROAD. BLDG. I, SUITE 117.
McKIM & CREED ENGINEERS, P.A.
•
City: CARY State: NC Zip: 27511
Telephone No. 919-233-8091
3. Project Name: = TOWN OF STEDMAN WASTEWATER COLLECTION SYSTEM INPROVEMENTS
4. Pump station design flow: 115 , 200 _
GPD; 80 GPM
5. Name of closest downslope surface waters: BUCK CREEK
6. County(s) where project and surface waters are located: CUMBERLAND
7. Map name and date: STEDMAN, NORTH CAROLINA 1987
8. North Carolina Prpfessional Engineer's Registration No.. 11570
9. Print Name of Engineer BRYAN F. BLAKE
10. Seal and Signature (specify date):
i
DEHNR PALi
REGIONAL OI iti1

V. •PU1vIp STATION INFORMATION
1. Pump Station No.: 2 (A separate sheet V.1 through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters: Sandy Creek
3. Classification of closest downslope surface waters: 6— 3 L'J (as established
by the Environmental Management Commission & specified on page 6 of this :applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are being implemented to prevent sucli impact, as
required in 15A NCAC 2H .0200: The station will be provided with .a dual
power source in the event of power failure.
5. What size pumps are provided? 320 GPM
6. How many pumps are providd? 2
7. What isthe maximum capacity of the pump station? 460, 800 GPD
8. What is the design total dynamic head? 129 feet
9. How many pumping cycles will occur at the design flow rate? 4.8 cycles per hour
10. Check if provided at pump station:
Alternate Power Source X
Wet Well Vented with Screen x
Fillets in Wet Well X
Check Valves and Gate Valves x
Security Fencing x
Lockable Wet Well Cover X
Area Light - . X
110V Electrical Convenience Outlet X
Flood/Buoyancy Protection x —T izy
High Water Alarm x Audible and Visual x
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum Maximum Minimum
(Inches) (Linear Ft) Material Elevation Elevation Velocity(fps) Ve1.(fps) Cover (in)
8 28,500 PVC 151 96 2.0 2.0 36
12. Are air release valves provided at all high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? x yes no -
13. Is pump station subject to flooding? yes x no. If yes, what measures are
being taken to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation: Feet MSL
15. Are there existing or planned pump stations downstreani of this station? x yes no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.
THE DOWNSTREAM STATION IS ADEQUATE TO HANDLE THE ADDITIONAL FLOW.

��. co. i�ri9.1e: JN-113. ENVIRONMENTAL MGMTIIM & CREED/RL 08/25/914O. EE
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide inc with the classification of the surface wareis identified in number 5
below and on the attached map Segment:
• Narne of surface waters: &OM c�. cJ C yr e
Cassificadon (as ettsblEaIied by the EnvirgnmeutaI Mara•gernctit'Comini$sion): C - S
PrOposed'Classifleation, applicable: • . A- ;
Sign tvte of t�cgio:tal o oc pczsrninel: 144J..
,_, Dace: is •-2 6-9 7
' ' ' INSTRUCrrIONS TO ENGINEER
•sabot order todettrmint whether provisions four dual err standby power may be required for the
facility. the won of the closest downslope sur6ce waters (tbc srnrface waters that
anY overflow from the facility" *mild flow toward) must be determined. You are required to
SUb024 alb forDL
Management wjt -1 through 10 comp1 teed, to the apprapriatb Division of Ettvironmatual
Regional Water Quality Supervisor (sec attached listing).
include an 8S' by 11 copy of the, Ata.minimum, you must
the subject'pion of a 7.5 minute DSGS TTopogmaphic Map which shows
surface w ert.' You most identify the location of the facility and:the closest downslope
surface .
y.
The application(waters for +which you are requesting the classifieadda) on the submitted ma co May trot be submitted until this form is completed and included with the submittal.
i ' or other ' App&caa[ (corpot�tion, individual,4 ): Zowmr 'OF. tEIZT
2. Name and Complete Address of Engineering Firm: _'Rim & Cr4ea En ti rieerg P A
625 Dillard" Rd; Ste 117, Bldg. 1
City' Cary State_ NC Zi ,: ' . 27511
Telephone No. ' • 9I9'-I2.33-8091
3. Project Name: own' of stems
T treat Call.ectipit System Tmrrovaglents
4, Pump station design flow: " . 460.00,0 • . • GPD;
. 320 GPM
5. Name of closest dowaslope surface waters: Saudycereek
• r
6. Oounty(s) where project and surface waters are located: Cumberland
7. MaP nettle acid date: Sesame, North Caro4-a 1987
S. 'North Carolina Pio(essiiotial Engineer's Registration No.
9. Print Name of Engineer B an F. Blake
10_ Seal and -Signature (specify date):
6 of 10
11570
•

•
DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
59 Woodfin Place
Asheville, NC 28802
704/251-6208
Avay
Buncombe
Budge
Caldwell
Cherokee
Clay
Graham
Haywood
Henderson
Jackson
Macon
Madison
McDowell
Mitchell -
Polk
Rutherfar+d
Swain
3imnsylvania
Yancy
Fayetteville Regional WQ Super.
Wachovia Building, Suite 714
Fayetteville, NC 28301
919/486-1541
Anson Moore
Bladnn Robeson
Cumberland Richmond
Harnett Sampson
Hoke Scotland
Montgomery
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106.
919/761-2351
Alamanoe
Alleghany
Ashe
Caswell
Davidson
Davie
Forsyth
Guilford
Rockingham
Randolph
Stokes
Sunry
Watauga
Wilkes
Yadkin
Washington Regional WQ Super.
P O Box 1507
Washington, NC 27889
919/946-6481
Beaufort
Bade
Canden
Chowan
(haven
Currimck
Dae
Gates
Greene
Herdbrd
Hyde
Jones
Lenoir
Martin
Pamlico
Pasqugtanic
Pequimans
Pitt
Tyrell
Washington
Wayne
Mooresville Regional WQ Super.
919 North Main Street
Mooresville, NC 28115
704/663-1699
Alexander Mecklenburg
Cabarnu Rowan
Catawba Stanly
Gaston Union
lredell Cleveland
Lincoln
7 of 10
Raleigh Regional WQ Super.
3800 Barrett Dr., Suite 101
Raleigh, NC 27609
919/133-2314
Chatham Nash
Durham Northampton
Edgeoombe Orange
Franklin Person
Granville Vance
Halifax Wake
Johnston Warren
Lee Wilson
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
919/395-3900
Brunswick
Carteret
Columbus
Duplin
New Hanover
Onslow
Pender

THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL •
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, details on the pump station, and must
show the proximity of the sewer .extension to other utilities and natural features.
Specifications -may be omitted for delegated authorities. Each sheet of the plans and the first
page of the specifications must be signed and sealed. Three copies of the existing permit if
a renewal or modification.
c. Three copies of all calculations, including pump selection, friction calculations, cycle
time, pump curves (including system curves applicable with one pump running, two
pumps running, three pumps running, etc.), and evaluation of downstream pump stations.
These items must be submitted under the signature and seal of the North Carolina
Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
e. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is differenr'from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
f. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
8 of 10

a
Name and Complete Address of Engineering Firm: McKim & Creed Engineers, P.A.
5625 Dillard Road, Suite 117, Building 1
City: Cary
Telephone No. [phone]
State: NC Zip: 27511
Professional Engineer's Certification:
I, Bryan F. Blake , attest that this application for Town of Stedman
Wastewater Collection System Improvements has been reviewed by meand is accurate
and complete to the best of my knowledge: I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material, and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Registration No.
Print Name of Engineer Bryan F. Blake
Seal and Signature (specify date):
Applicant's Certification:
11570
I, Ernest Freeman
attest that'this application for Town of Stedman
Wastewater Collection System Improvements
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomp'ete.
Signature
Date // - / ii - 9,
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
9 of 10

PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial
Domestic/Cooling Water
$400
10,001- 1,000,000 GPD
Industrial $400
Domestic/Cooling Water $400
$300
$300
$250
$250
1,001 i9,009'GPD
Industrial $400 $200
Domestic/Cooling Water $400 $200
< or = 1,000 GPD and
Single Family Dwelling
Sludge < or = 300 Acres
Sludge > 300 Acres
$240 $120
$400 $250
$400 $250
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated) $200 0
Closed -Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management.
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