WQ0014153_Application (FTSE)_19980709

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MEMO T0: State Review Group
FROM: Ricky Revels !�
Environmental Technician IV
SUBJECT: Procedure Four (4)
WQ0014153
Town of Stedman
Sewer Extension - Private
Cumberland County
Division of Water
Quality
Fayetteville Regional
Office
7/23/98
Date
State Review Group Review
Engineer Ed Buchan
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: 5/31/2001
4) Compliance Information:
Present treatment plant performance
for previous months - beginning N/A could not print from IMS!
(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

Stave of North Carolina
•Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
July 9, 1998
The Honorable Billy D. Horne, Mayor
Town of Stedman
P.O. Box 220
Stedman, North Carolina 28668
Dear Mayor Horne:
1 ►r
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Application No. WQ0014153
Town of Sedman
Sewers -Private
Cumberland County
The division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on July 9, 1998. This application has been assigned the number listed above.
Your project has been assigned to Mr. Ed Buchan for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional information.
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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 Mr. Ed Buchan at 919/733-5083, ext. 546. 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 INQUIRES ON
THIS PROJECT.
Sincerely,
„9,-/Mr. Kim H. Colson, P.E.
Supervisor, Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
McKim & Creed Engineers, P.A.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment, Health and Natural Resources, = n
Division of Environmental Management .,, nrr=,
Non -Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINlet 8 1998
GRAVITY SEWER EXTENSION, Nor, -Ds; a;go Permitzing
PUMP STATIONS, AND PRESSURE SEWERS
I. GENERAL INFORMATION: SOC Project: Yes, X No.
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
Town of Stedman
2." Print Owners or S ggniag Official's name and title (the person who is legally responsible for the facility and its compliance):
Mr. BIlly D. Horne, Mayor
3. Mailing address: PO Box 220
City: Stedman
State: Nc Zip: 2R191
Telephone Number: ( 910 ) 323-1892
4. Project Name (please specify the name of the subdivision, facility, or establishment - should be consistent with project
name on plans, specifications, letters of flow acceptance, Operational Agreements, etc.):
Town of Stedman — Wastewater Collection System Imprnvpmenrc
5. Application Date: June 26, 1998
6. County where project is located: Cumberland
II. PERMIT INFORMATION:
1. Application No. (will be completed by DEM):
2. Specify whether project is:
6. Fee Submitted: $ 400.00
1.01? D D I'�1s3
new; X modification.
3. If this application is being submitted as a result of a modification to an existing permit, please complete:
existing permit number WQ0014153 and the issue date August 11 , 1947
4. Specify whether the applicant is X public or private.
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 ai school, subdivision, hospital,
commercial, industrial, apartments, etc.: residential
3. Indicate any parameter(s) (and their 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. If a pretreatment permit is required, has one been issued? Yes No. If yes, please attach a copy of the
pretreatment permit. If No, when will one be issued: n/a
FORM: GSPSA 02/95 Page 1 of 8

6. Volume of wastewater generated by this project: 117,000 _ gallons per day.
7. 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 private septic tank systems currently in place.
2: Name of wastewater treatment facility receiving wastewater. Rockf ish Reclamation Facility
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a - Facility Permit Number. NC0050105
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater.
The downstream system is adequate to handle the flow generated by this project.
c. Permit Number for sewers immediately downstream:
NC0050105 — Rockfish Reclamation Facility
d. Pipe diameter of sewers immediately downstream: 24" ' diameter
3. Summary of GRAVITY SEWER to be permitted, by diameter, length and pipe material:
Outfall
Diameter
(in)
Length
(linear feet)
Pipe
Material
Circle C or
N Factor &
Specify
Value
Minimum
Slope (%)
Maximum
Slope (%)
Minimum
Velocity
(fps)
Maximum
Velocity
(fps)
Minimum
Cover (in)
8"
15,700
PVC
0.014
0.40%
3.47
2.00
4.2
36
10"
16,700
PVC
0.014
0.28%
1.147
2.00
2.8
36
12"
24,400
PVC
0.014
0.22%
0.22%
2.00
2.0
42
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
For private sewers the minimum diameter is 6 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor spacing shall be a maximum of: 36 foot
separation for slopes of 21% to 35%; 24 foot separation for slopes of 36% to 50%; 16 foot separation for slopes greater
than 50%.
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? - rile
5. Maximum length of sewer between manholes: •438.88 linear feet.
6. This sewer line segment occurs between manhole no. R2-2 and manhole no. R2-3 ( Sheet .#9 )
FORM: GSPSA 02/95 Page 2 of 8

7. Does the owner/operator have the ability to clean this length? X Yes No. For sewer reach lengths greater
than 425 feet, please provide a letter from the owner/operator, stating the ability to clean the specified reach and include the
equipment specifications.
8. Sewers subject to existing or planned traffic bearing loads? X Yes No. If yes, what measures are being taken
to enable the sewers to withstand the loads?
Ductile iron pipe to be used with minimum 3.5' cover at areas where sewer
will bear traffic loads.
9. Outside drop manholes are provided where invert separations exceed: 2.5
feet (provide for separations > or = 2.5)
10. Identify (by manhole number) those manholes that have drop connections:
X18A, EEB1A, A18A, A25A, Q3A, B12A, B11A, C3. L7
11. Maximum allowable infiltration/exfiltration test rate: 5 0 GPD/pipe diameter inch/mile of pipe.
NOTE: Must not exceed499-GPD/pipe diameter inch/mile of pipe.
So
12. Minimum separation distances as shown on the plans and addressed in the specifications. If a, b, or c below is no, explain
in an attachment (This section must be completed for all collection systems including force mains and pressures sewers):
a) 100 ft. horizontal separation from wells or other water supplies? Yes X No
b) 12 in. vertical separation from storm sewer or ferrous pipe sanitary sewer specified? X Yes No
c) 10 ft. horiz. sep. from water mains or 18 in vertical sep. (water over sewer) or ferrous pipe specified? X Yes No
13. Are manholes subject to flooding? Yes X No. If Yes, are manhole rim elevations 1 foot above 100-year flood
level, (100 year flood elevation should be indicated on plans)? Yes No; Or, are the manholes watertight, vented
1 foot above the 100-year flood elevation and vented every 1,000 feet (should be shown on plans)? Yes No.
14. Identify (by manhole number) those manholes that are vented: n/ a
15. Does this project involve any stream crossings? X 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 with
protection concrete encasement below the C¢u-t', invert
Please note: The Division recommends all stream crossings be located three (3) feet below the stream bed or ferrous
material pipe be specified. In addition, all aerial stream crossings must be located above the 25-year flood elevation. Both
the 25-year flood elevation and the 100-year flood elevation should be indicated on the plans.
16. Sewers jnav 114.1 be installed in WS-I watersheds. Are any of the subject wastewater collection systems located in a WS-1
watershed? Yes X No.
FORM: GSPSA 02/95 Page 3 of 8

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V. PUMP STATION INFORMATION
1. Pump Station No. or Name: Blake Road (A separate page 4 of 8 should be submitted for each pump station)
2. Name of closest downslope surface waters'
Buck Creek
3. Classification of closest downslope surface waters: G (as established by the Environmental Management
Commission & specified on sheet 5 of 8 of this application).
4. In accordance with 15A NCAC 2H .0219 (h)(3), describe the measures that are being implemented to prevent impacts on
downslope surface waters, should a power failure occur at this pump station. NOTE: Alternative power MUST be
addressed for every pump station in accordance with the above regulation.
Dual Power source will be provided by CP&L and SOuth River Electric Company
5. What size pumps are provided: 100 GPM; and how many? 2
6. What is the design total dynamic head? 36 feet
7 How many pumping cycles will occur at average daily flow? 4.1 cycles per hour.
NOTE: 15A NCAC 2H .0219 (h)(2) requires 2 to 8 pumping cycles per hour be achieved at average daily flow.
8: The following items are typically required in the design for pump stations. Check the appropriate blank to signify that
these items have beep provided in the design plans and specifications:
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
High Water Alarm (one choice may be specified) x Audible and Visual 3( Auto Dialer
9. Summary of FORCE MAIN or PRESSURE SEWER to be permitted, by diameter, length and pipe material:
Diameter
(in)
Length
(linear feet)
Pipe
Material
High
Elevation
(ft)
Low
Elevation
(ft)
Minimum
Velocity
(fps)
Maximum
Velocity
(fps)
Minimum
Cover (in)
4
1800
PVC
126.5
123.5
2.0
2.0
36
10. 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
11. Is the pump station subject to flooding? _ Yes Ji No. If Yes, what measures are being taken to protect against flooding?
12. If subject to flooding, specify the 100-year flood elevation: N/A Feet MSL
13. 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 and shall include that evaluation as
an attachment to this application. Downstream pump station is adequate to handle flow
FORM: GSPSA 02/95 Page 4 of 8

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: u c 1<
C►�z� k
Classification (as established by the Environmental Management Commission): C -
Proposed'Classification, if applicable: / "
Signature of regional office personnel: R Date:
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 form.with itemc1 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 ):
2. Name and Complete Address of Engineering Firm: McKIM & CREED ENGINEERS , P . A.
5625 DILLARD ROAD. BLDG. I, SUITE 117. _
TOWN OF STEDMAN
Citv: CARY State: NC
Telephone No.
3. Project Name:
919-233-8091
Zip: 27511
TOWN OF STEDMAN WASTEWATER COLLECTION SYSTEM
4. Pump station design flow: 144, Q oci _ GPD;
5. Name of closest downslope surface waters: BUCK CREEK
INPROVEMENTS
100 GPM
6. County(s) where project and surface waters are located: CUMBERLAND
7.
8.
9.
10.
Map name and date: STEDMAN, NORTH CAROLINA 1987
North Carolina Professional Engineer's Registration No_.
Print Name of Engineer BRYAN F. BLAKE
Seal and Signature (specify date):
11570
I
DE
REGIONA GI

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 one copy of the completed and appropriately executed application form. If modifications to the form are
required as a result of additional information requests by the Division, the additional information must be transmitted under
the signature of the applicant and the actual modification must be initialed by the NC Professional Engineer.
b. Two (2) 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, 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. Two (2) copies of the
existing permit if a modification. The plans and specifications must not contain phrases (such as: FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However,
the plans and specifications may contain: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
c. Two 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 NC Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5). The fee for sewer extensions for
nondelegated municipalities is $400. The fee for sewer extensions for delegated municipalities (applies only to those
governmental jurisdictions that have specific delegation review authority, as granted by the Environmental Management
Commission) is $200. Name changes without other modifications are $100.
e. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting the wastewater flow from this
project is different 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. If the application is being submitted in the name of a privately owned public utility, evidence must be submitted from the
Utilities Commission which demonstrates that the utility is authorized to hold the franchise for the area to be served. In the
case of contiguous service areas, evidence must be provided from the Utilities Commission acknowledging these areas are
covered under an existing franchise.
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A properly executed Operational Agreement (original and two copies - form provided by DEM) 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.
h. The downslope surface waters classification must be determined by the appropriate DEM regional office, using page 5 of 8 of
this form, prior to the submittal of the aoolication package to the Water Quality Permits and
Engineering Unit. Once the regional office has completed the classification, page 5 of 8 should be reincorporated into the
application package and the entire application package may then be submitted to Water Quality Permits and Engineering Unit.
i. A cover letter, which briefly describes the project, should be included with each application package. If necessary for clarity,
feel free to include attachments to the application form. Such attachments will be considered as part of the application and
should be numbered to correspond to the section to which they refer.
J.
All materials and fees submitted in support of this request for a permit become the property of the Division of Environmental
Management; therefore, if the permit is not issued for any reason, the Division will return submitted materials only at its
option.
FORM: GSPSA 02/95 Page 6 of 8

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Name and Complete Address of Engineering Firm: McKim & C rP P E.8; n P e r s , p _
5625 Dillard Drive, Suite 117
City: Cary State: NC Zip: 27511
Telephone Number. ( 919 ) • 233-8091
Professional Engineer's Certification:
L Bryan F. Blake
, attest that this application for Town of Stedman
Wastfwafiar ] 1prti nn System lmprovpments
has been reviewed by me and 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 Seal, Signature, and Date:
Applicant's Certification:
1, Billy D. Horne
, attest that this application for Town of Stedman
Wastewater Collerrinn 4yarem TmprorPments
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 to incompl
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Signature
A
Date
— 3 0 _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
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: GSPSA 02/95 Page 7 of 8

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (12/94)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery 'Macon
Buncombe Madison
.Burke McDowell
Caldwell Mitchell
Cherokee " Polk
Clay Rutherford
— Graham Swain
Haywood Transylvania
Henderson Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Anson Moore
Blades Robeson
Cumberland Richmond
Harnett Sampson
Hoke Scotland
Montgomery
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
Washington Regional WQ Supervisor
Post Office Box 1507
Washington, NC 27889
[phone]
Fax [phone]
Beaufort
Berrie
Camden
Chowan
Craven
Currituck
Dare
Gates
Greene
Hertford
Hyde
Jones
Lenoir
Martin
Pamlico
Pasquotank
Pertlnimans
Pitt
Tyrell
Washington
Wayne
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander Mecklenburg
Cabarrus Rowan
Catawba Stanly
Gaston Union
Iredell Cleveland
Lincoln
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
[phone]
Fax[phone]
Chatham Nash
Durham Northampton
Edgecombe Orange
Franklin Person
Granville Vance
Halifax Wake
Johnston Warren
Lee Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick
Carteret
Columbus
Duplin
New Hanover
Onslow
Pender
FORM: GSPSA 02/95
Page 8 of 8