WQ0008649_Application (FTSE)_19940201

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MEMO TO: State Review Group
FROM: Michael Wicker, WQ
Regional Supervisor
SUBJECT: Procedure Four (4)
WQ0008946
Locks Creek
Sewer Extension - Public
PWC/City of Fayetteville
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
2/10/94
Date
State Review Group Review
Engineer Rav Cox
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
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning _1/01/93_
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed
domestic 100% ; industrial
Expiration Date: 05/31/96
sewers: 0 GPD
; other
6) Volume from previously approved projects not yet tributary to
WWTP 3 109 223 GPD
7) Regional Recommendations: Approval
MW/RR/rr
Enclosure
X Denial

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
February 1, 1994
MR M.J. NOLAND
PWC/FAYE'1'1'EVILLE
PO DRAWER 1089
FAYETILVILLE, NORTH CAROLINA 28302
Dear MR NOLAND:
�'
J �,;
FEiB 4 tg'
ENV. MANAGEMENT
FAYETTEVILLE REG. ()Ha
Subject: Application No. WQ0008946
Locks Creek
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on January 31, 1994. This application has been assigned the number shown
above. Please refer to this number when making inquiries on this project.
Your project has been assigned to Ray Cox for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
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 Ray Cox at [phone].
cc:
Sincerely,
L L) Caro yn Mc kill
Supervisor, State Engineering Review Group
Fayetteville Regional Office
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 Perrnit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
90
CP)0
rto
I. GENERAL INFORMATION: .w G'"
1. Applicant (corporation, individual, or other ): Fayetteville Public Works Commission
CP
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance):
M.J. Noland, P.E. Director of
Water Resources Department
3. Mailing Address: P.O. Drawer 1089
City: State: State: North Carolina Zip: 28302
Telephone No.: (910 ) 483-1401
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Locks Creek 24" Sanitary Sewer Extension
5. Application Date: January 27, 1994 6. Fee Submitted: $ 200.00
7. County where project is located: Cumberland
H. PERMIT INFORMATION: q f (�
1. Permit No. (will be completed by DEM): LC -�.We 6'9
2. Specify whether project is: x new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.5). Submit only pgs. 1, 2, 5 (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 N/A and issue date
4. Specify whether the applicant is x public or private.
FORM: GSEA 4/91 Page 1 of 6

liKAV11 1 Jr.Wt.K CA1r.1N. 1lJj'
PAGE 2 (4/91)
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, apartments, 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: 0
gallons per day
6. Explanation of how wastewater volume was determined: Proposed 24" sanitary
sewer will eliminate existing lift station on Downing Road with no
net increase in flow.
IV. DESIGN INFORMATION:
1. Brief project description: Extending the existing Locks Creek Outfall with
nearly 11,331 L.F. of 24" gravity sewer from Cedar Creek Road to
Downing Road.
2.. Name of wastewater treatment facility receiving wastewater Rockfish Creek
a. Facility permit no.: NC0050105
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: The existing 24" Locks Creek Outfall has
adequate reserve capacity to handle the additional flow.
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UKHV11 1 3L.h'C.Kr-A1�NJION
PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: N
Dia. Length Pipc C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
24" 10,970 RCP 0.013 0.10 0.10 2.30 2.30 84"
24" 361 DIP 0.013 0.10 0.24 2.30 3.60 102"
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: 589.36 linear feet.
6. This sewer line segment occurs between manhole no. 63f-73.34and manhole no.69+62.70
7. Does the owner/operator have the ability to clean this length? x Yes No.
8. Sewer 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?
Steel encasement with proper bedding and backfill material compacted
to required standards.
9. Outside drop manholes are provided where invert separations exceed: N/A feet.
10. Identify (by manhole number) those manholes that have drop connections: N/A
3 of 6

,
GRAV1'1'Y SEWER EX1'ENSLON
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed g9A GPD/ pipe dia. in./ mile. 100 GPD/ pipe dia. in./ mile.
100
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? _ yes .. no. If yes, what precautions
or special features have been utilized to *ensure protection of the sewer line and not
restrict stream flow? Iderogy the sheet of the plans and station number where stream
crossings are located:
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, 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. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
d. 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.
e. 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.
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PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: Fayetteville Public .Works Commission
Post Office Drawer 1089
City:
Fayetteville
Telephone No. [phone]
State: North Carolina zip; 28302
Professional Engineer's Certification:
L Victor Ganjehsani, P.E. , attest that this application for Locks Creek
24" Sanitary Sewer Outfall has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest thatto,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. 14368
Print Name of Engineer Victor Ganjehsani, P.E.
Seal and Signature (specify date):
Applicant's Certification:
L M.J. Noland, P.E.
Sanitary Sewer Outfall
/2
0
, attest that this application for Locks Creek 24"
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
incomplete.
Signature
4,1
Date
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
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GRAVITY SEWER EXTENSION
PAGE 6 (4/91)
PERMIT APPLICATION: PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD --;
Industrial
Domestic/Cooling Water
10,001 1,000,000 GPD
Industrial $400
Domestic/Cooling Water $400
1,001 - 10,000 GPD
Industrial
Domestic/Cooling Water
< or = 1,000 GPD and
Single Family Dwelling
Sludge < or = 300 Acres
Sludge > 300 Acres
$400
$300
$300
$250
$250
$200
$200
$240 $120
$400
$400
$250
$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.
6 of 6

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh. North Carotin:: 2762 ,-I l.3
James G. Marun, Governor G..or_; T. E• er; tt.
Wiliam W. Cobey, Jr.. Secretary
M a y 1, 1991
(Memorandum
To: Delegated Municipalities
From: Steve W. Tedder. Chief(`
Water Quality Secnon k)
Subject: Delegated .\'tunic::):_!hies Ch cki si for Revised iron-Dischafle Pernut -AppliCaCbns
The Division of Environmental Management's Water Quality Section has revised the
Gravity Sewer Non -Discharge Permit Application Form. The form now incorporates the basic
information that the Division feels is necessary in order for the delegated municipalities to perform a
review on a gravity sewer project for the Division; therefore, the Division will no longer require that
the "Delegated Municipalities Gravity Sewer Design Checklist" be completed and submitted. We do,
however, require that the delegated municipality perform the same type of review as always required
and complete the bottom portion of this page and attach it as the last page of all gravity sewer
applications that are being submitted as a delegated municipalities project. If you have any questions
on this matter, please contact Mr. Randy Jones at 919/733-5083.
DELEGATED MUNICIPALITY GRAVITY SEWER CERTIFICATION
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant: PUBT.TC Wf1KY.S COMMISSION lF THE f TTY (1F FAYFTTFVTT f F N(1RTH C R(1[ rNe
Project Name: LOCKS CREEK 24" SANITARY SEWER OUTFALL
Delegated Municipality Reviewer's Certification:
I, VTCTOR GAN.TEHSANT , attest that the subject plans and
specifications have been reviewed under my supervision and that those plans and specifications are
consistent with the information that has been specified on the Non -Discharge Application and the
Division of Environmental Mariarement's minimum design requirements for gravity sewer projects.
Delegated Municipality Reviewer's NC Professional Engineer's Registration No :
Seal and Signature (specify da:ej
,,`,, tI ,,,,,,,,
CARO( 4;••,
E.SS10 .
0 N�j,d'1( = 14368
FORM: DMGS 4/91
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