WQ0008060_Application (FTSE)_19930623

MEMQ Tp: State Review Group
FROM: Kerr T. Stevens
Regional Supervisor
SUBJECT: Procedure Four (4)
WQ0008060
Tom Starling OutFall
Sewer Extension - Public
City of Fayetteville
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
07/02/93
Date
State Review Group Review
Engineer Jill Little
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 6_0 MGD
3) NPDES Permit No.: NC0050105 Expiration Date: 05/31/96
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning _06/01/92_
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: _10,080_GPD
domestic 100% ; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP 2,373,736 GPD
7) Regional Recommendations: Approval X
KTS/RR/rr
Enclosure
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
June 23, 1993
Mr. Timothy Wood, Manager
Public Works Commission of the City of Fayetteville
PO Drawer 1089
Fayetteville, NC 28302-1089
Subject: Application No. WQ0008060
Additional Information Request
Public Works Commission of the
City of Fayetteville
Tom Stames Outfall
Sewer Extension
Cumberland County
Dear Mr. Wood:
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application. The following items must be addressed before we can complete our review:
1) Please show the water line crossing near manhole 14 + 59.54 (sheet 3) on the profile view.
Please submit three revised copies of this sheet.
2) Please be advised that 15A NCAC 2H .0219 requires that either a 10 foot horizontal
separation or an 18 inch vertical separation be maintained from water lines at all points. If
neither of these separations can be maintained, then ductile iron pipe must be specified for
the sewer line. For the following areas, the minimum horizontal separation of 10 feet is not
met, and the vertical separation is not indicated. Please submit three copies of these sheets
to indicate the location of the water line on the profile drawing, and specify ductile iron pipe
as necessary.
a) sheet 3: manhole 19 + 23.61 to manhole 25 + .0310
b) sheet 4: manhole 29 + 74.44 to manhole 31 + 81.52
3) Please be advised that the sewer lines indicated for Scales Court, Charger Court, Josh
Court, and Tippit Trail will require permitting by the Division. Please either indicate that
sewer extension applications for these streets will be forthcoming, or submit plan, profile,
and a revised application form at this time.
4) The application form indicates that only 28 lots are to be connected to this sewer line.
However, a review of the plans shows that more than 28 lots can be connected directly to
this sewer line. Please revise the wastewater flow rate on page 2 of the application form to
account for all of the lots that will connect directly to this sewer extension.
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

Refer to the subject permit application number when providing the requested information. Please
submit three copies of all information to my attention at the address below. Also, please
note that failure to provide this additional information on or before July 23, 1993, will subject your
application to being returned as incomplete, in accordance with 15A NCAC 2H .0208.
If you have any questions on this matter, please call me at 919/733-5083.
Sincerely,
/civ-4
ill Little
Environmental Engineer
State Engineering Review Group
cc: Fayetteville Regional Office
Permit File WQ0008060
Averette Engineering Co., P.A.
o t Ea { �
.UPI i1 24 993
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE

•
• • 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
June 21, 1993
MR TIMOTHY WOOD
PWC/FAYE 1' 1'BVILLE
PO DRAWER 1089
FAYE1'1'EVILLE, NORTH CAROLINA 28302
Dear MR WOOD:
.A7C'vA
�EHNF=1
JUN 231993
ENV.
FAYETTEVILLE REG. OFFICE
Subject: Application No. WQ0008060
Tom Starling Outfall
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on June 18, 1993. 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 Jill Little for a detailed engineering review. A technical
acknowledgement will be forthcoming.
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 Jill Little at [phone].
c2incerely,
L6Cif) Donald SafIt P.E.
Supervisor, Permits and Engineering Unit
cc: Fayetteville Regional Office
Averette Engineering
ix-tasi-/)
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 Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other ): Public Works Commission
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Timothy Wood, Manager
3. Mailing Address: Post Office Drawer 1089
City: Fayetteville
State: N. C. Zip: 28302-1089
Telephone No.: ( 919 ) 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.):
Tom Starling 0utfall
5. Application Date: May 20, 1993 6. Fee Submitted: $ 200.00
7. County where project is located: Cumberland
H. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): �) (. C sad-)
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 and issue date N/A
4. Specify whether the applicant is
x public or
private.
FORM: GSEA 4/91 Page 1 of 6

1
GRAVITY SEWER EXTENSION
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.:
0utfall line to serve residential subdivision and commerical develop-
ment - 28 residential lots on this extension.
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: Nonp
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: 10,080 gallons per day
6. Explanation of how wastewater volume was determined: 28 X 360 gpd/connection
120 gpd X 3 Bedroom = 360 gpd
Bedroom
IV. DESIGN INFORMATION:
1. Brief project description: Extend existing sanitary sewer outfall to serve a
portion of Tom Starling Estates.
2. Name of wastewater treatment facility receiving wastewater: Rockfish Treatment Plant
City of Fayetteville
a. Facility permit no.: NC0050105
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: The sewers downstream are adequate to accept
the wastewater from this subdivision.
2 of 6

GRAVITY SEWER EXTENSION
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 Pipe C or rffit Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
.l,$ 3475 VCP 0.13 0.12 0.12 2 2 36
_.$ 236 _�'fi1�`_ hL 0.13 0.12 0.12 2 2 36
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: 334 linear feet.
STA STA
6. This sewer line segment occurs between manhole no. 2+3564 and manhole no. 5+6921
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? y Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
Sanitary sewer specified, installed properly at the depths indicated
will withstand normal traffice bearing loads.
9. Outside drop manholes are provided where invert separations exceed: 2 feet.
10. Identify (by manhole number) those manholes that have drop connections: None
3 of 6

1.
1 1 .
GRAVITY SEWER EXTENSION
PAGE 4 (4/91)
Maximum allowable infiltration/exfiitration test rate:
Note: Must not exceed ?1J_GPDl pipe dia. in./ mile. no GPD/ pipe dia. in./ toile.
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) .1211; vertical separation from storm sewer or ferrous pipe
sanitary. sewer specified?
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified?
13. Are manholes subject to flooding?
14. If yes, art manhole rim elevations 1 foot above 100-year flood level,
(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):
16. Identify (by manhole number) those manholes that are vented: N / A
x Ycs No
x Yes __ No
x Yes — No
_IL Yes __ No
•
79' - 100 year
Flood Elevation
__Yes No N/A
17. 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: Sheets show detail of stream crossing bottom of sewer
line above 25 year flood elevation Sheets S1 & S2).
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
One original and three copies of the completed and appropriately executed application form.
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 trust 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.
The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
If the owner/authority of the wastewater treatment facility (\VWTF) 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.
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.
4 of 6

• 1
URA Vl1 Y SL Wt K KA1K1NSIViN
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: Averette Engineering Co. , P. A.
1717 Swann Street
City: Fayetteville
Telephone No. [phone]
Professional Engineer's Certification:
I Charles D. Averette
State: N. C. Zip: 28303-3743
, attest that this application for
Tom Starling Outfall 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 Registration No. 4676
Print Name of Engineer
Seal and Signature (specify date):
Applicant's Certification:
1, Timothy Wood
Outfall
Charles D. AveX,g,tte_.,
%IP CARRQ//•ry,9 ,
••••.......•
SS10�1 /
I/GI
S
, attest that this application for
Tom Starling
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
Date - V- y�
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
5 of 6

g
Delegated Municipality Reviewer's NC Proressional Engineer's Registration No.:
Seal and Signature (specify date):
FORM: DMGS 4/91
PAGE 1 OF 1
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Ralei<th. North Carotin:: 27626-O.5_;5
James G. Martin, Governor
William W. Coney, Jr.. Secretary
Memorandum
To: Delegated Municipalities
From: Steve W. Tedder', Chief t^
Water Quality Section
May 1, 1991
G.(iree i. �. ,,;t i'hD v�
Dace:,:r
Subject: Delegated Municipalities Cl ec iiist for Revised Non -Discharge Permit Appiicat:c);u
The Division of Environmental Management's Water Quality Section has revised the
Gravity Sewer Non -Discharge Permit Application Form. The form now incorporates the baste
information that the Division feels is necessary in order for the delegated municipalities to perform Li
review on a gravity sewer project for the Division; therefore, the Division will no longer require :hLit
the "Delegated Municipalities Gravity Sewer Design Checklist" be completed and submitt.
however, require that the delegated municipality perform the same type of review as always requir d
and complete the bottom portion of this page and attach it as the last page of al! gravity sewer
applications that are being submitted as a delegated municipalities project. If you Fiave any question
on this matter, please contact Mr. Randy Jones at 919/733-5083.
DELEGATED MUNICIPA LTTY GRAVITY SEWER CERTIFT`' 1TTr .:
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant: PUBLIC WORKS COMMISSION OF THE CITY OF FAYETTEVILLE
Project Name: TOM STARLING OUTFALL
Delegated Municipality Reviewer's Certification:
I, VICTOR GANJEHSANI , 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 Management's minimum design requirements for gravity sewer projects.
•