WQ0008892_Application (FTSE)_19940118

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2)
3) NPDES Permit No.: NC0050105
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning _12/O1/92`
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
domestic 100% ; industrial ; other
MEMO TO: State Review Group
)41
FROM: Kerr T. Stevens V NI'9,Z
Regional Supervisor
SUBJECT: Procedure Four (4)
WQ0008892
Three Lakes Subdivision
Sewer Extension - Public
City of Fayetteville
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
1/27/93
Date
State Review Group Review
Engineer Ray Cox
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
PWC of Fayetteville - Rockfish Creek Wastewater Treatment Plant
WWTP design capacity 6_0 MGD
Expiration Date: 05/31/96
_15.480 GPD
6) Volume from previously approved projects not yet tributary to
WWTP *3 036 023 GPD
7) Regional Recommendations: Approval X Denial
* The PWC-Rockfish Creek WWTP is presently under a plant expansion project for
a total permitted flow of 12 MGD.
KTS/RR/rr
Enclosure

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
67 7A
CDEHNFR.
January 18, 1994
MR M.J. NOLAND
PWC/FAYE'flEVll .T,F
PO DRAWER 1089
FAYEr1'EVILLE, NORTH CAROLINA 28302
Dear MR NOLAND:
JAN 20 1994
E►N Y. M •lt (---;:t AFNT
AYETTEVILLE REG. OFFICE
Subject: Application No. WQ0008892
Three Lakes Subdivision
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on January 12, 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: Fayetteville Regional Office
The Rose Group, Inc. ,
Sincerely,
,(17/
arolyn McCaskill
Supervisor, State Engineering Review Group
ia
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 Managernent
Non -Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
- I. GENERAL TVFORMATION:
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): M.J. Noland, P.E.
Director of Water Resources Department
3. Mailing Address: P.O. Drawer 1089
Ci Fayetteville State: NC Zip: 28302
ty:
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.):
Three Lakes Subdivision
5. Application Date:
Nevember- 9, 19 91 j
7. County where project is located: Cumberland
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): ;�,;[�irj%
. Fee Submitted: S
2.
Specify whether project is: X new;
*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 N/A
4. Specify whether the applicant is public or X private.
FORM: GSEA 4/91 Page 1 of 6
renewal*; modification.

• GRAVITY SEWER EXTE:::G;
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 100 % Domestic; % Commercial;
% Industrial; % Other waste (specify):
Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
Subdivision
3. Indicate any parameter (and its concencation) that will be greater than normal domestic
levels: None
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: 15.480 gallons per day
6. Explanation of how wastewater volume was determined: 43 residences and 3 bedrooms
per residence *120 gallons per day bedroom = 15,480 gallons/day
IV. DESIGN INFORMATION:
1. Brief project description: 2, 969 ` of 8" VCP sanitary sewer to serve 43
individual residences
2. Name of wastewater treatment facility receiving wastewater: Rockfish Creek WWTP
a. Facility permit no.: NC0050105
b. Engineer should provide staternent of his evaluation of downstream sewers to
accept the wastewater: Downstream sewers have sufficient capacity
to accept flow from proposed system
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PAGE . �1'91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
fac:or or N factor is used and circle C or N below: N
Dia. Length Pipe C or N Nlin. Max. \li rn ''a... ' •..:.•
...._...
(In.) (Lin. Ft) Material Factor Slope % Slope % Vei&city (fps) Vel.(,) Lover
8 2929 VCP
8 40 DIP
0.40%
0.40%
0.54% 2.3
0.40% 2.3
25 L
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 segtrent, what
measures have been taken to protect the sewer pipe and manholes?
N/A
5. Maximum sewer reach length between manholes: 321.38' linear feet.
6. This sewer line segment occurs between manhole no. MH-2 and manhole no. MH-3
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?
Minimum 3 feet of cover and class D beddin.z
9. Outside drop manholes are provided where invert separations exceed: 2.5 feet.
10. Identify (by manhole number) those manholes that have drop connections:
EX-MH STA 0-02 +1.20
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4 )1)
1 1. 'Maximum allowable infiltration/exfiitration test rate:
Note: Must not exceed GPD/ pipe dia. in./ mile. t 00 GPD/ pipe dia. in./ mile.
100
i 2. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from '.ells or other water supplies? i Yes No
b) 12 in. vertical separation from st= sewer or ferrous pipe
sanitary sewer specified? Yes — do
c) 10 ft. horizontal separation from. water mains or 18 in. vertical
separation (:.ater over seWer)or ferrous pipe specified? x Yes — `.:o
Are manholes subject to ficcin_? —Yes v ``o
14'. If yes, are manhole rim elevations 1 foot. above 100-year flood level, _ Yes 1LLANo
(1-00 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): _YesN/A No
16. Identify (by manhole number) those manholes that are vented: None
17. Does this project involve any stream crossings? _ yes x 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: N/A
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 :he 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 neatment facility (\\ WTF) 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 WWL i F. specifying the volume of
flow that wiii be accepted. Tie letter '1'e.. a recent letter and should refer to the project
by the same name as that identified o n the application and the plans/specifications.
e. An Operational Agreement (original and :wo copies) must be submitted if the sewer
extension will be serving single famiiv 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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•
GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: The Rose Group, Inc.
P.O. Box 103 104 Gillespie Street
City: Fayetteville State: NC Zip: 28302
Telephone No.
[phone]
Professional Engineer's Certification:
I, Gordon A. Rose
, attest that this application for Three Lakes Subdivision
Sanitary Sewer 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. 10763
Print Name of Engineer Gordon A. Rose
Seal and Signature (specify date):
Applicant's Certification:
I, M.J. Noland, P.E.
d
414
lt;N3
4v4this
, attest that is application for Three Lakes Subdivision
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 / 7 3
TIC 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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State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh. North Carolin:: 27626-n535
James G. Marun. Governor G,ur•_c T. Ev r::tt.
William W. Cobey, Jr., Secrztlry
May 1, 1991
Memorandum
To: Delegated Municipalities
From: Steve W. Tedder. Chief(\
Water Quality Section
Subject: Delegated iM'lunic:imiii:es Ch .c d s for Revised Non -Discharge Peniut .Applicant ins
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 chat the Division feels is necessary in order for the delegated municipalities to perform
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 seater
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%133-5083.
DELEGATED MUNICIPALITY GRAVITY SEWER CERTIFICATION
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant: pUBT,TC wous COMMTSSTfIN OF THE CTTY OP FAYr^TTFVT1 T F Nf1RTH C4 OJ Tnre
Project Name: THREE LAKES SUBDIVISION
Delegated Municipality Reviewer's Certification:
I, VICTflR GAN.TF.HSANT , attest that the subject plans and
specifications have been reviewed under my supervision and that those plans and sbecifications are
consistent with the information that has been specified on the Non -Discharge Application and the
Division of Environmental it'Ianagen-,ent's minimum design requirements for gravity sewer projects.
Delegated Municipality Revie.ver's NC Processional Engineer's Registration No
Seal and Signature (specify da:e):
`.0 CARO(,,,,
%eaSS10 •-
• i' SE At- I S.
• 14368
FORM: DMGS 4/91
PAGE 1 OF 1

•
GRAVITI
PAGE 6 (4/91)
PERMIT APPLICATION PROCESSLNG FEES
(effective October 1, 1990)
CATEGORY
NEW APPLICATIONS/ \ti- ; :O1 T
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial $400 S 3 00
Domesdc/Cooling Water $400 3300
10,001 - 1,000,000 GPD
Industrial - $400
Domestic/Cooling Water $400
1,001 - 10,000 GPD
Industrial $400
Domestic/Cooling Water S400
$250
$250
$200
$200
< or = 1,000 GPD and
Single Family Dwelling $240 S120
Sludge < or = 300 Acres $400 S250
Sludge > 300 Acres $400 S250
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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