WQ0008407_Application (FTSE)_19930903

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MEMO State Review Group
;Ir
FROM: Kerr T. Stevens
Regional Supervisor
SUBJECT: Procedure Four (4)
WQ0008407
Beaver Creek South - Phase IV
Sewer Extension - Public
City of Fayetteville
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
09/08/93
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
2) WWTP design capacity §_Q MGD
3) NPDES Permit No.: NC0050105
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 08/01/92
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
domestic 100% ; industrial
6) Volume from previously approved projects
WWTP *2.698.223 GPD
7) Regional Recommendations: Approval
; other
Expiration Date: 05/31/96
25,200GPD
not yet tributary to
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
September 3, 1993
MR M.J. NOLAND
PWC/FAYE I -I EVILLE
PO DRAWER 1089
FAYE I"1'EVILLE, NORTH CAROLINA 28302
Subject:
Dear MR NOLAND:
HNF�
OVEE
'• SEP 7 1993
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Application No. WQ0008407
Beaver Creek Phase IV
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on August 31, 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 Ray Cox 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 Ray Cox at [phone].
Sincerely,
U(D6nald-Safritt P.E.
Supervisor, Permits and Engineering Unit
cc: Fayetteville Regional Office
Moorman, Kizer & Reitzel, Inc.
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 ):
PWC of Fayetteville, Inc.
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): M.J. Nol and, Di rector of
Water and Sanitary Sewer Systems
3. Mailing Address:
City:
Post Office Drawer 1089
Fayetteville
State: NC Zip:28302-1089
Telephone No.: ( 919 ) 483-1382
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Beaver Creek South, Section IV
5. Application Date:
August 1993
7. County where project is located:
II. PERMIT INFORMATION: ` 1
1. Permit No. (will be completed by DEM): \.,,iQ b�pvl7-�0�
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
4. Specify whether the applicant is x public or private.
Cumberl and
6. Fee Submitted: $ 200.00
FORM: GSEA 4/91 Page 1 of 6

444
GRAVITY SEWER EX PENSION
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.:
Single Family Subdivision
3. Indicate any parameter (and its concentration) 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: 25,200 (e s t) gallons per day
6. Explanation of how wastewater volume was determined: 70 s i n g l e family
residences 3 bedroom at 120 GPD per bedroom, we estimate average
of 360 GPD/Residence.
IV. DESIGN INFORMATION:
1. Brief project description: Tying into an existing 42" outfall with an 8"
line and extending 8" sanitary sewer to serve a 70 lot subdivision.
Total of 2916 1.f. of 8" and 14 manholes
2. Name of wastewater treatment facility receiving wastewater: Rockfish Treatment
Plant.
a. Facility permit no.: NC0050105
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Waste water enters PWC's 42" sewer outfall
along Beaver Creek designed to serve this area.
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1
GRAVITY SEWER EXTENSION
PAGE 3 (4/91)
E`
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 N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8 2916 V.C. 0,013 0.40 7.80 2.2 9.4 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?
5. Maximum sewer reach length between manholes: 400 linear feet.
6. This sewer line segment occurs between manhole no. 10+60 and manhole no. 14+60 Si 1 verbel l
Loop
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 36" of cover with suitable backfill and compaction.
Inside
9. WitUexdrop manholes are provided where invert separations exceed:
10. Identify (by manhole number) those manholes that have drop connections:
6+02
where 8" line ties into 42" outfall.
2.5
feet.
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GRAVITY'SEWER EXTENSION•
PAGE 4 (4/91)
11. Maximum allowable infTltration/exfiltration test rate:
Note: Must not exceed MO 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 x Yes No
sanitary sewer specified?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? x Yes — No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, x Yes — No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year yes x No
flood elevation ( should be shown on plans): —
16. Identify (by manhole number) those manholes that are vented:
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:
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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RI -
GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: Moorman, Kizer & Rei tzel , Inc.
Post Office Box 43774
City: Fayetteville State:
Telephone No. [phone]
NC Zip: 28305
Professional Engineer's Certification:
I, James M. Kizer , attest that this application for
Beaver Creek South, Section IV 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. 4783
Print Name of Engineer James M. Kizer
Seal and Signature (specify date):
Applicant's Certification:
I, M.J. Noland
Beaver Creek South, Section IV
attesf YH'a't `this application for
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 competed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete.
Signature
Date (—.2 -��
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
TELEPIHONE 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 $400 $300
Domestic/Cooling Water $400 $300
10,001 - 1,000,000 GPD
Industrial $400
Domestic/Cooling Water $400
$250
$250
1,001 - 10,000 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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State of North Carolina
Department of Environment. Health, and Natural Rcsourcc;
Division of Environmental Management
512 North Salisbury Street • Raleigh. North Carolin 2762 ,-11> ; 5
James G. Martin, Governor G.:or" T. c'cr ,i_ D
Wilham W. Cobey, Jr., Secret:Ir,
May 1, 1991
Memorandum
To: Delegated Municipalities
From: Steve W. Tedder. Chief C'
Water Quality Section
Subject: Delegated MunIC:) !:i': s Checkisi for Revised iron -Discharge Permit .Application:;
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 u
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 MUNICIPA LITY GRAVITY SEWER CF,RTIFI 'ATIO
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant: PUBJJC WOKFS CYOWTSSTOl` flF THR C'TTY (1F FAYFTTEVTI LE, NORTH CAROLINA
Project Name: BEAVER CREEK SOUTH, SECTION IV
Delegated Municipality Reviewer's Certification:
I, VICTOR 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 Managements minimum design requirements for gravity sewer projects.
Delegated Municipality Reviewer's NC Pro,essional Engineer's Registration No.:
Seal and Signature (specify da:e):
g,u
FORM: DMGS 4/91
PAGE 1 OF 1
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