WQ0008135_Application (FTSE)_19930712

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
July 12, 1993
MR TIMOTHY WOOD
PWC/FAYE JJ EVILLE
PO DRAWER 1089
FAYE 1"1'EVILLE, NORTH CAROLINA 28302
Dear MR WOOD:
Av""vA
�EHNR
Subject: Application No. WQ0008133
Elk Run, III
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on July 6, 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 Angela Griffin 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 Angela Griffin at [phone].
cc:
Fayetteville Regional Office
Allen & Associates
Sincerely,
Dolia-ld Safrit, P.E.
Supervisor, Permits and Engineering Unit
P42
JUL '141993
ENV. MANAGEMENT
Pollution Prevention Pays FAYETTEVILLE REG. OFFICF
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

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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 ): Fayetteville 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: P.O. Drawer 1089
City: Fayetteville
State: NC Zip: 28302
40.
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):
Elk Run, Section Three
5. Application Date: June 28, 1993
6. Fee Submitted: $ 200.00
7. County where project is located: Cumberland
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM):
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

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.:
Domestic sewage from 59 single family residences
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: 21240_
6. Explanation of how wastewater volume was determined:
gallons per day
59 units) * 3(bedrooms per unit) * 120 (gallons per bedroom)
IV. DESIGN INFORMATION:
1. Brief project description: 59 single family 3- bedroom residences
being served by public water and sewer
2. Name of wastewater treatment facility receiving wastewater: Rockfish
a. Facility permit no.: NC0050105
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Sewage outfalls into an existing 8"
outfall which discharges into an existing pump station
which was setup for this development
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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 N
(In.) (Lin. Ft) Material Factor
Min. Max.
Slope % Slope %
8 2575 VCP 0.013 0.4 0.59
12 1071 VCP 0.013 0.22 0.22
Minimum Max. Minimum
Velocity (fps) Vel.(fps) Cover (in)
>2.0 2.7 36
5.2.0 2.0 36
NOTE: The minimum velocity must not be less than 2 fps.
For public seders 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?
Slopes are less than 20%
5. Maximum sewer reach length between manholes: 340 linear feet.
6. This sewer line segment occurs between manhole no. 5+35 land manhole no_8+75 (St.. "I
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?
36" minimum cover
9. Outside drop manholes are provided where invert separations exceed: 2.5 feet.
10. Identify (by manhole number) those manholes that have drop connections:
11+80.65 (Street "A") & 28+13.42 (Alexwood Drive) & 31+23.42 (Alexwood
Dr.)
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GRAVITY SEWER EXTENSION
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed GPD/ pipe dia. in./ mile. 100 GPD/ pipe dia. in./ mile.
/0 v
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, NL 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): NLYes _ No
16. Identify (by manhole number) those manholes that are vented: N/A
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 lumber 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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GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: Allen & Associates
106 Burgess St., Suite 202
City: Fayetteville
State: NC Zip: 28301
Telephone No. [phone]
Professional Engineer's Certification:
I, Harvey H. Allen , attest that this application for :Elk Run,, Section
Three
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. 12908
Print Name of Engineer Harvey H. Allen
Seal and Signature (specify date):
Applicant's Certification:
I, Timothy Wood
0I'I,,,II►,.
H C A R°,'',�
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, attest that this application for
Elk Run, Section Three
•
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, th. application package will be returned as
incomplete.
Signature.
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
TELEPIIONE NUMBER: 919/733-5083
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State of North Carolina
Department of Environment. Health, and Natural Resources
Division of Environmental Manzwement
512 North Salisbury Street Raleii h. North Carolina: 27626-H335
James G. Martin, Governor
Gcor•2c T. -.,:a. i'11.?
William W. Cobey, Jr., Secretary
May 1, 1991
Memorandum
To: Delegated Municipalities
From: Steve W. Tedder', Chief('
Water Quality Section
Subject: Delegated Municipalities Checklist for Revised Non -Discharge Pernut Applicatons
The Division of Environmental Management's Water Quality Section has revised the
Gravity Sewer Non -Discharge Permit Application Form. The form now incorporates the basis;
information that 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 :hat
the "Delegated Municipalities Gravity Sewer Design Checklist" be completed and suhm;rr '
however, require that the delegated municipality perforrn the same type of review as always required
and complete the bottom portion of this page and attach it as the last page of, a!! gravity sewer
applications that are being submitted as a delegated municipalities project. If you (lave 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: THE PUBLIC WORKS COAMISSION OF THE CITY OF FAYEITEVILLE
Project Name: ELK RUN, SECTION THREE
Delegated Municipality Reviewer's Certification:
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.
Delegated Municipality Reviewer's NC Processional E 2ine ezistration No. 14368
Seal and Signature (specify date):
FORM: DMGS 4/91
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