WQ0010643_Application (FTSE)_19950217

MEMO TO: State Review Group
FROM: Ricky Revels n ,
Environmental Technician IV
SUBJECT: Procedure Four (4)
WQ0010643
Baywood Section 7
Sewer Extension - Public
PWC/City of Fayetteville
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
3/06/95
Date
State Review Group Review
Engineer Randy Kepler
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 Expiration Date: 5/31/96
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 02/94
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: 13,680 GPD
domestic 100% ; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP 4,861,680 GPD
7) Regional Recommendations: Approval
RR/rr
Enclosure
X Denial

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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
1/ T
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RECENEb
February 17, 1995
MR M.J. NOLAND
PWC/FAYE I I EVILLE
PO DRAWER 1089
FAYE'1"1'EVILLE, NORTH CAROLINA 28302
Dear MR NOLAND:
FEB 24
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Subject: Application No. WQ0010643
Baywood Section 7
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on February 17, 1995. This application has been assigned the number listed
above. PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Randy Kepler 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 Randy Kepler at [phone].
r Sincerely,
at/Wt./C-42
� C� C oar lyn Mc askill
U Supervisor, State Engineering Review Group
cc: Fayetteville Regional Office
Averette Engineering Co.
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 of the
City of Fayetteville
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.
3. Mailing Address: Post Office Drawer 1089
City: Fayetteville
State: N. C.
Zip: 28302-1089
Telephone No.: ( 910 ) 678-7443
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Baywood Section 7
5. Application Date: February 6, 1995 6. Fee Submitted: $ 200.00
7. County where project is located: Cumberland
II. PERMIT INFORMATION: t
1. Permit No. (will be completed by DEM): `1� CDOC3\acR3
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 N/A
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.:
Residential 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: 13,680 gallons per day
6. Explanation of how wastewater volume was determined: 38 Connections @ 360 gpd/conn.
IV. DESIGN INFORMATION:
1. Brief project description: Extend sanitary sewer to serve Baywood Section 7
2. Name of wastewater treatment facility receiving wastewater: Rockfish
a. Facility permit no.: NC 0050105
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 W Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8 2150 VCP 0.013 0.40 1.40 2 4.5 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: 460
linear feet.
6. This sewer line segment occurs between manhole no. 3 and manhole no. 5
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?
Sanitary sewer specified, installed properly at the depths indicated,
will withstand normal traffic bearing loads.
9. Outside drop manholes are provided where invert separations exceed: 2
10. Identify (by manhole number) those manholes that have drop connections: None
feet.
3 of 6

• GRAVITY SEWER EXTENSION
PAGE 4 (4/91)
11. Maximum allowable inftltration/exfiltration test rate:
Note: Must not exceed 100 GPD/ pipe dia. in./ mile. ioo GPD/ pipe dia, in./ mile.
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):
16. Identify (by manhole number) those manholes that are vented: N/A
N/A
'Yes No 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 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
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 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.
The appropriate permit proccssing fee, in accordance with 15A NCAC 2H .0205(c)(5).
1. 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 WWTP 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.
of 6

GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: Averette Engineering Co., P. A.
1717 Swann Street
City: Fayetteville
Telephone No. [phone]
State: N. C. Zip: 28303-3743
Professional Engineer's Certification:
I, Charles D. Averette , attest that this application for Baywood Section 7
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 Charles D. Avere; c►•'ARO(����''%
Seal and Signature (specify date): ; Arttl
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Applicant's Certification: ,�'""'0"'.�
1, M. J. Noland, P. E.
, attest that this application for
Baywood Section 7
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/ r
CIE 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

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 $240 $120
Sludge < or = 300 Acres $400 $250
Sludge > 300 Acres $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
Managetr ent.
6 of 6

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleitih_ North Carolina 2 626-tl3''
G,ur_ "h 7
tames G. Marun, Governor
\V iIlaarn W. Cobey, Jr.. Scerzury
Ytemorandum
To: Delegated Municipalities
From: Steve W. Tedder. Chief(`
Water Quality Section
Suo ect: Delegated for Revised ;:on-D schaf'_`e Perm: .Appiic:.t is
The Division of Environmental Management's Water Quality Section has revised
Gravity Sewer Non -Discharge Permit Application Form. The form now incorporates the base
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 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 CF,RTIFfC AT O \
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant p11RT.TC WORIN CfMMTSSTON OF THE CITY flf FAYF1-TRVTL(.F, NORTH CAROLINA
Project Name: BAYWOOD, SECTION 7
Delegated Municipality Reviewer's Certification:
I, VICTOR CAN.T.HSANT , 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 ill::
Division of Environmental Mi aeement's minimum design requirements for gravity sewer projects.
Delegated Municipality Reviewer's NC Professional Engineer's Registration No.:
May 1, 1991
Seal and Signature (specify daze) -
FORM: DMGS 4/91
PAGE 1 OF 1

March 19, 1996
M.J. NOLAND
PWC/FAYETTEVILLE-BAYWOOD S.7
PO DRAWER 1089
FAYE'1'TEVILLE, NC 28302
SUBJECT: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0010643
PWC/FAYETTEVILLE-BAYWOOD S.7
CUMBERLAND COUNTY
Dear Permittee:
On February 28, 1995 the Division of Environmental Management issued you
the subject permit. One of the conditions of the subject permit read as
follows:
Upon completion of construction and prior to operation of this permitted
facility, a certification must be received from a professional engineer
certifying that the permitted facility has been installed in accordance
with the requirements of this permit and the approved plans and
specifications. Mail certification to the Permits and Engineering Unit,
P.O. Box 29535, Raleigh, N.C., 27626-0535.
To date, our records show th<., no certification has been received for the
subject permit. If the permitted facility has been constructed and placed into
operation please submit the required certification immediately. Operation of
the treatment system prior to submission of the required certification is in
violation of your permit and is subject to enforcement action. If you have any
questions, please contact your consulting engineer for this project, AVERETTE
ENG at [phone]. If the facility has not been constructed, please contact
the Fayetteville Regional Office at [phone], so that they can update
their records.

Thank you for your prompt attention to this matter.
Sincerely,
arolyn McCaskill, Supervisor
State Engineering Review Group
cc: File
Fayetteville Regional Office