WQ0008139_Application (FTSE)_19930713

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 13, 1993
MR TIMOTHY WOOD
PWC/FAYE 1-1'EVILLE
PO DRAWER 1089
FAYErlEVILLE, NORTH CAROLINA 28302-1089
Dear MR WOOD:
AvA
CDEHNR
Subject:
pplEIVIT
JUL ' 16 1993
ENV. MANAGEMENT
cAYETTEVILLE REG. OFFICF
Application No. WQ0008139
Ridge Wood Subdivision
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on July 8, 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].
CiLlc rely,
i? Donald Safrit, .E.
Supervisor, P rmits 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

r
Y 1 ,Wia_
State of North Carolina
Department of Environment,>Health, and Natural Resources
Division of Enviinniihciital1 Management
Non-Disrhargc Permit Application
(THIS -FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER. EXTENSION
PUMP STATIONS; AND PRESSURE SEWERS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): Public Works Commission of The City of
Fayetteville, NC
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: 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.):
Ridge Wood Subdivision
5. Application Date: June 1993 6. Fee Submitted: $ 200.00
7. County where project is located: Cumberland
H. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM):
Goicoorngt_g
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.
FORM: GSEA 4/91 Page 1 of 6

PAGE-2 (4/91)
III. INFORMATION ON WASTEWATER:
l . 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.:
151 lot 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: 54,360 gallons per day
6. Explanation of how wastewater volume was determined:
There will be 151 each
3 bedroom homes in Ridge Wood. 120 gal/bedroom.
Average 360 GPD/Residence..
IV. DESIGN INFORMATION:
I. Brief project description:
Ridge Wood.
Extend 8 " sanitary sewer to serve 151 lots in
Rockfish Creek
2. Name of wastewater treatment facility receiving wastewater: Treament Plant
a. Facility permit no.:
NC 0050105
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: PWC will provide a sewage pumping station
on a lot west of Bailey Lake Road from which a 6" I.D. force
main (2700') wilt tie into an existing 6" f.D. force main (175')
at the rear of Lots 19 ant) (A'tof Pheasant Ridge Subdivision.
Downstream 8" & 15" gravity sewer has ample reserve capacity to
accommodate the discharge from this lift station.

GRAVITY SEWER EXTENSION & PUMP STATION
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:
MinimuDia. Length Pipe C or N Min. Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity(fps) Vel(f s Cover (in)
8 5781 V.C. 0.013 0.45 5.31 2.3 7.90
12 15 V.C. 0.013 0.22 0.22 2.00 2.0 54
NOTE: The minimum velocity must not be Tess 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: 452 linear feet.
6. This sewer line segment occurs between manhole no. 0+00 and manhole no. 4+52 Le f few Ave
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?
Inside
9 Ottwde drop manholes are provided where invert separations exceed 2. 5 feet
1 0 Identify (by manhole number) t'lose manholes that have drop connccttons N/A

-12. Minimum separation stances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? _ Yes — No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? g
— Yes — No
c) 10 ft horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified?
...�C Ycs — No
13. Are manholes subject to flooding?
_Yes No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level,
(100 year flood elevation should be indicated on plans) — Yes — No
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans):
—Yes — No
16. Identify (by manhole number) those manholes that are vented:
17. Does this project involve any stream crossings? — yes g 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:

GRAVITY SEWER EXTENSION AND PUMP STATION
PAGE 5sof 10 (4/91)
V. PUMP STATION INFORMATION
Ridgciliood Development' j, O
1. Pump Station No.: (A separate sheet V.1 through V.15 should be
submitted for each: pump station)
2. Name of closest downslope surface waters:
Unnamed tributary to Beaver Creek
3. Classification of closest downslopc surface waters: Ott (as established
by the Environmental Management Commission&ispecifed on page 6 of this•applic.).
4. If a power failure at this pump station could impact -Waters -classified as WS, S& B, or
SB, describe which of the measures are hang implemented to prevent such impact, as
required in 15A NCAC 2H .0200:
5. What size pumps are provided? 3" Duplex Gorman -Rupp Pumps
6. How many pumps arc provided? Two
GPM
7. What is the maximum capacity of the pump station? 54360 GPD
8. What is the design total dynamic head? 50 feet
9. How many pumping cycles will occur at the design flow rate? 4 cycles per hour
10. Check if provided at pump station:
Alternate Power Source
Wet Well Vented with Screen
Fillets in Wet Well
Check Valves and Gate Valves
Security Fencing
Lockable Wet Well Cover
Area Light
110V Electrical Convenience Outlet
Flood/Buoyancy Protection
High Water Alarm x Audible and Visual
PWC-Mobile Generator Unit
x i itttrttt,4::**
CA(lth fib"x °..° /ti •'.
x
x .. •`� ; SEAL
111‘ N
's
x 14368 : i
x
Autosi aA;�;t
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe
(Inches) (Linear Ft) Material
PVC
6 2875 SRD21
High Low Minimum
Elevation Elevation Velocity(fps)
205 186 2.31
Maximum
Vcl.(fps)
2.31
Minimum
Cover (in)
36
12. Are air release valves provided at all high points along thc force main (must be provided
where the elevation difference exceeds 10 feet)? x yes — no
13. Is pump station subject to flooding? yes x no. If yes, what measures arc
being takcn to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation: N/A
Feet MSL
15. Arc thcrc existing or planned pump stations •nstream of this station? ycs X no
If yes, the engineer shall evaluate thc abilit; uL those pump stations to adequately handle
the subject flows.

GRAVITY SEWER EXTENSION AND PUMP STATION
PAGE 6 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment: nK
Name of surface waters: r‘r"0.w .N. Y ‘in1/4J }
•VIY
C'lacsification (as established by the Environmental Management Commission): C,
Proposed Classification, if applicable:
Signature of regional office personnel:
NIA
Datc:
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters at
any overflow from the facility would flow toward) must be determined. You are required
to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted reap copy.
The application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other ): Public Works Commission
2. Name and Complete Address of Engineering Firm: PWC-Water/Sanitary Sewer
System Engineering Division
State: North Carolina Zip: 28301
City: Fayetteville
Telephone No. (919) 483-140I Ekfa+495 Victor Ganjehsani. P.E_
3. ' Project Namc: Ridgewood Development pin-38 GPM
4. Pump station design flow: 54360 GPD;
PR= 200GPM GPM
5. Name of closest downslope surface waters:
6. County(s) where project and surface waters•arc located: Cumberland
7. Map name and date: See attached map
8. North Carolina Professional Engineer's Registration No. 14368
9. Print Name of Engineer
Victor Ganjehsani
10. Scal and Signature (specify date):
6 of 10

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
59 Woodfin Place
Asheville, NC 28802
704/251-6208
Avery
Buncombe
Budge
Caldwell
Cherokee
Clay
Graham
Haywocd
Henderson
Jackson
Macon
Madison
McDowell
Mitchell
Polk
Rutherford
Swain
Transylvania .
Yancy
Fayetteville Regional WQ Super.
Wachovia Building, Suite 714
Fayetteville, NC 28301
919/486-1541
Anson Moore
Bladen Robeson
Cumberland Richmond
Harnett Sampson
Hoke Scotland
Montgomery
Winston-Salem Regional WQ Super.
8025 North Point Boulevard. Suite 100
Winston-Salem, NC 27106
919/761-2351
Alamaunce Rockingham
Alleghany Randolph
Ashc Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
Washington Regional WQ Super.
P O Box 1507
Washington, NC 27889
919/946 6481
Beaufort Jones
Batie Lenoir
Camden Martin
Chowan Pamlico
Craven Pasquotank
Currituck Pe quimans
Dace Pitt
Gates Tyre!'
Grease Washington
Hatford Wayne
Hyde
Mooresville Regional WQ Super.
919 North Main Street
Mooresville. NC 28115
704/663-1699
Alexander
Cabaurus
Catawba
. Gaston
Iur dell
Lincoln
Mecklenburg
Rowan
Stanly
Union
Cleveland
Raleigh Regional WQ Super.
3800 'Barrett Dr., Suite 101
Raleigh, NC 27609
919/733-2314
Chatham Nash
Durham Northampton
Edgecombe Orange
Franklin Person
Granville Vance
Halifax Wake
Johnston Warren
Lee Wilson
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
919/395-3900
Brunswick
Carteret
Columbus
Duplin
New Hanover
Onslow
Petider
7 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 8 (4/91)
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 sus of detailed plans and specifications signed and scaled 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, details on the pump station, 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. Three copies of all calculations, including pump selection, friction calculations, cycle
time, pump curves (including system curves applicable with one pump running, two
pumps running, three pumps running, etc.), and evaluation of downstream pump stations.
These items must be submitted under the signature and seal of the North Carolina
Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
e. 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.
f. 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.
8 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm:
Post Office Box 53774
Moorman, Kizer & Reitzel, Inc.
City: Fayetteville
Telephone No. [phone]
State: NC Zip: 28305
Professional Engineer's Certification:
James M. Kizer , attest that this application for
Ridge Wood Subdivision 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.
Print Name of Engineer James M. Kizer
.�.0H CAR°C.,•
'
Seal and Signature (specify dat
4783
Applicant's Certification:
j, Timothy Wood
Ridge Wood Subdivision
V
��'•.�FS M . ‘(\
, attest that 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 completed and that if all required supporting
information and attachments are not included, this appiication package will be returned as
incomplete. •
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUD!A'G ALL SUP ORT NG
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

GRAVITY SEWER EXTENSION & PUMP STATION
:. PAGE 10 (4191)
PERMIT APPLICATION !PROCESSING FEES
(effective October 1,1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial
Domestic/Cooling Water
10,001 - 1,000,000 GPD
Industrial
Domestic/Cooling Water
$400
$400
$300
$300
$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
$400
$250
$250
Sewer Extensions
(nondclegated) $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.
10 of 10

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ROAD CLASSIFICATION
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Mapped by the Army Map Service
Published for civil use by the GP(llnPlral Ci n,nv
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Delegated Municipality Reviewer's NC !'recessional Eneincer's Regisrration
Seal and Signature (specify date):
FCIRM- nn,rr-c f/r
State of North Carolina
Department of Environment. Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Svicet . Raleigh. North Carotin:: 27626-tti
James G. Marun, Govcmor
William W. Coney, Jr.. Secre;ary
Memorandum
To: Delegated Municipalities
From: Steve W. Tedde, Chief
Water Quality Section k)
May 1, 1991
Subject: Delegated Munic paiit;es Che.::iist for Revised Non -Discharge Pentut .AppitCat: ,,t:,
The Division of Environmental Management's Water Quality Section has revised the
Gravity Sewer Non -Discharge Permit Application Form. The`form now incorporates the bast.:
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 loner require
the "Delegated Municipalities Gravity Sewer Design Checklist" be completed and stthmt:.ed.
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, a!! Travity sekve-
applications that are being submitted as a delegated municipalities project. If you Piave any question:,
on this matter, please contact Mr. Randy Jones at 919/733-5083.
DELEGATED MUNICIPLITY GRAVITY SEWER CERTIFff=
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant: PUBLIC WORKS COMMISSION CITY OF FAYETTEVILLE N.C.
Project Name: RIDGE WOOD SUBDIVISION
Delegated Municipality Reviewer's Certification:
VICIUR 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 p •jef�/%