WQ0008425_Application (FTSE)_19930913

/- /C U
MEMO TO:
FROM:
SUBJECT:
State Review Gr
Kdrr T. Stevens
Regional Supervisor
Procedure Four (4)
WQ0008425
Country Club Hills - Section IV
Sewer Extension - Public
City of Fayetteville
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
9/17/93
Date
State Review Group Review
Engineer Ray Cox
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
City of Fayetteville - PWC Cross Creek WWTP
2) WWTP design capacity 22.0 MGD
3) NPDES Permit No.: NC0023957
4) Compliance Information:
Expiration Date: 05/31/96
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: 31,600 GPD
domestic 100% ; industrial
; other
6) Volume from previously approved projects not yet tributary to
WWTP to domestic discharge is 1,026,394 GPD
7) Regional Recommendations: Approval X
KTS/RR/rr
Enclosure
Denial

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
EDEHNF
September 13, 1993
MR TIMOTHY WOOD
PWCJFAYE 1-1 hVILLE
PO DRAWER 1089
FAYETIEVTT IF, NORTH CAROLINA 28302
Dear MR WOOD:
19931
ENV. MANAGEMENT
FAYETTEVILLE EG. OFFI
CE
Subject: Application No. WQ0008425
Country Club Hills IV
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on September 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 Ray Cox for a detailed engineering review. A technical
acknowledgement will be forthcoming.
Be aware that the Divis'
Regional Supervisor o
Division.
regional office, co
a Procedure Four Evaluation
low, must provide recommendations from the
or this project, prior to final action by the
If you have any questions, please contact Ray Cox at [phone].
erely,
Do e Safrit, .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:
•
Public Works Commission of The
1. Applicant (corporation, individual, or other ): Ci ty of Fayettevi 11 e , NC
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 , Di rector of Water &
Sanitary Sewer Systems
3. Mailing Address: Post Off ce 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.):
Country Club Hills, Section 4
5. Application Date: August 1993 6. Fee Submitted: V00.00
7. County where project is located: Cumberl and
11. 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 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: 1°°70 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.:
79 lot single family subdivision addition
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: 31,600 gallons per day
6. Explanation of how wastewater volume was determined: upscale 3 and 4 bedroom
homes in Country Club Hills, Section 4 average 400 GPD/Residence.
IV. DESIGN INFORMATION:
1. Brief project description: Extend 8" sanitary sewer to serve 79 additional
lots in Country Club Hills, Section 4
Cross Creek
2. Name of wastewater treatment facility receiving wastewater: Treatment P1 ant
a. Facility permit no.: NC 0023957
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: PWC has an existing 15" outfall along
Upper Cross Creek which this 8" sewer will tie to and is
adequate to serve this development.
2 of 6

GRAVITY SEVER 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:
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 4321 V.C. 0.013 0.40 8.75 2.2 10.0 36
8 40 Ductile 0.013 0.40 0.40 2.2 2.2 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: 460
6. This sewer line segment occurs between manhole no.5+38
linear feet.
and manhole no. 9+98 Bri stl econe
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?
Streets have a minimum of 60" of cover with select backfill material
and compaction.
InhidQ
9. tsidrop manholes are provided where invert separations exceed: 2.5 �feet.
10. Identify (by manhole number) those manholes that have drop connections:
lot line 136/137 and Sta. 16+53 Bristlecone Drive.
Sta. 1+34
3 of 6

GRAVITY SEWER EXTENSION
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed 200 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? _ 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): _Yes _ No
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.
4 of 6

GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: Moorman , Kizer & Rei tzel , Inc.
Post Office Box 53774
City: Fayetteville
Telephone No. [phone]
State: NC Zip: 28305
Professional Engineer's Certification:
I, James M. Kizer , attest that this application for Country Cl ub
Hills, Section 4 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
Hilts, Section 4
!� PO
S J �O/•RQ ,P
#:✓ ~CNN j1. /c� 4,4",
. IFSM.�� °�•
a'sathat'tnis application for Country Cl ub
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 f� 3 .—
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
TELEPHONE NUMBER: 919/733-5083
5 of 6

GRAVITY SEWER•EXTENSION
PAGE 6 (4/91)
PERMIT APPLICATION PROCESSING FEES -
(effective October 1, 1990)
CA I EGORY 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
Sludge < or = 300 Acres $400
Sludge > 300 Acres $400
Sewer Extensions
(nondelegated) $400
Sewer Extensions
(delegated)
Closed -Loop Recycle
or Evaporative
$200
$400
$120
$250
$250
0
$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.
6 of 6

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh. North Carolina:-2.7626-35
James G. Marun, Governor G,or•:c 1. Evcr::i. l'h i)
William W. Cobey, Jr., Secretary J.rc ajar
May 1, 1991
Memorandum
To: Delegated Municipalities
From: Steve W. Tedder, Chief
Water Quality Section
Subject: Delegated \Tunic:paiities Ch::c iist for Revised Non-Disch:u-•Te Permit .Appiicat:ow;
The Division of Environmental Management's Water Quality Section has revised t,�e
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 a
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 surer
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 CERTIFICATI-ON
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant: p[JRi.TC Wf)RY.S ('GMMTSSTON ()F THE CITY f)F FAY TTEVTt 1 F, _NORTH CAR01 TIN
Project Name: COUNTRY CLUB HILLS, SECTION 4
Delegated Municipality Reviewer's Certification:
I, VICTOR GAN.TRHSANT , 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 Prcressional Engineer's Registration
Seal and Signature (specify datej:
FORM: DMGS 4/91.
PAGE 1 OF 1
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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
September 22, 1993
M.J. Noland, Director
Water & Sanitary Sewer Systems
Fayetteville PWC
P.O. Drawer 1089
Fayetteville, NC 28302-1089
„:7:7
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bITF4NJF
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SEP 24 1993 e,J
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Subject: Application No. WQ0008425
Additional Information Request
Fayetteville PWC
Country Club Hills, Sect. 4
Sewer Extension
Cumberland County
Dear Mr. Noland:
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application. The following items must be addressed before we can complete our review:
1) In accordance with 15A NCAC 2H .0219 (1) (1), the Division requires that a value of 120 GPD
per bedroom be used to calculate the estimated volume of wastewater generated for residential
dwelling units (DU). Please indicate the specific number of 3 and 4 bedroom DU, and
recalculate the total flow volume estimate. If the figure is different from that originally
calculated, please revise page 2 of your application and forward 3 signed and sealed copies of
that page to my attention.
Note: If the total volume estimate doesn't change, please call me with the information regarding
the specific number of bedrooms, or just include the info in a letter to my attention. (There is
no need to revise the application in that case.)
2) In accordance with 15A NCAC 2H .0219 (i) (2) (G) (ii), a water line must cross at least 18
inches above a sanitary sewer line. If this minimum distance is not possible, the sewer line
must be constructed of DIP. This minimum separation is not maintained in the following
regions (according to the profile view in your plans): between MH 4+06 and MH 5+38 , and
between MH 5+38 and MH 9+98 (on page 4 of your plans). Please specify that the sanitary
sewer line should be DIP in these regions and forward 3 signed and sealed copies of the
revised page to my attention.
Refer to the subject permit application number when providing the requested information. Please
submit three (3) copies of all information to my attention at the address below. Also,
please note that failure to provide this additional information on or before October 22, 1993, will subject
your application to being returned as incomplete, in accordance with 15A NCAC 2H .0208.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

i
If you have any questions on this matter, please call me at [phone] ext. 549.
Sincerely,
cc: Ftayetteville Regional Office
Permit File WQ0008425
Moorman, Kizer & Reitzel, Inc.
J. lay o
Enviro ental Engineer
State Engineering Review Group