WQ0008509_Application (FTSE)_19931022

MEMQ TO: State Review Group
FROM > Kerr St yens
Regional Supervisor
SUBJECT: Procedure Four (4)
WQ0008509
Brightmoor Subdivision - Phase IX
Sewer Extension - Public
Town of Hope Mills
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
10/19/93
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 6_0 MGD
3) NPDES Permit No.: NC0050105 Expiration Date: 05/31/96
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 09/01/92
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: _28,440_GPD
domestic 100% ; industrial
; other
6) Volume from previously approved projects not yet tributary to
WWTP *2 731 583 GPD
7) Regional Recommendations: Approval
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
AVA
October 6, 1993
MR BILL FARRIS
TOWN OF HOPE MILLS
3701 S. MAIN STREET
HOPE MILLS, NORTH CAROLINA 28348
Dear MR FARRIS:
nr'T ; 4 i007
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Subject: Application No. WQ0008509
Bnghtmoor Subdivision 9
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on September 30, 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].
cc: Fayetteville Regional Office
John Wiley Johnson
Sin erely,
e_ctu.„
Carolyn McCas'4ciI1
Supervisor, State Engineering Review Group
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 1
1. Applicant (corporation, individual, or other ): �v� N\ OF r (:)P� ►�--5
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance):
3. Mailing Address:
City: 4-At:)?
k---Pc9Pis
v-/ ti1 M Pt NI
S, N(l�IN &ice
State: C
Zip:
2 g8
Telephone No.: ( ) -4 Z 4- - -
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
tt-rMov(Z 0KJ
5. Application Date: 69'
6. Fee Submitted: $' 4c
7. County where project is located: ()o )vv\ c3 t -t e_nv L'
II. PERMIT INFORMATION: e,
1. Permit No. (will be completed by DEM): (i3Q 09O F51)
2. Specify whether project is: 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. 00 % 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.:
e--s\o>S
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: N1 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?
/A
S. Volume of wastewater generated by this project: 2- 5 44C) gallons per day
6. Explanation of how wastewater volume was determined: PHASE 9 = `7 9 La-r s
19 Lo-rs K. -3 Cso C , = 2 s 44 o C-17:71:
IV. DESIGN INFORMATION:
1. Brief project description: APP12-0 . pm Arrest s1 3 ,9 9 DP 8"
l- _ e ON ST0-4) t 1 STRI TS c t"
‘R 1 Dt�.rn Pry 'v (3 D %•\J 1 s 1 o r.J Tcv s� _1/16- -79 IJ k34.1
2. Name of wastewater treatment facility receiving wastewater. C ^ oft S�
a. Facility permit no.: i� C- d d S d t o
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: ti a % t i / 1 nrrb TK+E
81G RoClc'FtSh 11\1-7-paaalsv'io2 At: k8"
i�fLAV , r s To St9 PG.
*Ft) . 2 of 6 Pay-�ry� s A3 E JP

GRAVITY SEWER EXTENSION
• PAGE 3 (4/91)
1 ? To w..1 1S S'D 1Z \LL.t 14‘c-N
•
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: MAn1/.11 .ems
Dia. Length Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Ve1.(fps) Cover (in)
61 3990 17Jc. 0.013 0.5°2 (0.690 2.s F3.R sus -45
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?
•0/A
5. Maximum sewer reach length between manholes: 3 21 . t9linear feet.
ft
�. 6. This sewer line segment occurs between manhole no. 44 and manhole'no. 4S (Strr Z
7. Does the owner/operator have the ability to clean this length? )( 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?
OILS Aeo Asp4o2Awl el �; SANDS 'PP_0 J' D1P1&-
�( e 6="o9 Po2-r CI-1-A( c_-rl s-n e.S,
1 S W(-'' r. _ oL11GYL DAIC.1.16'D
9. Outside drop manholes are provided where invert separations exceed: 2.5 feet.
10. Identify (by manhole number) those manholes that have drop connections:
MN 49 (s►rr z.
M i GI Cstrc co) MN 57 Cyr Cr:. S�(S►rc G)
3 of 6

GRAVITY SEWER EXTENSION
PAGE 4 (4/91)
11. Maximum allowable infiltra exfiltration test rate: • •
Note: Must not exceed : ' GPD/ pipe dia. in./ mile. 10o 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? 4 Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? Yes _ No
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? XYes _ 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 tVA
(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 N/A
16. Identify (by manhole number) those manholes that are vented: • ic61,--r-000 gnat oc
•
1S1c, sot Srrr' 4-' PA
17. Does this project involve any stream crossings? yes 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 Completer Address of Engineering Firm: ionkid i _o Sort ,
�D►�S��.Tr n1C, e-mr-, nit
City: 'RPt-t-Eac State: k . C • Zip: 27 (► Z.
Telephone No. � 1 ` -183 - S31
Professional Engineer's gineer's Certification:
joH-Nt.
I, \'L I/ Joft 15c4, ?6., attest that this application for Jic=.w-rMoocz
Sot r4 Ono C)i-kA..shas 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. 82 5 "7
Print Name of Engineer Jo►+^t. W t- ' �O H ►J 'S ot`1
,,S$,,�11
�.�` .CAROB
Seal and Signature (specify date): "4•0.1 'o^'q'••q-•.
s �I ?_ = 9-7-93
Applicant's Certification: ''+.,,`�IEYl���.�`‘%'
I, IF u� c0.' .1.\S , attest that this application for � � UrTrnc� rZ
SJf 1=ay.i 1 S tor.) .9t-k-A Kil-rAf
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
J
-►'t 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
TELEPHONE NUMBER: 919/733-5083
5of6

GRAVITY SEWER EXTENSIOIN_
PAGE 6 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS jvI ODIFICATIONS
> 1,000,000 GPD
Industrial $400 $300
Domestic/Cooling Water $400 $300
10,001 - 1,000,000 GPD
Industrial $400
Dqmestic/Cooling Water $400
4,
$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
Sludge > 300 Acres $400
Sewer Extensions
(nondelegated)
Sewer Extensions
(delegated)
Closed -Loop Recycle
or Evaporative
$400
$200
$400
$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

W. LYNDO TIPPETT, CHAIRMAN
ROBERT C. WILLIAMS, VICE CHAIRMAN
WILLIAM H. OWEN, SECRETARY
ROBERT O. McCOY, TREASURER
TIMOTHY WOOD, GENERAL MANAGER
Mr. John W. Johnson, P.E.
4612 Gunston Place
Raleigh, N.C. 27612
PUBLIC WORKS COMMISSION
OF THE CITY OF FAYETTEVILLE
ELECTRIC & WATER UTILITIES
September 10, 1993
SUBJECT: Brightmoor Subdivision, Phase 9
Hope Mills, North Carolina
Cumberland County
Dear Mr. Johnson:
508 PERSON STREET
P.O. BOX 1089
FAYETTEVILLE, NORTH CAROLINA 28302-1089
TELEPHONE ( AREA CODE 919) 483-1401
FAX (AREA CODE 919) 483-1429
Per your request, we have evaluated the e flow from the subject development and will
accept your proposed daily sewage discharge of 28,440 gpd (79 lots C' 360 gpd). The"flow
from this project will eventually discharge through the Town of Hope Mills sewer collection
system into PWC's Rockfish Wastewater Treatment Plant. The Rockfish Plant has sufficient
reserve capacity to accommodate this flow.
Please send us a set of reproducible sepias on the subject project for our records as
soon as possible.
Should you have any questions, please contact me at [phone].
Very Truly Yours,
PUBLIC WORKS COMMISSION
VG:rh
cc: Henry Powers
G
Victor Ganjehsani, P.E:
Chief Water/Sanitary
Sewer Engineer
North Carden s 4th Largest Metro
• AN EQUAL EMPLOYMENT OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER •