WQ0017554_Application_19991013

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Mr. Bob Boyette, Town Manager
Town of Carthage
Post Office Box 842
Carthage, North Carolina 28327
Dear Mr. Boyette:
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NORTH CAR AO N
ENVIRONMENT �E
October 13, 1999 C CT 2 U mg.
FAYMEv1LLE
REG. OFFICE
Subject: Applications No. WQ0017554
Jackson Terrace Phase II
Sewer -Public
Moore County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 12, 1999. This application has been assigned the number listed above.
Your project has been assigned to Ms. Joni Cardin for a detailed engineering review. Should there be
any questions concerning your project, the review will contact you with a request for additional information.
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 Ms. Joni Cardin at 919/733-5083 ext. 509. If the engineer is
unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRES ON
THIS PROJECT.
Sincerely,
^
J
r. Kim H. Colson, P.E.
Supervisor, Non -Discharge Permitting Unit
cc-
Jordan-Tew & Associates
1617 Mail Service Center, Raleigh North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
' Department of Environment, Health and Natural Resou E1VED
Division of Environmental Management WATER OUALITY SECT10N
Non -Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)W - 12 1999
GRAVITY SEWER EXTENSION #1 Non -Discharge Permitting
I. GENERAL INFORMATION: SOC Project: Yes, No.
I. Applicant's name (please specify the name of the municipality, corporation, individual, etc.): Town of
Carthage
2. • Print Owners or Signing Official's name and title (the person who is legally responsible for the facility and its compliance):
Bob Boyette (Town Manager)
3. Mailing address: Town of Carthage P.O. Box 842
City: Carthage State: N.C. Zip: 28327
Telephone Number: ( 910 ) 947-2331
4. Project Name (please specify the name of the subdivision, facility, or establishment - . should be consistent with project
name on plans, specifications, letters of flow acceptance, Operational Agreements, etc.):
Jackson Terrace, Phase II
5. Application Date: 9/28/99 6. Fee Submitted: s 400.00
6. County where project is located: Moore
II. PERMIT INFORMATION: /�,1�"�c_�
1. Application No. (will be completed by DEM): \A U[. 3 VA �J�
2. Specify whether project is: x new; modification.
3. If this application is being submitted as a result of a modification to an existing permit, please complete:
existing permit number N/A and the issue date
4. Specify whether the applicant is x public or private.
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.: Apartments
3. Indicate any parameter(s) (and their 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. If a pretreatment permit is required, has one been issued? N/A Yes; No. If yes, please attach a copy of the
pretreatment permit. If No. when will one be issued:
FORM: GSA 06/94 Page 1 of 6

i
6. Volume of wastewater generated by this project 5355 gallons per day.
7. Explanation of how wastewater volume was determined: 18 each 0t hedrnnm —1 to Y 940 d —
'4320 gal. Plus 4 each 2 bedtoom units x 240 gpd = 960 gal. Plus 3 employees
at office x 25 gpd = 75 gal. Total 5355 gpd.
IV. DESIGN INFORMATION:
1. Brief project description: The apartment pro iect consists of 18 ear-h FP hPflrnnm nni t-a and
4 each two bedroom units plus one office and community building.
2. Name of wastewater treatment facility receiving wastewater. Moore County WWTP
a. Facility Permit Number.
NC 00 37508
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater.
There should not be any problem with the downstream sewer accepting
from this project.
c. Permit Number for sewers immediately downstream:
d. Pipe diameter of sewers immediately downstream: 8@1
3. Summary of GRAVITY SEWER to be permitted, by diameter, length and pipe material:
Diameter
(in)
Length
(linear feet)
Pipe
Material
Circle C or
N Factor &
Specify
Value
Minimum
Slope ('if)
Maximum
Slope (%)
Minimum
Velocity
(fps)
Maximum
Velocity
(fps)
Minimum
Cover (in)
8
170
PVC
120
2.72
7.37
2.00
2.4
36
6
89.16
DIP
100
0.6
0.6
2.00
2.00
36
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 Inches.
For private sewers the minimum diameter Is 6 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor spacing shall be a maximum of. 36 foot
separation for slopes of 21% to 35%; 24 foot separation for slopes of 36% to 50%; 16 foot separation for slopes greater
than 50%.
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
FORM: GSA 06/94 Page 2 of 6
- -+

r
I. .
5, -Maximum length of sewer between manholes:
110
linear feet.
6. This sewer line segment occurs between manhole no. 2 and manhole no.
3
7. Does the owner/operator have the ability to clean this length? X Yes No. For sewer reach lengths greater
than 425 feet, please provide a letter from the owner/operator, stating the ability to clean the specified reach and include the
equipment specifications.
8. Sewers subject to existing or planned traffic hearing loads? X Yes No. If Yes, what measures are being
taken to enable the sewers to withstand the loads?
Sewers have been designed with 36" m;m;num cover in order to prevent point loading
on sewers.
9. Outside drop manholes are provided where invert separations exceed: 2.5 feet (provide for separations > or = 2.5)
10. Identify (by manhole number) those manholes that have drop connections: New MH #1
11. Maximum allowable infiltration/exfiltration test rate: 100
?COTE: Must not exceed 100 GPD/pipe diameter inch/mile of pipe.
GPD/pipe diameter inch/mile of pipe.
12. Minimum separation distances as shown on the plans and addressed in the specifications. If a, b, or c below is no, explain
in an attachment:
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. horiz. sep. from water mains or 18 in vertical sep. (water over sewer) or ferrous pipe specified? X Yes _No
13. Are manholes subject to flooding? Yes _X No. If Yes, are manhole rim elevations 1 foot above 100-year flood
level, (100 year flood elevation should be indicated on plans)? • Yes X No; Or, are the manholes watertight, vented
1 foot above the 100-year flood elevation and vented every.1,000 feet (should be shown on plans)? Yes No.
14. Identify (by manhole number) those manholes that are vented: N/A
15. 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:
Please note: The Division recommends all stream crossings be located three (3) feet below the stream bed or ferrous
material pipe specified. In addition, all aerial stream crossings must be located above the 25-year flood elevation. Both the
25-year flood elevation and the 100-year flood elevation should be indicated on the plans.
16. Wastewater collection systems may not be installed in WS-I watersheds. - Are any of the subject wastewater collection
systems located in a WS-1 watershed? Yes, X No.
FORM: GSA 06/94
Page 3 of 6

THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF ENVIRUNMElgTAL
MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS ARE
INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and one copy of the completed and appropriately executed application form. If modifications to the form are
required as a result of additional information requests by the Division, the additional information must be transmitted under
the signature of the applicant and the actual modification must be initialed by the NC Professional Engineer.
b. Two (2) 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. Two (2) copies of the
existing permit if a modification. The plans and specifications must not contain phrases (such as: FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However,
the plans and specifications may contain: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
C. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5). The fee for sewer extensions for
nondelegated municipalities is S400. The fee for sewer extensions for delegated municipalities (applies only to those
governmental jurisdictions that have spec delegation review authority, as granted by the Environmental Management
Commission) is S200. Name changes without other modifications are $100. ' '-►
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 ownerlauthority 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.
C. If the application is being submitted in the name of a privately owned public utility, evidence must be submitted from the
Utilities Commission which demonstrates that the utility is authorized to hold the franchise for the area to be served. In the
case of contiguous service areas, evidence must be provided from the Utilities Commission acknowledging these area are
covered under an existing franchise.
L A properly executed Operational Agreement (original and two copies - form provided by DEN) 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.
g. A cover letter, which briefly describes the project, should be included with each application package. If necessary for clarity,
feel free to include attachments to the application form. Such attachments will be considered as part of the application and
should be numbered to correspond to the section to which they refer.
h. All materials and fees submitted in support of this request for a permit become the property of the Division of Em ronmental
Management; therefore, if the permit is not issued for any reason, the Division will return submitted materials only at its
option.
FORM: GSA 06194 Page 4 of 6

Name and Complete Address of Engineering Firm: Jordan—Tew & Associates, PA
P.O. Box 249
City: Dunn State: NC Zip: 28335
Telephone Number. ( 910 ) 892-5159
Professional Engineer's Certification:
I, Johnny Glenn Tew attest that this application for Town of Carthage
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 bave
reviewed this material and have judged it to be consistent with the proposed design.
North Carolina Professional Engineers Seal, Signature, and Date:
f. Y G1.ENN .•`�
,,l'1jgj11 IfIf11 ff`,
Applicant's Certification:
L Bob Boyette , attest that this application for Town of Carthage
_ 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 to me as incomplete.
Signature
Date q f Z.3 ozq 2
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
RALEIGH, NORTH- CAROLINA 27626-0535 RECE�vS SON
TELEPHONE NUIMBER: [phone] WATEROUALiiY
Non Discha''9e PeT609
FORM: GSA 06/94 Page 5 of 6

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (11/93)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Washington Regional WQ Supervisor
Post Office Box 1507
Washington, NC 27889
[phone]
Fax [phone]
Avery •
Macon
Beaufort
Jones
Buncombe
Madison
Bertie
Lenoir
Burke
McDowell
Camden
Martin
Caldwell
Mitchell
Chowan
Pamlico
Cbmk-ee
Polk
Craven
Pasquotank
Clay
Rutherford
Currituck
Perquimans
Graham
Swain
Dare
Pitt
Haywood
Transylvania
Gates
Tyrell
Henderson
Yancy
Greene
Washington
Jackson
Hertford
Wayne
Hyde
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax[phone]
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
(919) 5714700
Fax [phone]
Chatham
Nash
Durham
Northampton
&' ecdtiibe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston _
Warren
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Mecklenburg
Brunswick New Hanover
Bladen
Robeson
Cabarrus
Rowan
Carteret Onslow
Cumberland
Richmond
Catawba
Stanly
Coltimbus Pender
- Harnett
Sampson
Gaston
Union
Duplin
Hoke
Scotland
hrdell
Cleveland
Montgomery
Lincoln
,
Winston-Salem Regional WQ Supervisor
8025 North Point Boulevard, Suite 100
Winston -Sal== NC 27106
[phone]
Fax [phone]
Alamance Rockingham
Alleghany Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: GSA 06/94 Page 6 of 6