WQ0010586_Application_19950208

• •.State.of No
[Departmen
Health and
t
rth Carolina
of Environment,
Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
EXEHNF=
RECEIVED
February 8, 1995 FEB 13 1995
MR BOBBY B. TEAGUE
TOWN OF SOUTHERN PINES ENV. MANAGEMENT
140 MEMORIAL PARK COURT FAYETI"EVILLE REG. OFFICE
SOUTHERN PINES, NORTH CAROLINA 28387
Subject: Application No. WQ0010586
Talamore
Sewers -Public
Moore County
Dear MR TEAGUE:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on February 2, 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 Liz Kovasckitz 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 Liz Kovasckitz at [phone].
cc: Fayetteville Regional Office
Hobbs Upchurch & Associates
Sincerely,
U --
'� Carolyn cCaskill
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

I
r: i2J
MEMO TO: State Review Group
FROM: Ricky Revels
Environmental Technician IV
SUBJECT: Procedure Four (4)
WQ0010586
Talamore
Sewer Extension - Public
Town of Southern Pines
Moore County
Division of Environmental
Management
Fayetteville Regional
Office
2 27 95
Date
State Review Group Review
Engineer Liz Kovasckitz
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Moore County Regional Wastewater Treatment Plant
2) WWTP design capacity 6_7 MGD
3) NPDES Permit No.: NCO037508 Expiration Date: 4 30 97
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 1194
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
9,000 GPD
domestic 100% industrial other
6) Volume from previously approved projects not yet tributary to
WWTP 1,209,497 GPD
7) Regional Recommendations: Approval X Denial _
RR/rr
Enclosure

WASEl
V
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): Town of Southern Pines
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Bobby B. Teague. P.E. .
Director of Public Works
3. Mailing Address: Town of Southern Pines, 140 Memorial Park Court
City. Southern Pines State: NC Zip: 28387
Telephone No.: 910 692-7021
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Phase II Talamore Lot Development
5. Application Date: January 10, 1995 6. Fee Submitted: $ 400.00
7. County where project is located: Moore
II. 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 EXTI'ENSION
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.
5.
21
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
Volume of wastewater generated by this project: 9,000 gallons per day
Explanation of how wastewater volume was determined: 25 lots x 360 GPD
(3 bedrooms x 120 GPD)
IV. DESIGN INFORMATION:
1. Brief project description: 8 inch gravity collection sewer extensions in
new residential golf course lot development — Areas 2 & 3 of Phase II
2. Name of wastewater treatment facility receiving wastewater: Moore County
Wastewater Treatment Plant
a. Facility permit no.:
NPDES NC 0037508
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Adequately sized to accept this increase
in wastewater flow
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- - + - GRAVITY SEWER EXTENSION
PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or fact is used and circle C or N below: 0.013
Dia. Length Pipe C or(N) Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
A— Z562 PVC 0.013 0.40 11.91 2.2 _ 12.0 36
8 461 DIP Jj-1.3 n:2.2 2.2 12
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: 350 linear feet.
6. This sewer line segment occurs between manhole no. A- 2 and manhole no. B
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? Yes X No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
9. Outside drop manholes are provided where invert separations exceed: 2.0 feet.
10. Identify (by manhole number) those manholes that have drop connections: None
3 of 6

- Qr�.AYITY 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.
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? g 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 g 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: 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
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.
C. 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

.,� ti .
GRAVITY SEWER EXTENSION.
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: Hobbs, Upchurch & Associates, P.A.
290 S.W. Broad Street
City: Southern Pines State: NC Zip: 28387
Telephone No. 910/692-5616
Professional Engineer's Certification:
1, Charles D. Heiser , attest that this application for Phase II Talamore
Lot Development 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 Charles D. Heiser
10614
Seal and Signature (specify date):
17
Applicant's Certification: r `
I, Bobby B. Teague , attest that this application for Phase II Talamore
Lot Development
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 1 �- Date Z'-f J , r, `I 5
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATIONAND 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
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G1EAVITY SORER EXTENSION, ~'
PAGE 6 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1,1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WTI TOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial
$400
Domestic/Cooling Water
$400
10,001 - 1,000,000 'GPD
Industrial
$400
Domestic/Cooling Water
$400
1,001 - 10,000 GPD
Industrial
$400
Domestic/Cooling Water
$400
< 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) $200
Closed -Loop Recycle
or Evaporative $400
$300
$300
$250
$250
$200
$200
$120
$250
$250
0
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.
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OFFICE OF SYSTEM SUPERINTENDENT
February 1, 1995
oozE VVQLEz cSEUTEz C_-4uELuEcJ
Water Pollution Control System
P. O. Box 813
Pinebluff, North Carolina 28373
O.W.A.
104 198
�o
o t'
"C o u val
Ms. Carolyn McCaskill, Supervisor
State Engineering Review Group
N.C. Dept. of Environmental Health & Natural Resources
Division of Environmental Management
P.O. Box 27687
Raleigh,N.C. 27611
Re: Gravity Sewer Extension Permit Application
Talamore-Phase II Development
Town of Southern Pines
HUA NO: SP9427
Dear Ms. McCaskill:
TELEPHONE: [phone]
FAX: [phone]
The Moore County Water Pollution Control Facilities hereby agrees
to conditionally accept up to 9,000 gallons per day of wastewater
from the referenced project in accordance with request of January
30, 1995 by Hobbs,Upchurch & Associates, P.A., of Southern Pines,
N.C.
Upon completion of the referenced project, the applicant's engineer
is to provide this office with the following items:
1. Infiltration in gallons per day.
2. Certification of completion as defined by N.C.
Statutory Requirements #143-215.1; Section 2-H.0220.
3. Complete set of As -Built drawings as approved by Engineer.
4. All shop drawings/ 0 & M Manuals, Diagrams, Illustrations,
schedule & brochure which illustrate how specific portions
were fabricated and installed.
After Moore County has received a copy of the certification of
completion, our office will provide a final acceptance statement.. �
LEC
incerel_y,y�
ry A. Frick
System Superintendent
emb
`iU OFFICE]
I
pc: Mr. Jim Tarnow, P.E., Moore Water and Sewer Authority
Mr. Mitch Coleman, Exec. Director, Moore Water and Sewer Authority
Mr. Bob Teaque, Public Works Director, Town of Sou. Pines.
Mr. Charles Heiser, P.E., Hobbs, Upchurch & Assoc, P.A.
Kerr T. Stevens, Dept. of EHNR, Fayetteville
Mr. W. David McNeill, Jr., County Manaqer