WQ0009593_Application_19940615

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
June 15, 1994
MR PETER G. VANDENBERG
CITY OF LAURINBURG
PO BOX 249
LAURINBURG, NORTH CAROLINA 28353
Dear MR VANDENBERG:
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JUN 17 1994
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Subject: Application No. WQ0009593
Braemar, Section I
Sewers -Public
Scotland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on June 15, 1994. 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 Randy Kepler 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 Randy Kepler at [phone].
cc:
KSin rely,
Caro yn M Caskill
BUJ Supervisor, State Engineering Review Group
Fayetteville Regional Office
J.F. Wampler Engineering, Inc.
Pollution Prevention Pays
P.O. Box 29535, Raleieh, 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)
DRAF*4'rGRAVITY SEWER EXTENSIONDRAFr'
I. GENERAL INFORMATION: SOC 'Project: Yes, x No.
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
City of Laurinburg
2. Print Owners or Signing Official's name and title (the person who is legally responsible for the facility and its compliance):
Peter G. Vandenberg
3. Mailing address: P. O. Box 249
City: Laurinburg State: NC Zip: 28353..
Telephone Number. ( 910 ) 2 7 6— 8 2 3 4
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.):
Braemar Subdivision Section 1 in the City Limits of Laurinburg
5. Application Date: June 13, 1994
6. County where project is located:
II. PERMIT INFORMATION:
Scotland
6. Fee Submitted: $ 4 0 0. 0'0
1. Application No. (will be completed by DEM): I K�1 opcQ
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 n / a
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.: _ subdivision
3. Indicate any parameter(s) (and their concentration) that will be greater than normal domestic levels: n / 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? _ n / a
5. If a pretreatment permit is required, has one been issued? n a Yes; n / a No. If yes, please attach a copy of the
pretreatment permit. If No, when will one be issued: n / a
FORM: GSA 04/94 Page 1 of 6

6. Volume of wastewater generated by this project: 10,000 gallons per day.
7. Explanation of how wastewater volume was determined: 25 Single family lots x 400 gal/day/lot
IV. DESIGN INFORMATION:
1. Brief project description: 2136 LF 8"PVC SDR 35 main; 220 LF 8" DIP Class 100;
11 manholes and 25 - 6" services
2. Name of wastewater treatment facility receiving wastewater. Le it hs, Creek Wastewater Treatment
a. Facility Permit Number: NC 0020656 P l a iYt
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater.
All downstream services are adequate to accept additional wastewater
c. Permit Number for sewers immediately downstream: No. unknown -sewer installed in 1950' s
to Bridge Creek - Old Treatment an
d Pipe diameter of sewers immediately downstream: ��­ VC
3. Summary of GRAVITY SEWER to be permitted, by diameter size and pipe material:
Diameter
(in)
Length
(linear feet)
Pipe
Material
Circle C or
N Factor &
Specify
Value
Minimum
Slope (9'0)
Maximum
Slope (%)
Minimum
Velocity
(fps)
Maximum
Velocity
(fps)
Minimum
Cover (in)
8
2136
PVC
0.010
.40
2.30
2.86
6.85
3
8
220
DIP
0.013
.40
.40
2.19
2.19
0
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 feet
separation for slopes of 21% to 35%; 24 feet separation for slopes of 36% to 50%; 16 feet 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 La
FORM: GSA 04/94 Page 2 of 6 1.

5. Maximum sewer reach length between manholes: 344 linear feet.
6. This sewer line segment occurs between manhole no. 3 and manhole no. 4
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 bearing loads? x Yes No. If Yes, what measures are being
taken to enable the sewers to withstand the loads?
Three feet minimum cover and manholes shall conform to,h1CDOT ASTM
Regulations regarding -load—bearing sewer
9. Outside drop manholes are provided where invert separations exceed: n / a feet (provide for separations > or = 23)
10. Identify (by manhole number) those manholes that have drop connections: n / a
11. Maximum allowable infiltration/exGltration test rate: 10 0,, o
NOTE: 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 or 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? 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 No; Or, are manholes watertight and vented 1
foot above the 100-year flood elevation ( 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? x 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: Support profile will be designed to reduce (11-�
drag,and blockage in creek. See plan sheet between MH no. 1 & no. 2,
See profile sheet station 0+40 to 2+00
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 25ear flood le ation. Both the
25-year flood elevation and the 100-year flood elevation should be indicated on the plans. S le pr o r i l e sheet
MH1 to MH2
16. Wastewater collection systems may njA 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 04/94 Page 3 of 6

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 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 $400. The fee for sewer extensions for delegated municipalities (applies only to those
governmental jurisdictions that have specific delegation review authority, as granted by the Environmental Management
Commission) is $200. Name changes without other modifications are $100.
d. If the owner/authority of the wastewater treatment facility (WWT) 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. 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 areas are
covered under an existing franchise.
f. A properly executed Operational Agreement (original and one copy - form provided by DEM) 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 Environmental
Management; therefore, if the permit is not issued for any'reason, the Division will return submitted materials only at its
option.
FORM: GSA 04/94 Page 4 of 6