WQ0007858_Sewer Extension_19930505

FIZO
0
MEMO TO: State Review Group Division of Environmental
Management
FROM: M. J. Nolanr 00, Fayetteville Regional
Regional Supervi or Office
SUBJECT: Procedure Four 05/17/93
WQ0007.858 Date
Subdivision, CDBG #92-C-8235
Sewer Extension -Public
Town of Red Springs
Robeson County
State Review Group Review
Engineer John Kuske
Regional Office
Contact Rickv Revels
1) Name of wastewater treatment plant to receive the wastewater:
Town of Red Springs Wastewater Treatment Plant
2) WWTP design capacity 2_5 MGD
3) NPDES Permit No.: NC0025577 Expiration Date: 12/31/94
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 05/O1/92
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
9,450 GPD
domestic 100% ; industrial other
6) Volume from previously approved projects not yet tributary to
WWTP 0_ GPD
7) Regional Recommendations: Approval X Denial
MJN/RR/rr
Enclosure

� 1.� � .• sr/UF o �j ' 3 & � �c9
r _ 4 � MAY 7 1993
ENV. MANAGEMENT
cAYETTEVILLE REG. OFFICE
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James B. Hunt, Jr., Governor A. Preston Howard, Jr., P.E.
Jonathan B. Howes, Secretary Director
May 5, 1993
MR WAYNE HORNE
TOWN OF RED SPRINGS
217 S. MAIN STREET
RED SPRINGS, NORTH CAROLINA 28377
Subject: Application No. WQ0007858
Subdivision
Sewers -Public
Robeson County
Dear MR HORNE:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on May 3, 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 John Kuske 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 John Kuske at [phone].
Sincerely, 9�
Donald s fit P.E.
Supervisor, Permits and Engineering Unit
cc: Fayetteville Regional Office
Koonce, Noble & Associates, 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 FOR.W MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION,
PUMP STATIONS, AND PRESSURE SEWERS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): Town of Red Springs
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Wayne Horne, Town Manager
3. Mailing Address: 217 South Main Street
City: Red Springs StSie: North Carolina Zip: 28377
- Telephone No.: 919
843-5849
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Street and Utility Improvements for the Town of Red Springs, North
Carolina, CDBG #92-0-8235
S. Application Date:
7. County where project is located: Robeson
II. PERMIT INFORMATION:
6. Fee Submitted: $ 400.00
I. Permit No. (will be completed by DEM): c-)� �C
2. Specify whether project is: x new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.9). Submit only pgs. 1, 2, 9 (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 N/A and issue date N/A
- -4. Specify whether the applicant is X public or private.
FORM: GSPS 4/91 Paze 1 of 10

GRAVITY SEWER EXTENSION & PUIIIP STATION
PAGE 2 (4/91) 1
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 area.
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: None. The protect is 100% domestic in nature.
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: 9,450 gallons per day
b. Explanation of how wastewater volume was determined: 21 Homes x 3 Bedrooms/
Home x 150 GPD/Bedroom = 9,450 GPD
IV. DESIGN INFORMATION:
1. Brief project description: This project will provide sewer to a residential
area of town that currently has no public sewer available.
2. Name of wastewater treatment facility receiving wastewater•. Town of Red Spring_ s , Wastewater
Treatment Plant
a. Facility permit no.: NPDES NCO025577
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater. Downstream sewers have been investigated and
are capable of handling the additional flow generated by this
project.
2 of 10

GRAVITY SEWER EXTENSION & PL:ti1P STATION
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: N
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" 3502 PVC 0.013 0.40 0.40 2.0 2.0 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?
N/A
5. Maximum sewer reach length between manholes: 361 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.
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?
Depth of cover (36" minimum) and piping material will enable the sewer
to withstand traffic bearing loads.
9. Outside drop manholes are provided where invert separations exceed: N/A feet.
10. Identify (by manhole number) those manholes that have drop connections: N/A
3 of 10

GRAVITY SEWER EXTENSION & PUNT STATIO& '
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate: 200 GPD/ pipe dia. in./ mile.
Note: Must not exceed 200 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? x Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? x Yes —No
c) 10 fr. 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?
14. If yes, are manhole rim elevations 1 foot above 100-year flood level,
(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):
16. Identify (by manhole number) those manholes that are vented: N/A
_Yes � No
_ Yes _No N/A
_Yes _ No 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 am located: N/A
4 of 10

GRAVITY SEWER =..`CTLNSION & PUyiP STATION
PAGE 5 of 10 (4/91)
V. PUMP STATION INFORINIATION
1. Pump Station No.: 1 (A separate sheet V.1 through V.15 should be
subtnirte:± for each pu—p station)
2. Nam. e of closest downslope Surface wafers: Panther Branch
3. ClaSS:Lcadon of closest downslope surface waters: C - sw (as established
by the Environment ai tifanagemeat Commission & specified on page 6 of this applic.).
4. H a power failure at this pump station could impac: waters classified as WS, SA, B, or
SB, deska.iae which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H .0200: N/A
5.
What size pumps are provided? 45
GPM
6.
How many pumps are provided? 2
7.
What is the maximum capacity of the pump station? 25,920
GPD
S.
What is the design total dynamic head? 38.56
feet
9.
How many pumping cycles will occur at the design flow rate?
3.53 cycles per hour
10.
Check if provided at pump station:
Alternate Power Source
Wet Well Vented with Screen x
Fillets in Wet Well x
Check Valves and Gate Valves x
Sec Hry Fencing x
Lockable Wet Well Cover x
Area Light
110V Electrical Convenience Outlet x
Flood/Buoyancy Protection x
High Water Alain x Audible and Visual
Auto Dialer
11.
Summary of force main (by diameter size and pipe material):
Diameter
Length Pipe High Low Minimum
Maximum Minimum
(Inches)
(Linear Ft) Mate^al Elevation Elevation Velociry(fps)
Vel.(fps) Cover (in)
3" 1570 PVC 198.70 197 2.04 2.04 36"
12. Are air release valves provided at all high points along the force main (must be provided
- where the elevation difference exceeds 10 feet)? yes _ no N/A
13. Is pump station subject to flooding? yes x no. If yes, what measures are
being taken to protect against flooding? N/A
14. If subject to flooding, specify the 100-year flood elevation: N/A Feet MSL
15. Are there existing or planned pump stations downstream of this station? _yes x_ no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.

GR.yVITY SEWER E=NSIOIv 3c P; ip STAT.j0jq
PAGE 6 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface- waters ide itifled in number 5
below and on the attached map segment:
Name of surface waters: �� '� � t �' 3 >"_i+/
Classification (as established by the Environmenral Management Commission): I - 51.1
Proposed Classification, if applicable: N14
Signature of regional office personnel: Date:
INSTRUCTIONS TO ENGDiEER
In order to determine wh=lier provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (tree surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, witl'i items I through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.3" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the Iocation of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittaL
1. ADplicant (corporation, individual, or other): Town of Red Springs, North Carolina
2. Name and Complete Address of Engineering Firm:.Koonce, Noble and Assoc., Inc.,
Consulting Engineers, 208 E. Fifth Street, P. O. Box 1027,
City: Lumberton, State: North Carolina
Zip:
28359
Telephone No. [phone]
Street and Utility Improvements for the Town of Red
S. Project N- =e: Springs, North Carolina, CDBG #92-C-8235
4. Pump stadon design flow: 9,450 GPD; 6.56 GPM
5. Name of closest downsiope surface waters: Panther Branch
6. County(s) where project and surface Waters are located: Robeson
7. Map name and date:
8. North Carolina Professional Engineer's Registration No. 10969
9. Print Name of Engineer Sam R. Noble, Jr.
10. Seal and Signature (specify date):
6 of 10
UAfiu
I. ry4•r.F G.IOr�

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
Washington Regional WQ Super.
Raleigh Regional WQ Super.
59 Woodfin Place
P O Box 1507
3800 Barrea Dr., Suite 101
Asheville, NC 28802
Washington, NC 27889
Raleigh, NC 27609
704251-6208
919/946-6481
919/733-2314
Avery Macon
Beaufort Jones
Chatham Nash
Buncombe Madison
Berde Lenoir
Durham Northampton
Burke McDowell
Camden Martin
Edgecombe Orange
Caldwell Mitchell
Chowan Pamlico
Franklin Person
Cherokee Polk
Craven Pasquotank
Granville Vance
Clay Rutherford
Currituck: Perquimans
Halifax Wake
Graham Swain
Dare Pitt
Johnston Warren
Haywood Transylvania
Gates Tyrell
Lee Wilson
Henderson Yancy
Gnome Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQ Super.
Mooresville Regional WQ Super.
Wilmington Region. WQ Super.
Wachovia Building, Suite 714
919 North Main Street
127 Cardinal Drive Extension
Fayetteville, NC 28301
Mooresville, NC 28115
Wilmington, NC 28405-3845
919/486-1541
704/663-1699
919/395-3900
Anson MO=
Alexander Mecklenburg
Brunswick New Hanover
Blades Robeson
Cabamis Rowan
Carteret Onslow
Cumberland Richmond
Catawba Stanly
Columbus Pender
Harnett Sampson
Gaston Union
Duplin
Hoke Scotland
Iredell Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919n61-2351
Alamar=
Rockingham
Alleghany
Randolph
Ashe
Stokes .
Caswell
Suny
Davidson
Watauga
Davie
Wilkes
Forsyth
Ya idn
Guilford
7 of 10

GRAVITY SEWER EXTENSION & PU�I P STATION
PAGE 8 (4/91)
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 hems
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, details on the pump station, 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. Three copies of all calculations, including pump selection, friction calculations, cycle
time, pump curves (including system curves applicable with one pump running, two
pumps running, three pumps running, etc.), and evaluation of downstream pump stations.
These items must be submitted under the signature and seal of the North Carolina
Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
e. 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.
L 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.
8 of 10

GRAVITY SEWER EXTENSION & PLtiiP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm: Koonce, Noble and Assoc., Inc.,
Consulting Engineers, 208 East Fifth Street, Post Office Box 1027
City: Lumberton State: North Carolina
Telephone No. [phone]
Professional Engineer's Certification:
Zip: 28359
I, Sam R. Noble, Jr. , attest that this application for Street and Utility ITprovements
for hP , of Red Springs, North Carolina, CDBG #�2as been2 eviewed 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. 10969
Print Name of Engineer _ - Sam R. Noble, Jr.
Seal and Signature (specify date):
7 /.29
Applicant's Certification:
I, Wayne Horne, Town Manager , attest that this application for street -gin -Utility Improvements
for the Town of Red Springs, North Carolina, CDBG #92-C-8235
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.
Si Date 4- Z f !3
THE COMP 4D 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
9 of 10

GRAVITY SEWER EXTENSION & PUMP STATION' '
PAGE 10 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1,1990)
CATEGORY
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
$250
Domestic/Cooling Water
$400
$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
$250
Sludge > 300 Acres
$400
$250
Sewer Extensions
(nondelegated)
$400
0
Sewer Extensions
(delegated) $200 0
Closed -Loop Recycle
or Evaporative _ $400 - $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.
10 of 10

MAY 10 1993'
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street - Raleigh, North Carolina 27611
James B. Hunt, Jr., Governor
May 6, 1993
Wayne Horne, Town Manager
Town of Red Springs
217 South Main Street
Red Springs, NC 28377
Dear Mr. Horne:
Jonathan B. Howes, Secretary
Subject: Application No. WQ0007858
Additional Information Request
Town of Red Springs
Street and Utility Improvements
CDBG #92-C-8235
Sewer Extension
Robeson County
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) Please be advised that on February 1, 1993, the Division adopted new regulations that
require that the infiltration/exfiltration rate must not exceed 100 GPD per inch of pipe
diameter per mile of pipe. All sewer extension permit applications received on or after
February 1, 1993, must conform to these new regulations. Please resubmit three revised,
signed and sealed copies of page 4 of the application form reflecting these changes. Please
be advised that the Division is in the process of revising the application forms to reflect the
new regulations. Please also revise page SP-4 of your specifications to reflect this change.
If you would like to send three revised copies of this page I would be happy to replace this
page in your specifications, granted I have your permission. If you choose to have me
replace this page please punch the necessary holes along the margin.
2) The 10 foot minimum horizontal separation is not maintained between the water line and
sewer line on sheet 6 between MH #4 and MH #8, on sheet 7 between MH # 9 and MH
#11 and MH #9 and MH #12. Please show the water line on the sewer line profile in these
areas so the Division can confirm that the 18 inch minimum vertical separation has been
maintained.
Regional Offices
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/571-4700 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

3) In accordance with 15A NCAC 2H .0205 (d) (3) (D) please provide the profile of sewers,
showing their proximity to other utilities and natural features, such as water supply lines,
water lines, storm drains, surface waters, roads, and other trafficked areas. Please show
the plan and profile view of all of the force main associated with this project. In addition,
the plans show some of a proposed 2 inch force main and the application shows 1,570 feet
of 3 inch force main. Please explain this discrepancy.
4) Effective February 1, 1993, 15A NCAC 214.0219 (h) (3) requires that "at least one of the
following shall be required for pump stations:
(A) dual source or standby power supply on site or,
(B) telemetry systems with sufficient numbers of standby generators and personnel for
distribution or,
(C) approval by the Director that the pump station:
i) serves a private water distribution system which has automatic shutoff at power
failure and no elevated water storage tanks, and
ii) has sufficient storage capacity that no potential for overflow exists, and
iii) is connected to facilities that can tolerate septic wastewater due to prolonged
detention or,
(D) where the waters that would be impacted by a power failure are
classified as C, the applicant may be allowed to show a history of
power reliability that would demonstrate that an alternative power
source or other reliability measures would not be needed.
Refer to the subject permit application number when providing the requested information. Please
submit three copies of all information to my attention at the address below. Also, please
note that failure to provide this additional information on or before June 6, 1993 will subject your
application to being returned as incomplete, in accordance with 15A NCAC 2H .0208.
If you have any questions on this matter, please call me at 919/ 733-5083.
Sincerely,
John A. Kuske III
Environmental Engineer
State Engineering Review Group
cc: Fayetteville Regional Office
Permit File WQ0007858
Koonce, Noble and Associates, Inc.