WQ0012511_Sewer Extension_19960610

f-2o
1
' MEMO TO: State Review Group Division of Environmental
Management
FROM: Ricky Revels A.,"Jr Re-_� Fayetteville Regional
Environmental Technician Office
SUBJECT: Procedure Four (4) 6125196
WQ0012511 (Relocation) Date
U.S. 220/SR 1530 Design #U-3310
Sewer Relocation - Public
Town of E l l erbe
Richmond County
State Review Group Review
Engineer Andy Oakley
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Town of Ellerbe Wastewater Treatment Plant
2) WWTP design capacity 0.180 MGD
3) NPDES Permit No.: NC0021784 Expiration Date: 02 28 98
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 5195
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
0 GPD
domestic ; industrial 100% ; other
6) Volume from previously approved projects not yet tributary to
WWTP 0 GPD
7) Regional Recommendations: Approval X Denial
RR/rr
Enclosure

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Managemen
ppr!l
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary JUN 18 Ail
H N
A. Preston Howard, Jr., P.E., Director
ENV. M, , RA `rr-* 17NT
FAY.ETIEv;! .r ;.F.1;cE
MAYOR JOE COMER
TOWN OF ELLERBE
PO BOX 3i0
F,T T,F.RRF N(-1RTH f AROT TNA ?R??R
Dear MAYOR COMER:
June 10, 1996
RECEWED
�1.G ve►'`. of EHNR
JUN 13 19%
V1linsto aOffice
pegio�l
Suole(;t: AliVii%.�Ult NV. ITI Q0012Jll
U.S. 220/SR 1530 Design #U-3310
Sewers -Public
Rockingham County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on June 10, 1996. This application has been assii;ned the number listed above.
Your project has been assigned to Andy Oakley for a detailed engineering review. Should there be any
questions concerning your project, the reviewer 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 Andy Oakley at [phone] extension 533. 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
INQUIRIES ON THIS PROJECT.
cc: Winston Salem Regional Office
NC DOT Design Sery Unit (RPW)
Sincerely,
�cCaskill
Caro D.
Supervisor, State Engineering Review Group
Pollution Prevention Puvs
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

State ai 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
PUMP STATIONS, AND PRESSURE SEWERS
GENERAL INFORMATION
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.): `n
Torn of Ellerbe -
2. Print Owners or Signing Official's name and title (the person who is legally responsible for the facility and its C-CSp Rance):
Joe Comer, Mayor
3. Mailing address: P - O - Box 310
Ellerbe North Carolina 28338 r-
--
City: State. Zip:— --
Telephone Number: ( 910 ) 6 5 2 — 6 2 51
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.):
(a - 33/0) • (,/S L Lo ,C,�aM S�? /S3o /1/o,c1%X A1-4 o1 f �- O • y /y1•'��s
S. Application Date: p 6. Fee Submitted: S
6. County where project is located: n o ck i N,9, 4th
II. PERMIT INFORMATION: ) I
1. Application No. (will be completed by DEM): �✓ �7 C�� 1 a 1
2. Specify whether project is: new; modification.
3. If this application is being submitted as a result of a modification to an existing permit. please complete:
existing permit number NO0 0 217 8 4 and the issue date November 22, 1993
4. Specify whether the applicant is public or private.
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. % Domestic/Commercial ; boo % industrial;
% Other waste (specify):
Please provide a one or two word description specifying theoriginof the wastewater. such as school, subdivision, hospital,
commercial, industrial, apartments, etc.: 074,24, 1,,fC �Gti��✓9 SAC �'�i -/S
3. Indicate any parameter(s) (and their concentration) tbat Mll 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
vaste%vater treatment facility? N/A
FORM: GSPSA 11/93 Page 1 of 8

5. If a pretreatment permit is required, has one been issued? Yes X No. If yes, please attach a copy of the
pretreatment permit. If No, when will one be issued: '
6. Volume of wastewater generated by this project (7 gallo: per day..
7. E� iation of bow wastewater volume was determined: Are, /�c✓a/i'�ie.-' �� 1/A51r 41.4 lf'e-
41, %1 e c ,9 {-ea/ . lf�_r/o c W j .0,v a / 4 .� r�...� s / o o �r �►
P VC F/L (- F 1004f •:� -5-E4✓4iL , d a apos rg/
IV. DESIGN INFORMATION:
1. Brief project description: G1 S Z 20 /",;ca
4 - 5" &i,'/{f
2. :Fame of wastewater treatment facility receiving wastewater. Town of El lerbe WWTP
a. Facility Permit Number. NCO 0 217 8 4
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater:
c. Permit Number for sewers immediately downstream: NIA
d Pipe diameter of sewers immediately downstream: N/A
3. Summary of sewer pipe to be permitted, by diameter size and pipe material: NSA
Diameter
(in)
Length
(linear feet)
Pipe
Material
Circle C or
N Factor &
Specify
Value
Minimum
Slope (90)
Maximum
Slope (%)
Minimum
Velocity
(fps)
Maximum
Velocity
(fps)
Minimum
Cover (in)
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`.'c; 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 asures must be specified.
For any excessive slopes or velocities that will occur in any sewer line se. iL. wbat measures have been taken to protect
the sewer pipe and manholes? NSA
FORM: GSPSA 11/93 Page 2 of 8

• • 5. Maximum sewer reach length between manholes: /�li9 linear fee:.
6. This sewer line segment occurs between manhole no. &/A and manhole no.
7. Does the owner/operator have the ability to clean this length? Yes No. For sewer reach lengths gr(
than 425 feet, please provide a letter from the owner/operator, stating the ability to clean the specified reach and include
equipment specifications. A%/A
8. Sewers subject to existing or planned traffic bearing loads? Yes No. If ves, what measures are being taken
to enable the sewers to withstand the loads? &A0
9. Outside drop manholes are provided where invert separations exceed feet (provide for separations > or = 2.5')
10. Identify (by manhole number) those manholes that have drop connections: 111110
11. Maximum allowable infiltration/exfiltrdtion test rate: NlA GPD/pipe diameter inch/mile of pipe.
NOTE: Must not exceed 100 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 (This section must be completed for all collection systems including force mains and pressures sewers):
a) 100 ft. horizontal separation from wells or other water supplies? Yes No NIA
b) 12 in. vertical separation from storm sewer or ferrous pipe sanitary sewer specified? Yes No i111.9
c) 10 ft. horiz. sep. from water mains or 18 in vertical sep. (water over sewer) or ferrous pipe specified? Yes _ N
13. Are manholes subject to flooding? Yes 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 -4//10
14. Identify (by manhole number) those manholes that are vented:
15. Does this project involve any stream crossings? Yes No. If yes, wi 3t 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 �y11,#
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 be specified. In addition, all acnal 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. Sewers may noj be installed in WS-I watersheds. Are any of the subject wastewater collection systems located in a WS-1
watershed? Yes No. N14
.7. Miscellaneous comments:
FORM: GSPSA 111193 Pabe 3 of 8

V . PUMP STATION INFORMATION
1. Pump Station No. or Name: /1,1KLl (A separate sheet 4 of 8 should be submitted for each pump station)
2. Name of closest dowttslope surface waters: /y14
3. Classification of closest do xmslope surface waters: If"1,4 (as established by the Environmental Management
Commission & specified on sheet 5 of 8 of this application).
In accordance with 15A NCAC ^_H .0219 (h)(3), describe the measures that are being implemented to prevent impacts on
downslope surface waters, should a power failure occur at this pump station. NOTE: Alternative power MUST be
addressed for every pump station in accordance with the above regulation. "
What size pumps are provided: Nli# GPM; and how many?
6. What is the design total dynamic head? AYA feet
7 How many pumping cycles will occur at average daily flow? 111g cycles per hour.
NOTE: 15A ?CAC 2H .0219 (b)(2) requires 2 to 8 pumping cycles per hour be achieved at average daily flow.
8. The following items are typically required in the design for pump stations. Check the appropriate blanl: to signify that
these items have fin_ provided in the design plans/specifications:
Alternate Power Source
Wet Well Vented with Screen
Fillets in Wet Well
Check Valves and Gate Valves
Security Fencing
Lockable Wet Well Cover
Area Light
110V Electrical Convenience Outlet
Flood/Buoyancy Protection
High Water Alarm (one choice may be specified) Audible and Visual Auto Dialer
9 S f fnrce main to he rermitted by diameter size and pipe material:
ummary
Diameter
(in)
�
Length
(linear feet)
Pipe
Material
High
Elevation
(ft) I
Low
Elevation
(ft)
Minimum
Velocity
(frs)
'.•iaximum
Velocity
(fps)
Mm inimu
Cover (in)
0'"',I
i6s rSb.3
,ovC141ff,7
011. 7A)
JISr
10. Are air release valves provided at all bioh points along the force main (must be provided where the elevation difference
exceeds 10 feet)? yes — no X%g
11. Is pump station subject to flooding? yes _J�no. If yes. what measures are being taken to protect against flooding,
12. If subject to flooding, specify the 100-year i1w..)d elevation: A!Od Feet MSL
t3. Are there existing or pianned pump stations doxynst;eani of this station? Yes V "Ilo. if ves, the engineer shal
evaluate the aoility of those pump stations to adequately handle the subject ,lows and shall include that evaluation as ar
attachment to this applicauon.
FOR\i: GSPSA 11/93 Page 4 of 8

This form must be completed by the appropriate _DEM regional office and included as a part of the project
submittal information.
INSTRUCTIONS TO NC PROFESSIONAL ENGINEER:
1
2
3
4
5
6
7
The classification of the downslope surface waters ( the surface waters that any overflow from the facility wouid flow toward)
in which these sewers will be constructed must be determined by the appropriate DEM regional office. Therefore. you are
required. prior to submittal of the application package, to submit this form, ith items 1 through 7 completed, to
the appropriate Division of Environmental Management Regional Water Qualin, Supervisor (See ?age 8 of 8). At a
minimum, you must include an 8.5" by 11" copy of the portion of a 7.5 minute I✓SGS Topographic Map which shows the
location of these sewers and the downslope surface waters to which they will be located. ldenufy the closest downslope
surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and
submit the application package. �r1
Applicant (specify name of the municipality, corporation, individual. etc.):
0 I ,G,
Name & complete address of engineering fim:
h C, ._
Telephone number. ( )
Project name:
Name of closest downslope surface waters:
County(s) where sewers and surface waters are located:
Map name and date:
NC Professional Engineer's Seal, Signature, and Date:
TO: REGIONAL HATER QUALITY SUPERVISOR
Please rrovide me with the classification of the watershed %,here these sewers will be constructed, as identified on the attached
;nap se_ment
Name of surface waters:
Classification (as established by the Envirorunental Management Commission):
?rorosed classification, if applicable:
Si mature of regional office personnel:
i All attachrncros must be signed)
FORA: GSPSA 11/93
Page 5 of 8
Date: _

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 hernr
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 appiicant and the actual modification must be initialed by the INC 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. Two 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 NC Professional Engineer.
d. The appropriate permit processing fee. in accordance with 15A NCAC 214 .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 specific delegation review authority, as granted by the• Environmental Management
Commission) is S200. Name changes without other modifications are 5100.
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 rite project, then a letter must be provided from the owner/authority of the WWTF
specifying the volume of flow than will be accepted. The ietter should be a recent letter and should refer to the project by the
same name as that identified on the application and the pians/specincations.
f. If the application is being submitted in the name of a pnvately owned public utility, evidence must be submitted from the
1-tilides Commission which demonstrates that the utili:y is authoriied to hold the franchise for the area to be served. In the
case of contiguous service areas, evidence must be erovided from the Utilities Commission aclmowledging these areas are
covered tinder an existing franchise.
g. A properly executed Operational Aizreemem (original and one copy - form provided by DEW must be submitted if the sewer
extension will be serving sinsle 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.
h. The downslope surface waters classification must be determined by the appropriate DEM regional office, using page 5 of 8 of
this form, prior to the Submittal of the application package to the Water Quality Permits and Engineering Unit. Once the
reeional office has completed the classification. page 5 of 8 should be reincorporated into the application package and the
entire application package may then be submitted to ',A'ater Quality Permits and Engineering Unit.
i. roject should be included with each application package. If necessary for clarity,
A cover letter. which briefly describes the p
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 o which they refer.
j. All materials and fees submitted in support of this request for a permit become the property of the Division of Environmental
.\4anaeemenc therefore, tf the permit is not issued for any reason, Lhe Division will return submitted materials only at its
option.
Pa
FORA: GSPSA 11/93 15 6 of

Name and Complete Address of Engineering Firm: /V C- DO 7 - OE-S/GN JE?v/GEfy�vi ?
City: 1PAL E/GN State: /VG yip: 2 76//
Telephone Number
Professional Engineer's Certification:
I, fDQE�T , wle- L eo,< attest that this application for -JW1 164,er' JKWOK f. M. *?EL40cA7?0
has been reviewed by me and is accurate and complete to the best of my latowledge. I funkier attest :hat to the nest of my imowledge
the proposed design has been prepared in accordance witb the appiicable regulations. Alit ough certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under Env 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 Seal. Signature, and Date:
A/
l•
� SE 2d
19,E flow
Applicant's Certification:
I. Joe Cnmer attest that this application forLower a Sewer Force Main
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
application are not completed and that if all required supportin; information and attachments are not included, this application packo,-
will be returned to me as incomplett7
Signature __ Late May 22 1996
THE CO.WPLETED APPLICATION PACKAGE, i NCLUDING ALL SUPPORTING INFOR.11ATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL NIA\AGENIENT
. WATER QUALITY SECTION
?ER.NIITS :AND ENGINEERING U. IT
?OST OFFICE 30X 29535
RALEIGH. NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: (919) 733-_083
FORA: GSPSA 11/93 ?ale 7 0f 8

DIVISION OF ENVIRONMENTAL NIANAGENIENT REGIONAL OFFICES (I1/93)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville. NC 28801
[phone]
Fax [phone]
Washington Regional WQ Supe
Post Office Box 1507
-1889
,Washington. NC 21
[phone]
Fax [phone]
Avery
Macon
Beaufort
Jones
Buncombe
Madison
Berne
Lenoir
Burke
McDowell
Camden
Martin
Caldwell
Mitchell
Chowan
Pamlico
Cherokee
Polk
Craven
Pasquotank
Clay
Rutherford
CurritUCL•
Perquimans
Graham
Swain
Dare
Pitt
;Maywood
Transylvania
Gates
Tyrell
Henderson
Yancy
Greene
Washington
Jackson
Hertford
Wayne
Hyde
Faveneville Regional WQ Supervisor
Wachovia Building, Suite 714
Favetteville, NC 28301
[phone]
Fax [phone]
sor Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
(919) 5714700
F ax [phone]
Chatham Nash
Durham Northampton
E'dgecombe Orange
F ranklin Person
Granville Vance
Halifax Wake
Johnston Wattea
Lee Wilson
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville. NC 29115
[phone]
Fax[phone]
Wilmington Region. WQ Supervisor-
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Mecklenburg
Brunswick New Hanover
Bladen
Robeson
Cabamts
Rowan
Carteret Onslow
Cumberland
Richmond
Catawba
Stanly
Columbus Pender
Harnett
Sampson
Gaston
Union
Duplin
Hoke
Scotland
Iredell
Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Supervisor
8025 North Point Boulevard. Suite 100
Winston-Salem. NC 27106
[phone]
Fax [phone]
Alamance
Rockingham
Allegbany
Randolph
.she
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
;-adkin
Guilford
FORA: GSPSA 11/93 Page 8 of 8

FEB 2 1987 7V
ENV. MANAGEMENT
State of North Carolina FAYETTEVILLE REG. OFFICE
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
S. Thomas Rhodes, Secretary
The Honorable Joe Comer, Mayor
Town of Ellerbe
P. 0. Box 310
Ellerbe, NC 28338
Dear Mr. Comer:
R. Paul Wilms
January 23, 1987 Director
SUBJECT: Permit No. 14190
Town of Ellerbe
Southwest Area
Sewer Extension
Richmond County
In accordance with your application received December 11, 1986, we are forwarding
herewith Permit No. 14190, dated January 23, 1987, to the Town of Ellerbe for
the construction and operation of the subject wastewater collection system extensions.
This permit shall be effective from the date of issuance until rescinded and
shall be subject to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are
unacceptable to you, you have the right to request an adjudicatory hearing upon
written request within 30 days following receipt of this permit. This request must
be in the form of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings,Post Office
Drawer 11666, Raleigh, North Carolina 27604.
If you wish to have the hearing before the Hearing Officer with this Department,
you must indicate in the petition that you waive the right to have the contested
case conducted by a Hearing Officer in the Office of Administrative Hearings, and
wish to have the matter conducted in the Department of Natural Resources and Community
Development. Unless such demands are made this permit shall be final and binding.
One (1) set of approved plans and specifications is being forwarded to you.
If you have any questions or need additional informafion concerning this matter,
please contact Mr. Asaad Shamsi, telephone number 919/733-5083, ext. 137.
Sincerely yours,
�y�r.
cc: Richmond County Health Dept. R. Paul Wilms .%
Fayetteville Regional Office Pollution Prevention Pays
Dennis Ramsey PO Box 27687, North Carolina 27611-7687 Tele
phone ephone 919-733-7015
Harwood Beebe Co.
An Equal Opportunity Affirmative Action Employer
ik

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
P E R M I T
For the Discharge of Sewage, Industrial Wastes, or Other Wastes
In accordance with the provisions of Article 21 of Chapter 143, General
Statutes of North Carolina as amended, and other applicable Laws, Rules and
Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Ellerbe
Richmond County
FOR THE
construction and operation of approximately 6,992 lineal feet of 8-inch
gravity sewer, 2,683 lineal feet of 6-inch force main; a 180 GPM wet well
pump station equipped with duplex submersible pumps and high water alarms
to serve Southwest Area of Town of Ellerbe and the discharge of collected
domestic wastewater into the Town of Ellerbe's existing sewerage system,
pursuant to the application received December 11, 1986 and in conformity with
the project plans, specifications, and other supporting data, subsequently
filed and approved by the Department of Natural Resources and Community
Development and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded,
and shall be subject to the following specified conditions and limitations.
1. This permit shall become voidable unless the facilities are constructed in
accordance with the approved plans, specifications and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
3. The facilities shall be properly maintained and operated at all times.
4. This permit is not transferable.
5. The sewage and wastewater collected by this system shall be adequately treated
in the Town.of Ellerbe Wastewater Treatment Plant prior to being discharged
into the receiving stream.
6. Construction of the sewers shall be so scheduled so as not to interrupt service
by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.

.--
Permit No. 14190
Page 2
7. The Permittee shall provide for the pump station and force main the following items:
a. Pump-on/pump-off elevations located so that 2-8 pumping cycles may be achieved
per hour in the pump station.
b. An air relief valve located at all high points along the force main.
c. A screened vent for the wet well.
d. Fillets located in the wet well at the intersection of the flooring and sidewalls.
e. Three (3) feet of cover (minimum) over the force main or the use of ferrous
material where three (3) feet cannot be maintained.
f. Sufficient devices which will protect the pump station from vandals.
g. Flood protection if the pump station is located below the 100-year flood
elevation.
Permit issued this the 23rd day of January, 1987.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
K. Paul Wilms, Director
Division of Environmental.Management
By Authority of the Environmental.Management Commission
Permit No. 14190

MEMO TO: State Review Group
FROM: M. J. Noland ORIGINAL SIGNED BY
Regional SupervisoMARION J. NOLAND
SUBJECT: Procedure Four (4)
APNO08859
Town of Ellerbe
Southeast Ellerbe
Richmond County
Division of Environmental
Management
Fayetteville Regional
Office
1/06/87
Date
State Review Group Review
Engineer Asaad Shamsi
Regional Office Contact
Ken Averitte
1) Name of wastewater treatment plant to receive the wastewater:
Town of Ellerbe Wastewater Treatment Plant
2) WWTP design capacity .18 MGD
3) NPDES Permit No.: NCO021784 Expiration Date: 03/31/88
4) Compliance Information:
Present Treatment plant performance
for previous 12 months - beginning 01/12/85
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
15,000 GPD
domestic 100% (according of project engineer, D. Slagle)
industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP none GPD
7) Regional Recommendations: Approval X Denial
KA/gc

IA
ti
Mangy"
•� pwa M�a
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor S. Thomas Rhodes, Secretary
t;
Dear
We acknowledge receipt of the following documents: , 19
permit application -
neering plans
ifications
other.
Your project has been assigned to for a detailed engineering review.
All project documents will be reviewed with respect to the proposed wastewater facilities. This review will not commit
this Division to approving any expansion of these treatment facilities or increase of flowrate in the future.
Prior to the issuance of the permit, you will be advised of the recommendations any comments of this Division.
You will also be informed of any matter which needs to be resolved.
Our reviews are scheduled based on receipt date of complete informations. The items checked below are needed
before your project can be reviewed.
permit application (copies enclosed)
gineering plans (signed and sealed by N.C.P.E.)
specifications (signed and sealed by N.C.P.E.)
other additional information detailed on attachment
The above checked information is needed by r� 166�f 1 If not received, your application
package will be returned as incomplete. Please be aware that the Division's a- ftt�-" fl Regional Office
must provide RECOMMENDATIONS from the Regional Supervisor or a Proced a Four Evaluation for this project,
prior to final action by the Division.
If you have any questions, please call the review engineer at this telephone number 919/733-5083.
Sincerely,
cc: w 0 0 tic Lc �
P.O. Box 27687, leigh, North Carolina 27611-7687
Telephone [phone]
An Equal Opportunity Affirmative Action Employer

North Carolina Department of Natural Resources and Community Development
Environmental Management Commission
NON -DISCHARGE PERMIT APPLICATIO •
' in accordance with N.C. General Statutes Chapter 143, Article 21
Applicant (name of board, individual, or others):
Board of CaTrnissioners 0 F -t !
Project (name of city, village, town, sanitary district, astabtishment):
-- Town Of E1 1 erhP ,v
Non -Discharge Treatment/Disposal Facilities
Pretreatment Facilities
Sewer Collection System (private)
Extend Sewer and Sewer Systems (public)
NATURE OF WASTEWATER:
® Sewage
❑ Sludge/Industrial Waste
rrom tsew•rs, pretreatment facilities, treatment plants):
Public sewers and pump station
Into (name of tnatm•nt plant):
Ellerbe Waste Treatment Plant
At (location of treatment plant):
D E M USE ONLY
Permit Number;
C-ounty:
Richmond
Application Date:
Brief Project Description:
Construct approximately 6800 feet of 8" sewers,
26 manholes, 2685 feet of 6" force main and a
180 GPM precast suhrnersible pump station in the
Southwest Area of the Town.
Serving (city, institution, industry):
I Town of Ellerbe
i
Tributary To (name of water course):
Toms Branch
Name and Complete Address of Engineering Firm: Zip Code:
HarwoodBeebeTelephone No.
P.O. Box 12060, Florence, SC 29504 [phone]
Treatment Works Capacity to Serve (name of project): For (no, yrs.) t � Avera Dail Gallons SY aons Sewage or Waste Flow;
/_�5 ��r)
Affect Overall Reduction in Pollution (not applicable for sewer projects):
Estimated Costs:
Toxic Materials (specify % each, add pages if needed)
B. 0. D. (S-day 2d` C) %
% Sewers =
142,000-00
Suspended Solids %r Pumping
% Station = 38 000.00
TOTAL SOLIDS 96 Treatment
% Plant S N/A
Other (specify)
N/A % f N/A
Coliform Bacteria % TOTAL TOXIC MATERIALS Estimated Completion Dore:
N/A % ,
Applicant assures that proposed works will be constructed, supervised, operated and maintained in accordance with approved plans and
specifications or approved changes thereto.
Print Name: Joe Title:
i
I�Ia or Mailing Address; F.O.nox �1�Ode
Signature: Telephone No.
E�le NC 28338
919/65 /6251
INSTR TIONS:
1. Fill-in ALL spaces. If not applicable, enter N/A.
2. Secure appropriate signature (mayor/city manager for municipality; chairman For sanitary district board; owner/proper official of corporation;
or legally constituted board or commission in charge of proposed works). A letter of authorization is required from proper official if
design engineer or other agent signs application.
3. Submit to N.C. Department of Natural Resources and Community Development, Environmental Management, Raleigh, NC, the
original and first copy of application, 2 sets of finalized plans, specifications and other supporting data as required by Commission Rules.
NOTE: Application reviews are scheduled on receipt of COMPLETE information. Generally, 30 days are required for pollution abatement projects; 90 days
for other projects
For Assistance, call the State Central Office 919/733-5083, P.O. Box 27687, Raleigh, N.C. or:
*Asheville [phone] 'Mooresville [phone] 'Washington [phone] *Winston-Salem [phone]
159 Woodfin Street 919 North Main Street 1502 North Market Street
Asheville, NC 28801 Mooresville, NC 28115 Washington, NC 27889 Wins Silos CParkway Extension
Winston-SaleSilos NC 27106
*Fayetteville [phone] *Raleigh [phone] *Wilmington [phone]
Suite 714 Wachovia Building Box 27687 7225 Wrightsville Avenue
Fayetteville, NC 28301 Raleigh, NC 27611 Wilmington, NC 28403