WQ0007820_Sewer Extension_19930422

MEMO TO: State Review Group Division of Environmental
Management
FROM: M. J. Noland Fayetteville Regional
Regional Supervisor Office
SUBJECT: Procedure Four (4) 4 29 93
WQ0007820 Date
Subdivision
Sewer Extension - Public
Town of Ellerbe
Richmond County
State Review Group Review
Engineer John Kuske
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
4) Compliance Information:
Expiration Date: 02/28/93
Present treatment plant performance
for previous 12 months - beginning 03/O1/92
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
32,000 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

AW .. o
APR 271"3
ENV. MANAGEMENT
State of North Carolina FAYETTEVILLE PEG. OFFICE
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
April 22, 1993
MAYOR JOE COMER
TOWN OF ELLERBE
116 W. PAGE STRET
ELLERBE, NORTH CAROLINA 28338
Subject: Application No. WQ0007820
Subdivision
Sewers -Public
Richmond County
Dear MAYOR COMER:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on April 22, 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,
Donald Safrit, P
Supervisor, Pe its and Engineering Unit
cc: Fayetteville Regional Office
Hayes, Seay, Mattern & Mattern
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NO -
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Pemvt Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SKWERS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other):
Town of Ellerbe
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Joe comer, Mayor
3. Mailing Address: 116 W. Page Street
City: Ellerbe State: NC Zip: 28338
Telephone No.: 919 652-6251
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Town of Ellerbe, Sewer Improvements
5. Application Date: March 25, 1993
b. Fee Submitted: $ 400.00
7. County where project is located: Richmond county
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): W(: _aD-� 0 )-L
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 NSA and issue date
4. Specify whether the applicant is x public or private.
FORM: GSPS 4/91
Page 1 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 2 (4/91) 4'.
III. INFORMATION ON WASTEWATER: '
i
1. Nature of Wastewater. i o0,% 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 (and its 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. Volume of wastewater generated by this project: 32,000 gallons per day
6. Explanation of how wastewater volume was determined: 80 households
(4 persons/house) (100 GPDC) is approximately 32,000 GPD
IV. DESIGN INFORMATION:
1. Brief project description: Install 1935 1. f . of 8" gravity sewer line, 448 1, f.
l.f. of 4" force main, 10 manholes, and a 100 GPM pump station.
2. Name of wastewater treatment facility receiving wastewater. ELLERBE WWTP
a. Facility petinit no.: 21784
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Downstream sewers capable of accepting wastewater
2 of 10

GRAVITY SEWER EXTENSION & PUMP 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
1907 PVC N 0.4 8
2
9.8
60"
8
1988 DIP N 0.4 1
2
3.5
24"
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?
/A
5. Maximum sewer reach length between manhole;: 395.5 linear feet.
6. This sewer line segment occurs between manhole no. 4 and manhole no. 5
7. Does the owner/operator have the ability to cleat 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?
Sewer is deep enough that traffic bearing loads.should not affect
the sewer lines
9. Outside drop manholes are provided where invert separations exceed: NSA feet.
10. Identify (by manhole number) those manholes that have drop connections:
W
3 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 4 (4/91)
r,
i
11. Maximum allowable infiltration/exfiltration test rate: 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 fL 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. 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:
_Yes X No
X Yes —No
Yes X No
17. Does this project involve any stream crossings? _ yes kno. If yes, what precautions v
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:
4 of 10
i

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 5 of 10 (4/91)
V.-PUMP STATION INFORMATION
1. Pump Station No.: 1 (A separate sheet V.1 through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters:
N/A
3. Classification of closest downslope surface waters: B/A (as established
by the Environmental Management Commission & specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H .0200:
5. What size pumps are provided?
6. How many pumps are provided?
100
2
GPM
7. What is the maximum capacity of the pump station? too GPD
8. What is the design total dynamic head? 38 feet
9. How many pumping cycles will occur at the design flow rate? 2.9 cycles per hour
10. Check if provided at pump station:
Alternate Power Source x
Wet Well Vented with Screen x
Fillets in Wet Well x
Check Valves and Gate Valves x
Security Fencing x
Lockable Wet Well Cover x
Area Light x
110V Electrical Convenience Outlet x
Flood/Buoyancy Protection x
High Water Alarm x Audible and Visual
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum
(Inches) (Linear Ft) Material Elevation Elevation Velocity(fps)
4" 577 PVC 521.38 487 2.55
Auto Dialer
Maximum Minimum
Vel.(fps) Cover (in)
2.55 36"
12. Are airrelease valves provided at all high points along the force main (must be provided
i
where the eleiiation 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?
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.

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 6 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters: N/A
Classification (as established by the Environmental Management Commission): N/A
Proposed Classification, if applicable:
Signature of regional office personnel:
INSTRUCTIONS TO ENGINEER
Date:
In order to determine whether provisions for dual or standby power maybe required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location 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. Applicant (corporation, individual, or other): . TOWN OF ELLERBE
2. Name and Complete Address of Engineering Firm: Haves, Seat'. Mattern & Mattern,. Inc.
181 E_ Evans St., Suite 21, Florence, SC 29501
City: Florence State: SC Zip:29501
Telephone No. 803-669-4491
3. Project Name: Town of Ellerbe Water &.. Sewer Improvements
4. Pump station design flow:
GPD; 100 GPM
5. Name of closest downslope surface waters: N/A
6. County(s) where project and. surface waters are located:
7. Map name and date:
91
9.
10.
North Carolina Professional Engineer's Registration No.
Print Name of Engineer
Seal and Signature (specify date):
6 of 10

' PAGE 6(4/91)-------------------
TO:' REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment: -
Name of surface waters: _ Sv.r44 /'r-o AL ((aJe r L ►-e �,
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable: N�
Signature of regional office personnel:,cc� �e 1 ��� Date:
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by I I" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location 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. Applicant (corporation, individual, or other):
TOWN OF ELLERBE
2. Name and Complete Address of Engineering Firm: Haves, Seay. Matterr. & Mattern, Inc.
181 E Evans St Suite 21, Florence, SC 29501
City- Florence State: SC Zip: 29501
Telephone No. 803-669-4491
3. Project Name: Town of Ellerbe Sewer Improvements
4. Pump station design flow: GPD; . 100 GPM
5. Name of closest downslope surface waters: South Prong Creek '
6. County(s) where project and. surface waters are, located: Richmond
7. Map name and date: Ellerbe, N.C. 1983
8. North Carolina Professional Engineer's Registration No.
9. Print Name of Engineer Guy E. Slagle, Jr.-, P.E.
10. Seal and Signature (specify date):
CAR
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6 of 10 °
°p °sees•

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
Washington Regional WQ Super.
Raleigh Regional WQ Super.
59 Woodfrn Place
P O Box 1507
3800 Barrett Dr., Suite 101
Asheville, NC 28802
Washington, NC 27889
Raleigh, NC 27609
704/251-6208
919/946-6481
919/733-2314
Avery Macon
Beaufort Jones
Chatham Nash
Buncombe Madison
Berrie 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
Dace Pitt
Johnston Warren
Haywood Transylvania
Gates Tyrell
Lee Wilson
Henderson Yancy
Greene 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 Moore
Alexander Mecklenburg
Brunswick New Hanover
Bladen Robeson
Cabamrs 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
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Suny
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
7 of 10

GRAVITY SEWER EXTENSION & PUMP 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 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, 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 (VWVT'F) 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.
i
f. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, dr town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer. -
8 of 10

f
GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm: Hayes, Seay, Mattern & Mattern, Inc.
181 E. Evans St., Suite 21
City: Florence State:
Telephone No.
S.C.
Zip: 29501
Professional Engineer's Certification:
I, Guy E. Slagle , attest that this application for
Sewer Extension 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 Engineers Registration No.
Print Name of Engineer Guy E. Slagle
Seal and Signature (specify date):
14773
Applicant's Certification:
I, Guy E. Slagle , attest that this application for
Sewer Extension
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 inc uded, this application package will be returned as
incomplete. ��/�%
Signature j l Date March 26, 1993
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SE'VT 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 WrMOUT
MODIFICATIONS MODIFICATIONS
► 111 111 'E
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

. A_ ,;,-*
GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm: Hayes, seav, Mattern & Mattern, rnc.
181E s St. Suite
City: Florence State:
Zip: 29501
Telephone No.
Professional Engineer's Certification:
S.C.
1, Gay E. Slagle- -_, attest that this application for
sewer Extension 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 maternal and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Registration No. 14773
Print Name of Engineer G%AX E. Slagle
Seal and Signature (specify date):
Applicant's Certification:
I, __ _ Guy E. Slagle
Sewer Extension `•••+r+,8+o110.,
.or
has been reviewed by nzc 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 arc not inc uded, this application package will be returned as
incomplete.
Signature Date March 26, 1993
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 2953S
S12 NORTH SALI.SBURY STREET
RALEIGH, NORTH CAROLINA 27626.OS3S
TELEPHONE NUMBER: 919/733.5083
9 of 10
I6ez v99 Eee-QI OS 3ON3307a NNSH EE:BO CB-EL-bO

P -unit No. WQ0007820
May 28, 1993
ENGINEER'S CERTIFICATION
I,
Guy Slagle as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time)e construction of the
project, Ellerbe Sewer Improvements Ellerbe, N.C. for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construc . n was observed to be built within substantial compliance and
intent of the approved pla}s pecifi S.
f �
Signature Registration No.,y���
Date
73
�1J
The DiYis tin of � rtvtre:un tr~i },'.ar:cz c t.gent hereby
ackaowlcdges receipt and acce;5�w:icc as his
Certification
:..:
Ltay--'19
fi r
„F
4 NOV Y. 0 IP7 `
ENV.
FAYE i`EVILLE REC. OFFICE

JOE COMER, MAYOR
ELLERBEE, TOWN-RICHMOND YARNS
116 W. PAGE ST
ELLERBE, NC 28338
Dear Permittee:
October 19, 1994 ��•`'• �?y
OCT 1994
ENV. MANAAGUAENT
FAYETTEVILLE REG. OFFICE
SUBJECT: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0008330
ELLERBEE, TOWN-RICHMOND YARNS
RICHMOND COUNTY
On September 07, 1993 the Division of Environmental Management issued you
the subject permit. One of the conditions of the subject permit read as
follows:
Upon completion of construction and prior to operation of this permitted
facility, a certification must be received from a professional engineer
certifying that the permitted facility has been installed in accordance
with the requirements of this permit and the approved plans and
specifications. Mail certification to the Permits and Engineering Unit,
P.O. Box 29535, Raleigh, N.C., 27626-0535.
To date, our records show that no certification has been received for the
subject permit. If the permitted facility has been constructed and placed into
operation please submit the required certification immediately. Operation of
the treatment system prior to submission of the required certification is in
violation of your permit and is subject to enforcement action. If you have any
questions, please contact your consulting engineer for this project,
HAYES,SEAY,MATTERN&MATTER at [phone]. If the facility has not been
constructed, please contact the Fayetteville Regional Office at [phone],
so that they can update their records.

•
Thank you for your prompt attention to this matter.
cc: File
Fayetteville Regional Office
Sincerely, Original Signed By
Angela Y. Griffin for
Carolyn McCaskill, Supervisor
State Engineering Review Group