WQ0029870_Application (FTSE)_20060222

-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Application Number: (tobeW00029870
(to be completed by DWG)
O 1 b. Morgan Johnson, Chairman of the Board
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
2
1. Owner:
1 a. Eastover Sanitary District
Full Legal Name (company, municipality, HOA, utility, etc.)
lc. The legal entity who will own this system is:
❑ Individual ❑ Federal 0 Municipality 0 State/County 0 Private Partnership 0 Corporation ® Other (specify): E.S.D.
O ld. 1610 Beard Road
le. Wade
LL Mailing Address City
1f. NC lg. 28395
Z State
0
1 h. 910-527-3974
1i. 910-323-5224
< Telephone Facsimile
(j 2. Project (Facility) Information:
J 2a. East Ridge
O. Brief Project Name (permit will refer to this name) County Where Project is Located
0.
< 3. Contact Person:
Q3a. Charles D. Averette
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 910-488-5656 3c. [e-mail]
Zip Code
1j. [e-mail]
PAY TO THE
ORDER OF
E-mail
2b. Cumberland
Phone Number E-mail
1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information In B(7) and B(10-11) that has already been included in the original permit.
2. Owner is ® Public (skip to Item B(3)) 0 Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
['Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
WINGATE PROPERTIES, LLC
111 DUNN ROAD
FAYETTEVILLE, NC 28312
NC DENR
Four Hundred and 00/100***
MEMO
NC DENR
❑ Public Utility (Instruction III)
❑ Homeowner Assoc./Developer (Instruction IV)
BRANCH BANKING AND TRUST COMPANY
FAYETTEVILLE. NORTH CAROLINA
88-112/531
********************************************************
PVe MO 1,4 R
0
OEf WIT$ NEB
sewer application'
111003535N' I:053 &O 1 2 11:5 29 L7970 260
el SECURITY FEATURES INCLUDED. DETAILS ON BACK. 2
1/18/2006
**400.00
***************
3535
DOLLARS
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 1
® V.
DWQ
0 dP tJ State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B(12).
® II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
❑ VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 3 04/05

'FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
❑ VIII. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
® X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
Asheville Regional Office
ADDRESS
COUNTIES SERVED
Fayetteville Regional Office
Mooresville Regional Office
Raleigh Regional Office
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
225 Green Street Suite 714
Fayetteville, North Carolina 28301
[phone] ;
[phone] Fax ( t
Avery, Buncombe, Burke, Caldwell,
Cherokee, Clay, Graham, Haywood,
Henderson, Jackson, Macon, Madison,
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Anson, Bladen, Cumberland, Hamett,
Hoke, Montgomery, Moore, Robeson,
Richmond, Sampson, Scotland
610 E. Center Avenue, Suite 301
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba,
Cleveland, Gaston, Iredell, Lincoln,
Mecklenburg, Rowan, Stanly, Union
Washington Regional Office
Wilmington Regional Office
Winston-Salem Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance,
Wake, Warren, Wilson
Beaufort, Bertie, Camden, Chowan,
Craven, Currituck, Dare, Gates, Greene,
Hertford, Hyde, Jones, Lenoir, Martin,
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Brunswick, Carteret, Columbus, Duplin,
New Hanover, Onslow, Pender
585 Waughtown Street
Winston-Salem, North Carolina 27107
[phone]
[phone] Fax
Alamance, Alleghany, Ashe, Caswell,
Davidson, Davie, Forsyth, Guilford,
Rockingham, Randolph, Stokes, Surry,
Watauga, Wilkes, Yadkin
For more information, visit our web site at: http://h2o.enr.state.nc.us/peres/
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MALNS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Application Number:
(to be completed by DWG) ■* Q00298 • 0
1. Owner:
1 a. Eastover Sanitary District
Full Legal Name (company, municipality, HOA, utility, etc.)
O 1b. Morgan Johnson, Chairman of the Board
I, Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
2 lc. The legal entity who will own this system is:
IX 0 Individual 0 Federal ❑ Municipality 0 State/County 0 Private Partnership 0 Corporation ® Other (specify): E.S.D.
O 1 d. 1610 Beard Road le. Wade
ZMailing Address City
lf. NC 1g. 28395
O State Zip Code
1 h. 910-527-3974 1 i. 910-323-5224 1 j. [e-mail]
Telephone Facsimile E-mail
() 2. Project (Facility) Information:
---� 2a. East Ridge 2b. Cumberland
G. Brief Project Name (permit will refer to this name) County Where Project is Located
a
< 3. Contact Person:
▪ 3a. Charles D. Averette
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 910-488-5656 3c. [e-mail]
Phone Number E-mail
N FORMATION
1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
❑ Public Utility (Instruction III)
❑ Homeowner Assoc./Developer (Instruction IV)
3. Public Works Commission (PWC)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Cross Creek WWTF 4b. NC 0023957
Name of WWTF WWTF Permit No.
5a. PWC 5b. 15-inch
Gravity Sc.
Owner of Downstream Sewer ;Receiving Sewer Size i❑ Force Main
H 6. The origin of this wastewater is (check all that apply):
2 ® Residential Subdivision 0 Car Wash
W ❑ Apartments/Condominiums 0 Institution
0 Mobile Home Park 0 Hospital
a
• 0 School 0 Church ,
m 0 Restaurant 0 Nursing Home
0 Office ❑ Other (specify):
Permit Number of Downstream Sewer (if known)
100 % Domestic/Commercial
Industrial
Other (specify):
7. Volume of wastewater to be allocated for this particular project: 32.040 gallons per day
*Do not include previously permitted allocations
If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev. 3 04/05

FAST=TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
89 Homes x 360 Gallons/Day (3 Bedroom x 120 Gallons/Bedroom) = 32, 040 Gal/Day
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
12
8
LLI
Z
O ENTER TOTAL LINE LENGTH IN MILES 0.65
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
O Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
• plans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
2
...........
0
LL
Z
Length (feet)
2,014
Gravity or Force Main
(use the pull down menu)
Gravity
1,427 Gravity
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
Z Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan?
Yes ❑ No ❑ N/A
Stormwater? ❑ Yes ❑ No ® N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These lines will be considered high priority and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes? El
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

•
FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
r
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
Z regional office (see instructions for addresses) OR indicate the following:
(i) (self chosen - as shown on
map for cross-reference)
® A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
0ElA Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
LL option for any pump station near a Class C down slope waterbody.
Location ID on Map
C. STREAM
Applicant's Certification:
Name of
Waterbody
County River Basin
Waterbody Stream Waterbody
Classification
Index
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1, Morgan Johnson, attest that this application for East Ridge 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 documentation and attachments are not included, this application package is subject to being
retumed as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215.68, any
person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violation.
1a. 277 c- �..--,ram X- �1
Signing Official Sig ature
2. Professional Engineer's Certification:
1, Charles D. Averette attest that this application for East Ridge has been reviewed by me and is accurate, complete and
consistent with the information in the engineering plans, calculations, and all other supporting documentation 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, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996,
and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000
and the watershed classification in accordance with Division guidance. 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. Note: In accordance with NC
General Statutes 143-215.6A and 143-215.68, any
person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fin%DXAy6604110,000
as
Li
well as civil penalties up to $25,000 per violation.
2a. Charles D. Averette
Professional Engineer Name
2b. Averette Engineering Co., P.A.
Engineering Firm
2c. 712 E. Lakeridge Road
Mailing Address
2d. Raeford
City
2g. 910-488-5656 2h. 910-488-0181
Telephone Facsimile
2e. NC 2f. 28376
State Zip
2i. [e-mail]
E-mail
-F4- a 2 0 0 6
Date
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Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

Averette Engineering Co., P. A.
CIVIL ENGINEERING • LAND SURVEYING • PLANNING
Address:
712 E. Lake Ridge Road
Raeford. NC 28376
Phone: [phone]
Fax: [phone]
Web: www.averette-eng.com
EAST RIDGE
ENGINEER'S REPORT
FOR
SANITARY SEWER MAIN CONSTRUCTION
Owner: Wingate Properties, LLC
Location: Between Dunn Road and 1-95, south of Baywood Road
Fayetteville, North Carolina
Calculations:
This project consists of a total of 89 new homes, each with 3 bedrooms.
89 Homes x 360 Gallons/Day (3 Bedroom x 120 Gallons/Bedroom) = 32,040 Gal/Day
32.040 Gallons/Day Total will be the Peak Flow
Downstream Sewer Evaluation:
There is one existing 15-inch sewer main outfall line receiving the flow from this project.
The existing line is maintained by the Public Works Commission of the City of Fayetteville and
was therefore installed according to minimum design standards as established by the state of
North Carolina.
According to Hobbs, Upchurch & Associates, P.A. Drawing 6 of 45 for the "Eastover
Sanitary Approach Main, the slope for the 15-inch sewer line is 0.15%.
15-inch sewer at 0.15% can carry 1,738,472 Gallons/Day.
The peak flow from this project is 32,040 Gallons/Day.
32,040 Gallons/Day = 0.01843 or 1.843%
1,738,472 Gallons/Day
The peak flow from this project will provide a 1.843% increase in total daily flow to the
existing 15-inch sewer line.
In other words, the existing sewer line at a 0.15% slope can adequately pass the flow
from the equivalent of 4,829 3-bedroom homes. This project will add 89 3-bedroom homes to
this system.
Conclusion:
The proposed residential subdivision consisting of 89 homes will add 1.843% to the
available capacity of the existing 15-inch sewer line.
An evaluation of the entire system is not practical as a part of the design of this project.
The master sewer plan prepared by the Public Works Commission of the City of Fayetteville can
provide information regarding the overall-impat,.
•
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d; DAVID P
,''.../ 1111111111,

3PW4
WILSON A. LACY, COMMISSIONER PUBLIC WORKS COMMISSION
TERRI UNION, COMMISSIONER
LUIS J. OLIVERA, COMMISSIONER OF THE CITY OF FAYETTEVILLE
MICHAEL G. LALLIER, COMMISSIONER
STEVEN K. BLANCHARD, CEO/GENERAL MANAGER ELECTRIC & WATER UTILITIES
February 17, 2006
TO WHOM IT MAY CONCERN:
SUBJECT: Flow Acceptance
955 OLD WILMINGTON RD
P.O. BOX 1089
FAYETTEVILLE, NORTH CAROLINA 28302-1089
TELEPHONE (AREA CODE 910) 483-1401
FAX (AREA CODE 910) 829-0207
This letter is in response to the inquiry regarding the availability of sanitary sewer to
serve the proposed East Ridge Subdivision, located in the Eastover Sanitary District,
Cumberland County.
The Eastover Sanitary District has submitted a permit application for public sewer in this
project. The Public Works Commission has an operation and maintenance agreement
with the Eastover Sanitary District, and has agreed to accept and treat sanitary sewer
from the Eastover Sanitary District. The sewage and wastewater collected by this system
shall be treated in the Fayetteville Public Works Commission Cross Creek Wastewater
Treatment Facility (NPDES Permit No. NC0023957) prior to being discharged into the
receiving stream. The projected flow for this development is 32,040 gallons per day.
The Cross Creek Facility has the capacity to accept the flow generated by this project.
If you have any questions concerning this letter, please call me at [phone].
Very truly yours,
P. BLIC WORKS COMMISSION
`oseph E. Glass, P.E.
Water Resources Engineering Manager
cc: Project File
BUILDING COMMUNITY CONNECTIONS SINCE 1905
AN EQUAL EMPLOYMENT OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER

30/11"
WILSON A. LACY COMMISSIONER
TERRI UNION, COMMISSIONER
LUIS J. OLIVERA, COMMISSIONER
MICHAEL G. LALLIER, COMMISSIONER
STEVEN K. BLANCHARD, CEO/GENERAL MANAGER
Mr. Morgan Johnson
Eastover Sanitary District
P.O. Box 1083
Fayetteville, NC 28302
ELECTRIC & WATER UTILITIES
PUBLIC WORKS COMMISSION
955 OLD WILMINGTON RD
P.O. BOX 1089
OF THE CITY OF FAYETTEVILLE FAYETTEVILLE, NORTH CAROLINA 28302-1089
TELEPHONE (AREA CODE 910) 483-1401
FAX (AREA CODE 910) 829-0207
February 17, 2006 >iA0
Subject: East Ridge Subdivision
Dear Mr. Johnson:
DWQ
Enclosed, please find a flow acceptance letter from PWC for the subject project. In
accordance with the approved plans submitted by Averette Engineering, the amount of
flow that PWC will accept from this project is 32,040 gallons per day.
Should you have any questions or require additional information regarding this project,
please contact Mr. John Allen at [phone]. Your cooperation is appreciated.
Sincerely,
UBLIC WORKS COMMISSION
Joseph E. Glass, P.E.
Manager
Water Resources Engineering
cc: Dave Averette
MiretIt Allen (DENR)
Bill Berry
Project file
BUILDING COMMUNITY CONNECTIONS SINCE 1905
AN EQUAL EMPLOYMENT OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER

WILSON A. LACY, COMMISSIONER PUBLIC WORKS COMMISSION
TERRI UNION, COMMISSIONER
LUIS J. OLIVERA, COMMISSIONER OF THE CITY OF FAYETTEVILLE
MICHAEL G. LALLIER, COMMISSIONER
STEVEN K. BLANCHARD, CEO/GENERAL MANAGER ELECTRIC & WATER UTILITIES
February 17, 2006
TO WHOM IT MAY CONCERN:
SUBJECT: Flow Acceptance
955 OLD WILMINGTON RD
P.O. BOX 1089
FAYETTEVILLE, NORTH CAROLINA 28302-1089
TELEPHONE (AREA CODE 910) 483-1401
FAX (AREA CODE 910) 829-0207
This letter is in response to the inquiry regarding the availability of sanitary sewer to
serve the proposed East Ridge Subdivision, located in the Eastover Sanitary District,
Cumberland County.
The Eastover Sanitary District has submitted a permit application for public sewer in this
project. The Public Works Commission has an operation and maintenance agreement
with the Eastover Sanitary District, and has agreed to accept and treat sanitary sewer
from the Eastover Sanitary District. The sewage and wastewater collected by this system
shall be treated in the Fayetteville Public Works Commission Cross Creek Wastewater
Treatment Facility (NPDES Permit No. NC0023957) prior to being discharged into the
receiving stream. The projected flow for this development is 32,040 gallons per day.
The Cross Creek Facility has the capacity to accept the flow generated by this project.
If you have any questions concerning this letter, please call me at [phone].
Very truly yours,
P . BLIC WORKS COMMISSION
11(e)wi
�i / (.
' oseph E. Glass, P.E.
Water Resources Engineering Manager
cc: Project File
BUILDING COMMUNITY CONNECTIONS SINCE 1905
AN EQUAL EMPLOYMENT OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER