WQ0031650_Application (FTSE)_20070426

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ)
1. Owner:
1 a. Eastover Sanitary District
Z
O lb. Morgan Johnson, Chairman
H Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
2 1 c. The legal entity who will own this system is: Eastover Sanitary District;
It ❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ® Other (specify):
O 1 d. 1610 Beard Road le. Wade
LL Mailing Address City
Z
lf. North Carolina lg. 28395
Z State Zip Code
• lh. 910-323-3973 li. 1j.
Full Legal Name (company, municipality, HOA, utility, etc.)
Telephone Facsimile E-mail
O 2. Project (Facility) Information:
- 2a. Lexington Woods Subdivision, Sections 1, 2, 3 & 4 2b. Cumberland
0- Brief Project Name (permit will refer to this name) County Where Project is Located
< ▪ 3. Contact Person:
• 3a. James M. Kizer, Jr, PE
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 910-484-5191 3c. [e-mail]
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 8(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 ❑ Public Utility (Instruction III)
Z 0 Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction IV)
0 0 Selling units (lots, townhomes, etc. - go to Item B(2b))
F— 3. PWC of Fayetteville
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Cross Creek 4b. NC0023957
ENGINEERS
PLANNERS
SURVEYORS giliA
MOORMAN, KIZER & REITZEL, INC.
PAY
TO THE
ORDER
OF:
115 Broadfoot Ave.
P.O. Box 53774
Fayetteville, NC 28305
[phone]
Memo: Lexington Woods
Four Hundred and 00/100 Dollars
NCDENR
BRANCH BANKING AND TRUST COMPANY
FAYETTEVILLE, NORTH CAROLINA
66-112-531
23955
23955
DATE AMOUNT
Apr 24, 2007
******$400.00
y
ThbizA),?i ;/5"ri-
1110002395S" 1:053L01L2Li:000L35100757Le

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 1
GOQs'
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.
® V. 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 Tine 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.

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.
0 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
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell,
Cherokee, Clay, Graham, Haywood,
Henderson, Jackson, Macon, Madison,
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett,
Hoke, Montgomery, Moore, Robeson,
Richmond, Sampson, Scotland
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba,
Cleveland, Gaston, IredeU, Lincoln,
Mecklenburg, Rowan, Stanly, Union
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance,
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bertie, Camden, Chowan,
Craven, Currituck, Dare, Gates, Greene,
Hertford, Hyde, Jones, Lenoir, Martin,
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin,
New Hanover, Onslow, Pender
Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, North Carolina 27107
[phone]
[phone] Fax
Alamance, Alieghany, Ashe, Caswell,
Davidson, Davie, Forsyth, Guilford,
Rockingham, Randolph, Stokes, Suny,
Watauga, Wilkes, Yadkin
For more information, visit our web site at: htfp://h2o.enrstate.nc.us/pe►cs/

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
Q Telephone Facsimile E-mail
V 2. Project (Facility) Information:
d2a. Lexington Woods Subdivision, Sections 1, 2, 3 & 4 2b. Cumberland
IL Brief Project Name (permit will refer to this name) County Where Project is Located
< 3. Contact Person:
Q 3a. James M. Kizer, Jr, PE
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 910-484-5191 3c. [e-mail]
Full Legal Name (company, municipality, HOA, utility, etc.)
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: IA1Q00316 5�
(to be completed by DWQ) ■�
1. Owner.
1 a. Eastover Sanitary District
Z
O 1 b. Morgan Johnson, Chairman
H Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
2 1 c. The legal entity who will own this system is: Eastover Sanitary District
et ❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership 0 Corporation ® Other (specify):
O 1 d. 1610 Beard Road le. Wade
IL Mailing Address City
Z
lf. North Carolina lg. 28395
Z State Zip Code
O lh. 910-323-3973 li. 1 j.
B. PERMIT INFORMATION
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))
3. PWC of Fayetteville
❑ Public Utility (Instruction III)
❑ Homeowner Assoc./Developer (Instruction IV)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Cross Creek 4b. NC0023957
Name of WWTF WWTF Permit No.
5a. PWC of Fayetteville 5b. 12" ❑ Gravity 5c.
Owner of Downstream Sewer ',Receiving Sewer Size ® Force Main Permit Number of Downstream Sewer (if known)
6. The origin of this wastewater is (check all that apply):
® Residential Subdivision 0 Car Wash
❑ Apartments/Condominiums ❑ Institution
❑ Mobile Home Park 0 Hospital
0 School 0 Church
❑ Restaurant ❑ Nursing Home
❑ Office 0 Other (specify):
% Domestic/Commercial
% Industrial
% Other (specify):
. Volume of wastewater to be allocated for this particular project: 50400 gallons per day
*Do not include previously permitted allocations
8. If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
Z
0
H
2
0
LL
Z
2
W
a
m
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(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
140 single family homes © 360 GPD = 50400 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8"
6"
ENTER TOTAL LINE LENGTH IN MILES
Length (feet)
11158'
2920
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on
plans for cross-reference)
STA 0+00 SS Lift Station
Design Flow
(MGD)
0.074 MGD
(AVG Daily
Flow)(73,800
GPD)
(284,130 GPD
Peak)
Operational Point
GPM@TDH
210 GPM © 133.3'
TDH
Gravity or Force Main
(use the pull down menu)
Gravity
Force Main
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portable generator w/telemetry; 4-wet well storage)
2-Permanent Generator w/ ATS
Based on serving 140 Tots in the St James Park
Subdivision plus 65 potential additional Tots that
Are in the surrounding area. The 65 additional Tots
will be permitted some later date.
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?
® 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? 0 Yes 0 No
Sedimentation and Erosion Control Plan? ® Yes 0 No
® N/A
0 N/A
Stormwater? ® Yes ❑ No ❑ N/A
14. Does this project involve aerial lines or siphons? Check if yes: 0
These lines will be considered hiah priority and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes? 0
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..

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
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
regional office (see instructions for addresses) OR indicate the following:
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on
map for cross-reference)
0+00 SS Lift Station
Name of
Waterbody
Gum Log Canal
Tributary to
Locks Creek
County River Basin
Cumberland Cape Fear
Waterbody Stream Waterbody
Index Classification
18-28 C
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
la.
1, Morgan Johnson, attest that this application for Lexington Woods Subdivision Sections 1, 2, 3 & 4 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 returned as incomplete. Note: In accordance with North Carolina General Statutes 143-
215.6A and 143-215.6B, 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.
v �t—� G", • e J
Signing Official Signature
2. Professional Engineer's Certification:
-- 4)
2u er7
Date
I attest that this application for Lexington Woods Subdivision, Sections 1, 2, 3 & 4 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
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. James M. Kizer, Jr., PE
Professional Engineer Name
2b. Moorman, Kizer & Reitzel, Inc.
Engineering Firm
2c. 115 Broadfoot Avenue
Mailing Address
2d. Fayettteville
City
2e. NC 2f. 28305
State Zip
2g. 910-484-5191 2h. 910-484-0388 2i. [e-mail]
•
Telephone Facsimile E-mail

,rssir �
a
O Q.` rt
-
u
''�
la
la
•
N35°-5.5'
N35
A ,
,
+
j
• 0
, +;r.`` •
y �.
•
..
•
'
f
..
�%
ri
. 1V`
a
%1
,r
q y
/ "
01 1
l
f`%.
-
1M
11
A s
Si
r�
•
o
•
■
`
5'
-
,-
/
i�•
.
"six
crire
N.
:l-
•
/ A . v�
` VII
IN
•
\,. 4101
r
NBjq�t' S
•1
�--
'1,....c
,,
•
i
la
g0_.' '''
'.
o
` t4
.4.,.....—
/
°
4
�•'Cem
r
1
o 1 ,
•
a r i'kli•
‘t t t
•
Q
3-D TopoQumr6 Copyright ®1999 DeLorme Yarmouth, ME 040% Source Data: USGS 1---•15o0 it Seale: 1 : 12,800 Detail 14-0 Datum: NAD27

WILSON A. LACY, COMMISSIONER PUBLIC WORKS COMMISSION 955 OLD WILMINGTON RD
TERRI UNION, COMMISSIONER PO. BOX 1089
OF THE CITY OF FAYETTEVILLE
LUIS J. OLIVERA, COMMISSIONER FAYETTEVILLE, NORTH CAROLINA 28302-1089
MICHAEL G. LALLIER, COMMISSIONER TELEPHONE (AREA CODE 910) 483-1401
STEVEN K. BLANCHARD, CEO/GENERAL MANAGER ELECTRIC & WATER UTILITIES FAX (AREA CODE 910) 829-0207
April 19, 2007
Mr. Morgan Johnson
Eastover Sanitary District
1610 Beard Road
Wade, NC 28395
Subject: Proposed Lexington Woods Subdivision (formerly St. James Park)
Dear Mr. Johnson:
Enclosed, please find a flow acceptance letter from PWC for the subject project. In
accordance with the approved plans submitted by Moornan, Kizer, and Reitzel, the
amount of flow that PWC will accept from this project is 50,400 gallons per day. Please
note that this flow was previously permitted as part of the Eastover Approach Main
project.
Should you have any questions or require additional information regarding this project,
please contact Mr. John Allen at [phone]. Your cooperation is appreciated.
Sincerely,
PUBLIC WORKS COMMISSION
Joseph E. Glass, P.E.
Manager
Water Resources Engineering
Enclosure
cc: Tr nt Allen (DENR)
Kmmy Kizer
Bill Berry
Project file
BUILDING COMMUNITY CONNECTIONS SINCE 1905
AN EQUAL EMPLOYMENT OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER

WILSON A. LACY, COMMISSIONER PUBLIC WORKS COMMISSION 955 OLD WILMINGTON RD
TERRI UNION, COMMISSIONER P.O. BOX 1089
LUIS J. OLIVERA, COMMISSIONER OF THE CITY OF FAYETTEVILLE FAYETTEVILLE, NORTH CAROLINA 28302-1089
MICHAEL G. LALLIER, COMMISSIONER TELEPHONE (AREA CODE 910) 483-1401
STEVEN K. BLANCHARD, CEO/GENERAL MANAGER ELECTRIC & WATER UTILITIES FAX (AREA CODE 910) 829-0207
April 19, 2007
TO WHOM IT MAY CONCERN:
SUBJECT: Flow Acceptance
This letter is in response to the inquiry regarding the availability of sanitary sewer to
serve the proposed Lexington Woods subdivision, located in the Eastover Sanitary
District, Cumberland County.
The projected flow for this project has previously been permitted under DWQ Permit No.
WQ0022859, issued July 23, 2003, for the Eastover Approach Main. The projected flow
for the Lexington Woods subdivision is 50,400 gallons per day. PWC has the capacity to
accept the flow generated by the Lexington Woods subdivision.
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 50,400 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 contact me at [phone].
Very truly yours,
PUBLIC 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

April 24, 2007
Mr. Jim Barber
NCDENR Division of Water Quality
225 Green Street
Suite 714, Systel Building
Fayetteville, N.C. 28301
Re: Fast Tract Sewer Application
Gravity Sewers, Force Main and Lift Station Associated With the
"LEXINGTON WOODS" Subdivision, Sections 1, 2, 3 & 4
Eastover Sanitary District, Cumberland County, NC
Dear Mr. Barber:
ENGINEERS
PLANNERS , J.
SURVEYORS .— __...i �� ARIL
MOORMAN, KIZER & REITZEL, INC.
fro
115 Broadfoot Ave.
P.O. Box 53774
Fayetteville, NC 28305
[phone]
Fax:[phone]
www.mkrinc.com
RECEIVED
APR 2 6 W
DENR - FAYETTEVILLE REGIONAL OFRCE
Enclosed is an original and copy of the sewer application form along with the application fee and
PWC Flow Acceptance Letter for the proposed "LEXINGTON WOODS" Subdivision, Sections
1, 2, 3, & 4 for your review and approval. This project is located off of Middle Road (SR 1728)
and Underwood Road (SR 1730) in the Eastover area of Cumberland County. The project will be
part of the Eastover Sanitary District, which is maintained and operated by PWC here in
Fayetteville.
This subdivision consists of 140 single-family residential lots. The average lot size is one acre.
The sewer infrastructure will consist of the gravity sewer mains to accommodate the lots and the
lift station and force main necessary to convey the sewage to the existing force main that runs
along Underwood Road (SR 1730). The design of the project lift station and force main has been
coordinated with the existing force main to insure that the appropriate flows and velocities from
the project can be pumped into the existing system without problems. The design has therefore
been reviewed by PWC and the design engineer for the Eastover Sanitary District to insure that
all applicable guidelines and requirements are met. The lift station and force main have been
sized to accommodate some additional flow from the surrounding area in addition to that
expected from the "LEXINGTON WOODS" Subdivision itself. Therefore, it is anticipated that
the lift station and force main as designed can accommodate 210 - 205 single family lots
dependent upon the size of the houses.
It is anticipated that this project will be constructed in phases, with the first phase consisting of 26
lots, the gravity sewer necessary to service those lots, and the lift station and force main to
convey the sewage to the existing infrastructure in the area. Partial certifications will therefore be
completed as construction progresses on the development, with all applicable submittal
information being submitted at that time.
I would appreciate you reviewing this application submittal for the "LEXINGTON WOODS"
Subdivision, Sections 1, 2, 3, & 4 and issuing your approval as soon as possible. Feel free to give
me a call if you have any questions or need anything further at this time.
Sincerely,
MAN, R : REITZEL, INC.