WQ0040138_Permit and application_20180724

Water Resources
ENVIRONMENTAL QUALF'tV
July 24, 2018
Connie Spell, General Manager
Eastover Sanitary District
3876 Dunn Road
Eastover, NC 28312
Subject: Permit No. WQ0040138
Eastover Sanitary District
I-95/Exit 58 Business Development — Phase 1
Wastewater Collection System Extension Permit
Cumberland County
Dear Mr. Spell:
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
LINDA CULPEPPER
Interim Director
In accordance with your application received July 2, 2018, we are forwarding herewith Permit No.
WQ0040138 dated July 24 2018, to Eastover Sanitary District for the construction and operation upon
certification of the subject wastewater collection system extension. This permit shall be effective from
the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be responsibility of the Permittee to ensure that the as -constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
225 Green Street, Suite 714, Fayetteville, NC 28301
Phone: [phone] \ Internet: www.ncwaterqualityorg
An Equal Opportunity \ Affirmative Action Employer — Made in part by recycled paper

STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
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 the
Eastover Sanitary District
Cumberland County
for the construction and operation of approximately 1,117 linear feet of 8-inch gravity sewer as part of
the I-95/Exit 58 Business Development — Phase 1. project, and the discharge of 19,270 gallons at collected
domestic wastewater into the Cross Creek WWTP existing sewerage system, pursuant to the application
received July 2, 2018 and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting data subsequently filed and approved by the Department of Environmental Quality 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 specified
conditions and limitations contained therein.
Trent Allen, Regional Supervisor
Division of Water Resources, NCDEQ
By Authority of The Environmental Management Commission
Permit Number: WQ0040138
Permit Issued: July 24, 2018
Page 3 of 8

a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life ofthe system.
5. The Permittee shall report by telephone to a water resources staff member at the Fayetteville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24
hours, following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12,1996 as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as
applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or Local
government agencies which have jurisdiction or obtaining other permits which maybe required by the
Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

Central Files: APS _ SWP
7/24/2018
Permit Number WQ0040138 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
johnathan.watts
Coastal SWRuIe
Permitted Flow
19,270
Facility
Version
1.00
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
I-95/Exit 58 Business Development - Phase 1
Location Address
Owner
Major/Minor Region
Minor Fayetteville
County
Cumberland
Facility Contact Affiliation
Owner Name
Eastover Sanitary District
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Connie Spell
3876 Dunn Rd
Fayetteville
NC 28312
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
7/24/2018 7/2/2018 7/24/2018 7/24/2018
Regulated Activities Requested /Received Events
Wastewater collection Additional information requested
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Eastover Sanitary District (company, municipality, HOA, utility, e
2. Applicant type: 0 Individual ❑ Corporation 0 General Partnership
0 Federal ❑ State/County ® Municipal
3. Signature authority's name: Connie Spell per 15A NCAC 02T .0106(b)
Title: General Manager
4. Applicant's mailing address: 3876 Dunn Road
City: Eastover State: NC Zip: 28312-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
et
II. PROJECT INFORMATION:
1. Project name: I-95/Exit 58 Business Development - Phase 1
2. Application/Project status:
JAL Jl jVo_.. �d
OEQJfl R
JUL 0 2 2018
% : cod.
WORDS
"AN""7'f=1T°l t r v:37. 'rrb.. ,AA 2. OFFICE
❑ Privately -Owned Public Utility
❑ Other
Z Proposed (New Permit) 0 Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date:
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Cumberland
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.121734° Longitude: -78.752607°
n....,, 1 it !;; nnr.•n61a1• na7o-AQ-7444
ATKINSON 58'INC
3005 W STH STREET
LUMBERTON, NC, 28358
PAY
TO THE
ORDER OF
�I�C+ Ls G►
1. Permit Number s).
uownstream trceccivn g) acW„L.
System Wide Collection System Permit Number(s) (if applicable): WQCSD0552
Owner Name(s): Eastover Sanitary District
66-7162/2531:
DOLLARS
FORM: FTA 04-16
Page 1 of 5

REUdvtL
DEQIDIAIR
JUL 0 2 2018
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources WQRotSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
FAYLTTF;,°'.;.17 .11CMVJ, oF; icE
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T, 15A NCAC 02T .0300, Division policies and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for fiat technical review):
➢ Projects that require an environmental assessment in accordance with 15A NCAC 1C .0100;
➢ Projects that do not meet any part of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the requirements of 15A NCAC 2T;
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPs) or simplex grinder pumps;
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
General— When submitting an application, please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
• Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
> Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item II.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
• The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 1 of 3

Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
El Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
➢ Location of the project (gravity sewer, pump stations & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
N Include a street level map showing general project area.
G. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump
stations' storage capacities and the rotation schedule of the portable power source or pump, including travel
timeframes, shall be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, 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
Water Quality Section
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Water Quality Section
Mooresville Regional Office
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Water Quality Section
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
Water Quality Section
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
Water Quality Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Water Quality Section
Winston-Salem Regional Office
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
Water Quality Section
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: W(00Y0 [3`6 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Eastover Sanitary District (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Connie Spell per 15A NCAC 02T .0106(b)
Title: General Manager
4. Applicant's mailing address: 3876 Dunn Road
City: Eastover State: NC Zip: 28312-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: I-95/Exit 58 Business Development - Phase 1
2. Application/Project status:
® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date:
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Cumberland
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.121734° Longitude: -78.752607°
5. Parcel ID (if applicable): 0479-49-2444
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Andrew Hodge, PE
Firm: Adams and Hodge Engineering, PC
Mailing address: 335 Athletic Club Blvd
City: Clayton State: NC Zip: 27527-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Cross Creek W WTF-PWCPermit Number: NC0023957
Owner Name: Eastover Sanitary District
License Number: 21094
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCSD0552
Owner Name(s): Eastover Sanitary District
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
D Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ZN/A
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ZN/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
❑ Residential Leased
❑ School / preschool / day care
® Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
),Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
❑ Car Wash
® Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
❑ Yes ❑ No
Z No
Establishment Type (see 02T.0114(0)
Daily Design Flow a,b
No. of Units
Flow
Hotel
120 gal/room/day
96 rooms
11,520 GPD
Convenient Store without food Prep
250 gal/PF/day
15 PF
3,750 GPD
Coffee Shop
40 gal/seat/day
50 seats
2,000 GPD
Fast food
40 gaUseat/day
50 seats
2,000 GPD
gal/
GPD
gall
GPD
Total
19,270 GPD
a See 15A NCAC 02T .0114(b) (d) (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 19,270 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
981
PVC
8"
136
DIP
> Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: #3 Existing Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.1241° Longitude: -78.7495°
3. Design flow of the pump station: 0.115 millions gallons per day (firm capacity) New 0.129 mgd
4. Operational point(s) of the pump(s): 80 gallons per minute at 62 feet total dynamic head (TDH) New 100gpm @ 75' head
5. Summarize the force main tobe permitted (for this Pump Station): *Upgrade pumps by revising the
belts & pulleys to increase speed
and capacity. See attached pump
curve.
Size (inches)
Length (feet)
Material
4 - Existing
6381
PVC
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
> If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

▪ I$. f SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(fl & (g)
> 15A NCAC 02T.0305(fj contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
> If noncompliance with 02T.0305(f) or (g) see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation)
> See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
® Yes ❑ No
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? Z Yes ❑ No
Per 15A NCAC 02T.0105(c)(6) directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402 "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ®No
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version) and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
7/0: attest that this application for
(Professional Engineer's name from Application Item III. 1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering 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 (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, 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 General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package 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 $25,000 per violation. ttttttttttttttttttttt
/ a FS8/p 0$
e SE 9
s 21094
t,�9Z0�c�)�,
North Carolina Professional Engineer's seal, signature, and date:
•
011110
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I '_fee (( 6je,,Cep-et-(Art attest that this application for
(Signature Authority's name & title from Application Item1.3.)
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. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package 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.
Signature:
11/X/7.LPJ4021-0,
Date: /! / w /A6
FORM: FTA 04-16 Page 5 of 5

Specification Data
SECTION 55, PAGE 1000
STANDARD
3.00-8 NPT
DISCHARGE FLANGE
27.04
C686.8]
TO ASA
FLANGE
22.23
27.07 [561,6]
C687,6] 17,00
TO DIN [4318
FLANGE
111
2.75
69,8]
APPROXIMATE
DIMENSIONS and WEIGHTS
11.57
OPTIONAL 293,93
3.00 ASA OR 80 TO DIN
MM DIN 2527 PN16 FLANGE
SUCTION/DISCHARGE
SPOOL FLANGES
STANDARD
3.00-8 NPT
SUCTION FLANGE
26.38
[670,1]
APPROX.
7.75
15.50 1196,8] L .75
[393.73 E19.01
17.00
C431,8]
NET WEIGHT: 404 LBS. (183 KG.)*
SHIPPING WEIGHT: 452 LBS. (205 KG.)*
EXPORT CRATE: 19.3 CU. FT. (0,55 CU. M.)
*ADD 10 LBS. (4,5 KG.) `N/EACH SPOOL FLANGE
11.54
[293,1]
TO ASA
FLANGE
9.00
[228,6]
+18.00/C457,2] RECOMMENDED FOR
REMOVAL OF BACK COVER PLATE
7.50/[190.5] REQUIRED FOR
REMOVAL OF BACK COVER PLATE
.38 X .19 x 3.00
[9,63 [4,8] [76,2] LG.
USEABLE KEYWAY
4.00
[101,6]
APPROX.
DIA.
7.50
C190, 5]
69/[17,5] DIA.
4 HOLES
11.16
[284,2]
26.7 [6626,1] APPROX.
.APPROX. OVERALL TO
[6927123,6] SST RELEIF VALVE
28.80 APPROX. 28.83 APPROX
[731,5] E732,33
TO ASA TO DIN
FLANGE FLANGE
OPTIONAL ASA OR DIN STANDARD SUCTION & DISCHARGE SPOOL FLANGES AVAILABLE
Gil
GORMAN•IIUPP
PUMPS
36
32 44
0
TOTAL HEAD
M PSI
44
40
FT
60 14
56 13
52 12
48 11
28 40 9
36
24 8
32
7
20 28
6
24
16 5
20
12 16 4
12 3
8 2
4 1
8
4
RPY
FEET
IETERS
5 050
1.51A2.43A 4.0
WI6.c ISTS
150
16 15
4.9 5,5
135014501550
19
5.8
20
6.1
21
8A
1650-175011550-P150
fl 95
6.7 7.6
Nitro NFU rw.5'.d Prior to u rw mow table.
CO NOT use as worms Suakin LIM.
2.50'/L63,5 MM] DIA. MAX. SPHERICAL SOLIDS
is 7F=-
4L.__ -.... ........ .........
PERFORMANCE CURVE
11405E CURVE T3A-B-4
VOLUTE
IMPELLER 11406 MODEL T3A-B
SIZE 3'X3' IMP.DIA. 6.75'
SP.GR. 1.0 RpM NOTED
RA
4..2 me
5
Select performance within
la N
U.S.GALLONS - in 0 in r 0 in 0 ul 0 in 0 � 0 In 0 ,n 0 ul 0 v+ 0
PER MINUTE N N 0 CU in it- 0-' NN N N N rn n n MI 0 CO or v in
LITRES O N P (9 00 O CM V LP 00 0 N v CD 00 O N
PER SECOND NNNNNNNNN
CUBIC METRES o 0 0 0 0 0 0 0 0 0 o O
PER HOUR N 'n co r- on on O T-1-07-R
FT M
30 a
20 6
10 4
2
GORMAN-RUPP PUMPS
www.grpumps.com
Specifications Subject to Change Without Notice
0
PUMPS
Printed in U.S.A.
© Copyright by the Gorman -Rupp Company 2016

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: EASTOVER SANITARY DISTRICT
Project Name for which flow is being requested: I-95 Business Park
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit #:
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
0.01927
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump
Station Firm
(Name or Capacity, *
Number) MGD
ESD #3 0.144
(A)
Design
Average Daily
Flow**
(Firm / pf),
MGD
(B) (C)
Obligated,
Approx. Not Yet
Current Avg. Tributary
Daily Flow, Daily Flow,
MGD MGD
0.0576 .006808
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated
Flow
Available
Capacity***
.0450 0.0518 0.0058
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Eastover Sanitary District
Downstream Permit Number: WQCSD0552
Page 1 of 6
FTSE 04-16

IIE Certification Statement:
I Connie Spell, General Manager certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
12/6/,2ai7 4%
L. x4e
Signing Official Sign Lure Date
Page 2 of 6
FTSE 04-16

DARSWEIL L. ROGERS, COMMISSIONER
WADE R. FOWLER, JR., COMMISSIONER F PO
EVELYN O. SHAW, COMMISSIONER �1�JV� ' ) .+
D. RALPH HUFF, III, COMMISSIONER
DAVID W. TREGO, CEO/GENERAL MANAGER
Ms. Connie Spell
District Manager
Eastover Sanitary District
3876 Dunn Road
Eastover, NC 28312
Subject:
I-95 Business Park
Dear Ms. Spell:
OWN UTILITY
December 21, 2017
FAYETTEVILLE PUBLIC WORKS COMMISSION
955 OLD WILMINGTON RD
P.O. BOX 1089
FAYETTEVILLE, NORTH CAROLINA 28302-1089
TELEPHONE [phone]
W WW.FAYPWC.COM
Enclosed, please find a flow acceptance letter from PWC for the subject project. The
amount of flow that is associated with this permit is 19,270 gallons per day. PWC has
reviewed and approved the sewer application for the above referenced project.
Upon completion of the project, please forward a copy of the as built plans to PWC for
use in our records.
Should you have any questions or require additional information regarding this project,
please contact Mr. Sam Powers at [phone]. Your cooperation is appreciated.
cc: Project file
Sincerely,
PUBLIC WORKS COMMISSION
r
oseph E. Glass, P.E.
Manager
Water Resources Engineering
BUILDING COMMUNITY CONNECTIONS SINCE 1905
AN EQUAL EMPLOYMENT OPPORTUNITY EMPLOYER

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Eastover Sanitary District
Project Name for which flow is being requested: I-95 Business Park
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Cross Creek Wastewater Treatment Facility
b. WWTP Facility Permit #: NPDES NC0023957
allows are in MGD
25.0
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
2.0823
11.9
0.0193
14.0016
56.01
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump
Station Firm
(Name or Capacity, *
Number) MGD
#87 -
Eastover #1 0.3283 0.1313
(A)
Design
Average Daily
Flow**
(Firm / pfl,
MGD
#88 -
Eastover #2 1.2456 0.4982
#33 - Cargill 1.2024 0.4810
(B) (C)
Obligated,
Approx. Not Yet
Current Avg. Tributary
Daily Flow, Daily Flow,
MGD MGD
0.0132 0.0193
Total Current
Flow Plus
Obligated
Flow
(D)=(B+C) (E)=(A-D)
Available
Capacity***
0.0325 0.0988
0.1707 0.0193 0.1900 0.3082
0.3326 0.1265
0.4591 0.0219
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): PWC/Fayetteville Collection System
Downstream Permit Number: WQCS00007
Page 1 of 6
FTSE 04-16

'• • III. Certification Statement:
I Joseph E. Glass, P.E. certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
i s, p_A,-,7
Signing`/%fficfal Signature Date
Page 2 of 6
FTSE 04-16

(P _
r G
STREET LEVEL MAP
Town of Linden
Town of Falcon Water Lines
Spring Lake Water Lines
Town of Godwn Water Lines
III
Municipal Boundaries
Cumberland County Water Lin
0 I

Cena ADAMS HODGE
June 27, 2018
Ted Cashion
NC DWQ
3800 Barrett Dr
Raleigh, North Carolina 27609
Subject: I-95/Exit 58 Business Development — Phase 1
Cumberland County
REUtltitO
©.EQ/DWR
JUL 0 2 2018
WQRQS
PAYETTEVII.LE REGIONAL OFFICE
Attached is a complete Application for Gravity Sewers, Pump Stations, and Force Mains, which
includes the following:
1. Complete Fast Track Application for Gravity Sewers, Pump Stations, and Forcemains
(Form FTA 04-16), signed by the Engineer and Applicant
2. $480.00 Check for Application Fee
3. Flow Tracking/Acceptance for Sewer Extension (Form FTSE 04-16)
4. USGS Quad Map showing approximate site location
5. Street Level Map
This application is for an extension of the gravity sewer system of the Eastover Sanitary Sewer
District to serve the I95/Exit 58 Business Development. This extension will add approximately 1,1171f
of 8" gravity sewer and will connect to existing gravity sewer installed in the R/W of HWY13 permit
#PWC 2007-W033. The sewer system will serve a hotel, C-store with two small restaurants attached,
which is the basis of flow for this project. The downstream pump station #3 owned and operated by
Eastover Sanitary District will be upgraded by installing new belts and pulleys to increase the speed and
capacity of this station to handle this additional flow. Documentation is enclosed.
If you have any questions or comments, please give me a call at 919-369-1938 or
email to [e-mail].
Sincerely,
Andrew Hodge, PE
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06/27/2018
ADAMS & HODGE ENGINEERING, PC • 314 East Main Street, Clayton, NC 27520 • Office: 919-763-7278 • Firm License # C-4187