WQ0043628_Application (FTSE)_20220714

D&L Engineering, PLLC
Transmittal
July 13, 2022
NCDEQ
Division of Water Resources
225 Green Street
Fayetteville, N.C. 28301
Attn: Trent Allen
Ref: Seventh Street Sewer Improvements - City of Raeford, NC
Sewer Permit Application
Please find attached:
Cover letter, sewer permit application, downstream sewer evaluation, flow tracking
form, USGS map, street view map and the fee check.
If you have any questions or need any additional information, please feel free to
contact this office.
DOUBLE D ENGINEERING, PLLC
Lee Humphrey, Project Manager
150 S. Page Street Southern Pines, NC 28387 PH: [phone]
Firm No. P-2587

I
State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:�j�aHl)(016 be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: City of Raeford (company, municipality, FICA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Dennis Baxley per 15A NCAC 02T .0106(b)
Title: City Manager
4. Applicant's mailing address: 315 N. Main Street.
City: Raeford State: NC Zip: 28376-
5. Applicant's contact information:
Phone number: 910) 875-8161 Email Address: dbaxlev@,taefordnc.org
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
EG mV/EL)
JUL 1 M 2022
1.,0 qq,,
DWNETTEVILLE REGIONALOFFIGE
1. Project name: Sewer Improvements to serve Seventh Avenue
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: Hoke
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.3530' Longitude:-79.1318°
5. Parcel ID (if applicable): 694351801164
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: David T. Upchurch, PE License Number: 9570
Firm: D & L Envineering, PLLC
Mailing address: 150 S. Page Street
City: Southern Pines State: NC Zip: 28387-
Phone number: (9684-8646 Email Address:
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: City of Raeford W WTP Permit Number: NCO026514
Owner Name: City of Raeford - Dennis Baxley
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): WQCS_
Owner Name(s): City of Raeford
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?
❑ 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 ®N/A
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement (FORM: FICA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow',b
No. of Units
Flow
Single Family Residence
360 gat/day
6
2160 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
2160 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.0114] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 2160 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
8 669 PVC
➢ 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
VIH. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROTECT
1. Pump station number or name
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude:
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
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

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & W ® Yes ❑ No
➢ 15A NCAC 02T 0305 contains minimum se arations that shall be movided for sewers stems:
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
Anv buildinR 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 weboage
➢ 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) ❑ Yes ❑ No ®N/A
➢ 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
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 0213.0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® 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 ❑ N/A
➢ 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

X. 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:
s name from Application Item IIi.I
that this application for
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 143-215.613, 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. `o,I 111,
�._ ..
North Carolina Professional Engineer's seal, signature, and date:
MIA
3. Applicant's Certification per 15A NCAC 02T .0106(b):
s� G'�' "—a attest that this application for
!Signature Avthoritv's na a title from A nlication Item I. .
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 143-215.613, 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: Date: ;F %.2 — Z '2--
FORM: FTA 04-16 Page 5 of 5

RECEIVE
OF V AT4S�, State of North Carolina
JUL 14 2EDepartment of Environment and Natural Resources
�7 Division of Water Quality
:D YErr --- LEREGIONAL OFFICt
n �hnv Trac►cing/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: City of Raeford _r _
Project Name for which flow is being requested: Sewer Imp-rovement to serve Seventh Ave.
Afore than one I I NE-I0,0- rntm he requiredfin- a single proicet ,/ the ouotcr of the 1 i'It'7P is nut responsible far till
paurp stations along the route O/ dw Proposed wasterralerflow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: _^Cite of Raefcnd — -- ---
b. WWTP Facility Permit #1: __,__NC0026.S I4_._--
All flows are in MGD
C. WWTP facility's permitted [low 1•00 ^.__
cl. Estimated obligated Clow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow 1.24
is `total now l'or this specific request 00216
g. Total actual and obligated flows to the facility
h, Percent ol')iermilted Ilow used __.---.100% _
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 Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
II1, Certification Statement.:
1. DCortis l3axley, certify that. to the best ol'my knowledge_ the addition of the volume of wastewater to
be permitted in this project has been evaluated along the route to the rec wing wastewater treatment
facility nrd that the Clow firom This protect is not anticipelecl to cause any capacity related sanitary sewer
overflows or overburden any downstream pump station en route to [he receiving treatment plant under
normal circumstances. This allalvsis, has been performed in accordance with local established policies and
procedures using the best available data. -1 his certification applies to those items listed above in Sections I
and Il for which I am the responsible party. Signature of }his form indicates acceptance ol'this
wastewater flog+ 1
si tain,+Officialsignalure Owe

Downstream Sewer Evaluation
Sewer Improvements to serve Seventh Avenue, Raeford, North Carolina
8" Diameter PVC Pipe at 0.40% grade
6 Single Family Townhomes at 360/GPD = 2160 GPD
3240 gpd times 2.5 Peak Factor = 5400 gpd
Current Average Daily Flow 105 Homes at 180 gpd x 2.5 peak factor=47,250 gpd.
MODEL:
Input Parameters
Data
Manning n for material
0.012
Slope (ft/ft)
0.005
Pipe diameter (in)
8
Slope min. (8"-18" pipe)
0.004
Slope min. (21"-36" pipe)
FALSE
Output
Pipe Diameter (ft)
0.667
X-sex area (1/2-full)
0.174
Hydraulic Radius
0.167
Hydraulic Radius A 2/3
0.303
Slope A 1/2
0.071
Velocity (ft/s)
2.659
Flow (cfs)
0.464
Flow (gps)
3.470
Flow (gpd) ',1/2 Pipe
299,815
Flow (gpd) 3/4 Pipe
449,722
Flow (gpd) Full Pipe
599,630
Existing Gravity Sewer has sufficent capacity to handle current and future flow.
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JUL 14
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JUL 14 2022
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Project Cover Letter
Sewer Improvements to serve Seventh Avenue, Raeford, North Carolina
The new 8" gravity sewer mains to serve the Sewer Improvements to serve Seventh Avenue Project will
connect to an existing Town of Raeford 8" Gravity Sewer manhole located along Seventh Avenue. The
new 8" gravity sewer main will cross Seventh Street and extend 669 If with 3 new 4' dia. Manholes. The
Sewer Improvements to serve Seventh Avenue will serve 6 single family home sites to be subdivided
along Seventh Street @ 360 gpd/home for a total proposed flow of 2,160 gpd.
Downstream Sewer Evaluation
The existing 8" gravity main located at the intersection of Eighth Avenue and Johnson Street has the
capacity to carry the additional proposed sewer flow with additional capacity to spare.
JUL 14 2022
DEWAYETTEVILLE REGIONAL OFFICE

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application NumberlgW°° "`uo be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: City of Raeford (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: Dennis Baxley per 15A NCAC 02T .0106(b)
Title: City Manaeer
4. Applicant's mailing address: 315 N. Main Street. E�
City: Raeford State: NC Zip: 28376-_ JUL M�
'
5. Applicant's contact information:
Phone number: 910 875-8161 Email Address: [e-mail]
p�pYETTEVILIER IONALOFFIC-r
II. PROJECT INFORMATION:
1. Project name: Sewer Improvements to serve Seventh Avenue
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: Hoke
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.3530' Longitude:-79.1318'
5. Parcel ID (if applicable): 694351801164
(or Parcel ID to closest downstream sewer)
IIl. CONSULTANT INFORMATION:
1, Professional Engineer: David T. Upchurch PE
Firm: D & L Engineering, PLLC
Mailing address: 150 S. Page Street
City: Southern Pines State: NC
{ D & L ENGINEERING PLLC
j 150S PAGEST
SOUTHERN PINES, NC 28387
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License Number: 9570
Zip: 28387-_
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DATE ZZ 66-456/531
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