WQ0044715_Application (FTSE)_20230825

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: (9)0) 684-8646
Firm No. P-2587

OF W ATF9 State of North Carolina
O� �G Department of Environment and Natural Resources
0 Division of Water Quality
o Flow Tracking/Acceptance for Sewer Extension Permit Applications
(i. fSE—10l07)
Project Applicant Name: City of Raeford
Project Name for which flow is being requested: Sewer Improvement to serve Seventh Ave.
More than one F ..SE-10!07 may he required for a single project if the otmer of the W fV'l'P is not responsible for all
pump stations along the route c fthe proposed wastewaternow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Raeford
b. WWTP Facility Permit #: _NC0026514
All flows are in MGD
c. WWTP facility's permitted flow T 3.00
d. Estimated obligated flow not yet tributary to the WWTP 1.76
e. WWTP facility's actual avg. flow 1.24
E 'Total flow for this specific request .00108 _
g. Total actual and obligated flows to the facility 3.00
h. Percent of permitted flow used __t00%
11. Complete this section for each pump station you arc 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
III. Certification Statement:
1.. Dennis Baxley, certify that, to the best of my knowledge, 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. This analysis has been perfornied 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 It for which I am the responsible party. Signature of this form indicates acceptance of this
wastewater flow. / 1-�r
Signing Official Signature / G" Dale

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 260 If with 1 new 4' dia. Manholes. The
Sewer Improvements to serve Seventh Avenue will serve 2 additional single family home sites to be
subdivided along Seventh Street @ 360 gpd/home for a total proposed flow of 720 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.

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)
O.Q06
Pipe diameter (in)
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) '11/2 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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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 FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: VJGLQZOi �H_ J_5 no Iri completed h. I>u it i
All items must be completed or the annlication will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: City ofRael'ord (company, municipality, I IOA, utility, etc.)
2. Applicant type, ❑ individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Dennis Baxley per l5A NCAC 02T 0106tb1
Title: City Manager
4. Applicant's mailing address: 315 N. Main Street
City: Raeford State: NC Zip: 2 31_96-_
5. Applicant's contact information:
Phone number: (2A) VJ-;;J.h)_ Email Address: dbaxle a.raefordnc.org
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
Other
RECEIVED
AUG 215 202,3�
UEO-FAYEVN21L E R (34A�
I. Project name: Sewer Improvements to serve Seventh Avenue
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If modification, provide the existing permit number: W000_ and issued date:
If new construction but part of a muster 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): ¢ 351801164
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
I. Professional Engineer: David T. Upchurch, l'E License Number: 9570
Firm: Do le D Engineering PLLC
Mailing address:I505.Pa eP Street
City: Southern Pines State: NC Zip: 28387-_
Phone number: (91Q) 684-$ __zM Email Address: _
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: City of Raeford W WTP Permit Number: NC0026514
Owner Name: City of Raeford - Dennis Baxley
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQT Downstream (Receiving) Sewer Size: 8 inch
Svatem Wi Q loch oSysteM EermitNr'mberrsl(if anplicablel: WQCS�
Owner Name(s): City of Raeford
FORM: FTA 04-16 Page l ors

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Ycs ❑No ®N/A
2. If the Applicant is a Developer or lots to be sold, has a Developer's Ooera1104-1 Akwilient (FORM: DEV) been attached?
❑ Ycs []No (ON/A
3. If the Applicant is a Hotne r-ooem Q,%ters' AssocIMjog has m Onettttionjill AQteg=l EQRM- HOA) been attached?
❑ Yes ❑No EN/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 I preschool / day care
❑ Medical / dental / veterinary facilities
❑ Swimming Pool/Clubhouse
❑ Food and drink facilities
❑ Church
❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories
❑ Nursing I Ionic
0 Other (Explain in Attachment)
S. Nature of wastewater: J00%Domes1ic'Commercial Commercial
_ % Industrial (Soe 15A NCAC 02T .01 U31201)
is there a Pretremntent Program in effect? ❑ Yes ® No
6. Has a flow reduction been approved under i 5A NCAC 02T .01 I4fD? ❑ Yes ® No
If Yes provide a cony of now 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 gal/day
2
—_
720 GPD
—
6aV
�sGPD
!i
gal/
GPD
—~
gall
GPD
gall
GPD
gal/
GPD
Total
720 GPD
a See 15A NCAC 02T 0114(b) (4) (e)t1) and (re)(2) for caveats to wastewater design flow rates (i.e.. minimum flow per
dwelling; proposed unknown non-residcntial 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-A).
b Per 15A NCAC 021' .0114(c), design flow rates for establishments not identified tin table ISA NCAC 02T.01141 shall he
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data,
a. Wastewater generated bN pro ed: 720 GPD (per JA jJCAC.02T 0114)
Do not include future flows or previously permitted allocations
If pertitted flow is zero; indicate why:
❑ Pump Station or Gravity Sewer where flow will be pennitted in subsequent permits Unat connect to this line
❑ Flow has already been allocated in Pennit Number: _
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: PTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (if Applicable)-02T.0305& fflW(G;Mvltvygwers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 260 PVC
Y Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section 111 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
VI16 PUMP STATION DESIGN CRITERIA (If Applicable)-0 T 0 & MDC (Pump Stgtlonsl� Mains):
COMPLFTE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: _
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude:
3. Design now of the pump station: — millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): — gallons per minute at v 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 11At NCAC 02T.0305(k ):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02'r,0305(h)(1)(B);
Required for all pump stations with an average daily now greater than or could to 15,000 gallons per day
➢ Must be perntanent to facility
Or if the pump station has an average daily now less than 15.000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - I SA NCAC 02T
.0305(h)())(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T.0305(h)(1)(C):
It shall be demonstrated to die Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with Cite station.
Y 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 Ole portable power source or pump, including travel timel)antes, SM) beprvFidtd
in Ole case of a multiple station power outage.
FORM: FTA 04-16
Page 3 of S

IX. SETBACKS & SEPARATIONS — (02B.0200 & 15ANCAC 02T.0305(Q):
1. Does the project comply with all separations found in 156 NCACO2T 0305(f)iQ al ® Yes ❑ No
i 15A NCAC 02T.0305(f) contains minimum separations that shall he nrpvldPd rnr
Setback Parameter!
Se aralion Required
Storm sewers and other utilities notlistedbelow (verlical)
24 inches
Water mains Lvcrtical-wTater aver s€+vet including in benched trenches)
18 inches
Water mains (horiz_ontal)
10 feet
Reclaimed water Tines (vertical -reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feel
"Any private or public water supply source, including any wells, WS-1 waters of Class I or
Cl.0ing water
100 feet
•' Waters classified WS (except WS-I or WS-V), B. SA. ORW. IIQW, or SB from normal
high water or tide elevalton) and wetlands see item IX.2)
50 feet
"Any other stream, take, impoundment, or ground water lowering and surface drainage
ditches _
_
10 feet
Any building foundation
5 feet
An}_basemeN
10 feet
Top slope of embankment or cuts of 2 feet or more vertical hei ht
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming ools
10 feet
Final earth rade (vertical) _^
36 inches
15A NCAC 02T.03UWcontains alternatives where separations in 02T,0905(fl cannot be achieved.
**Stream classifications can be identified using the Division's NC I taco Water�� loni )ycbtsa!re
Y Ifnoncompliance with 02L0301(0 or(g)or(ni. see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No E] NIA
`o Seethe Division's draft separation requirements for situations where separation cannot be meet
)r No variance is required iflhe ahemative design criteria specified is utilized in design and construction
Y As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per II&NCAC QZU .02007 ❑ yes []No ®NIA
This would include Trout Buffered Streams per ISA NQC 2&0202
4. Does the project require covemgelauthorization under a 404 Nationwide or ❑ Yes ® No
individual pennits or 401 Water Quality Certifications?
Y Information can be obtained from the 401 & BufferPermhiing Branch
S. Does project comply with 15A QQ 02T.0105(cl(51(additional permits/certifications)? 0 Yes ❑ No
Per 1A NCAC 02T.OIQSlcS(6i, 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, stomhwater 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 ❑ NIA
it -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 permiltee or its representative at least once "ery 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
Pace 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with >_5NCAC 02T, the Mipim rn Duko Crilerhi for, the &Mittina of P
and Force Mains (latest yinjon), and the C ggjLY Sgwer &tinhUM Design Criteria 0019st version) as applicable?
® Yes ❑ No
If No, complete and submit the VariancelAltemative Design Request application (VADC 10-14) quid supponing documents for
review. Approval of the reauest is required orior to submittal orthe Fact Track ADplicAlkin and sunnorlin`ocuments
2. Profess�ionaallEngineersCenilication:
that (his application for
(Professional Engineers name from Application Item 111.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications.
engineering calculations, and all other supponing documentation to the best of my knowledge. 1 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 GravitySewers (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 143-215.6R, any person who knowingly makes any raise
statement, representation. or certification in any application package shall be guilty of a Class 2 misdemeanor. which may
include a 0ne not to exceed $10.000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's sent, signoit rc, and date:
3. Applicant's Certification per 15A NCAC 023' .0106(b):
3
%-r�,�„%k'cG� a .._ _____attest that this application for
(Signature udt ty'. name R title from Application1tem 1.3.)
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 pennit be violated. 1 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 143T 15.6A and 143-2(,S:6fl, any person who knowingly makes any false
statement. representation, or certification ]it 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 $23,000 per violation.
Signature: _, .�,. • — Date; X'r L 2 -
FORM: PTA 04.16 Pagc 5 of5

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: City of Raeford
Project Name for which flow is being requested: Sewer Improvement to serve Seventh Ave.
More than one FTSE-10107 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 wastewaterjlow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: _City of Raeford
b. WWTP Facility Permit #: NC0026514_
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the
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
3.00
WWTP 0
1.05
0.00108
1.05
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
III. Certification Statement:
1, Dennis Baxley, certify that, to the best of my knowledge, 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. 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
Date
Signing Official Signature

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