WQ0041874_Sewer Extension_20200806

Joe E. Godwin Sr., P.E., P.L.S.
Email: [e-mail]
July 30, 2020
noch
ngineers,P.A.
Consulting Engineers & Surveyors
1403 N.C. 50 South
Benson, NC 27504
NC DENR-Division of Water Quality
225 Green Street, Suite 714
Fayetteville, NC 28301-5094
Re: Arlie Meadows
Trent:
Enclosed:
One original & one copy of Fast Track Application (FTA 04-16)
Application Fee ($480.00)
Form FTSE
USGS Topographic Map
Phone: [phone]
[phone]
ax: 9) 894-8190
DEOIDWR
A U G 0 6 2020
WOROS
REGIONALOFFICE
Arlie Meadows is an 62 lot single family residential development phase located off of SR 1436
(Matthews Rd.), Lillington, Harnett County, North Carolina. The phase will be served by an existing
gravity sewer outfall which is located along the western boundary of the property. Flow for the 62 lots is
being requested at this time.
After receipt of this information, if you have any questions or discussion, please call.
Respectfully,
/ 7
Fleet Temple
Enoch Engineers, PA

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: _ WOQggj-8,74(to becumpieied by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Harnett Regional `rVater (company, municipality; HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Steve Ward per I SA NCAC 02T .01061b
Title: Director
4. Applicant's mailing address: 700 McKinney Parkway
City: Lillington State: NC Zip: 27546-
5. Applicant's contact information:
Phone number: (910) 893-75 75 Email Address: sward(li rnett.ort
I1. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Projject name: Arlie Meadows
2. Application/Project status: © Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Idarnett
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.44' Longitude:-78.80:
5. Parcel ID (if applicable): 0651-77-1507.000
(or Parcel ID to closest downstream sewer)
1I1. CONSULTANT INFORMATION:
l , Professional Engineer: Peter E. Norticet "I'etmple License Number: 024441,
Firm: Enoch Engineers,,,PA
Mailing address: 1403 NC 50 S
City: Benson State: NC lip: 27504-__
Phone number: [phone] Email Address: fleet0.enochenaineers.com
IV. WASTEWATER `I'REA'I'MENT FACILITY (NNINV"I'F) INFORMATION:
1. Facility Name: North Harnett Regional W WTP Permit Number: NCO021636
Owner Name: Harnett Regional Water
V, RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WNV'I'F):
1. Permit Number(s): WQ0041168
System Wide Collection System Permit Number(s) (if applicable): WQC'S000166
Owner Name(s): Harnett Regional Water
Pa
FORM: FTA 04-16 ge 1 nfS

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 ZN'A
?. If the Applicant is a Developer of lots to be sold, has a Developer's Operational ALreement (FORiv1: Q V) been attached?
❑ Yes ❑No ZN/A
3, 1f the Applicant is a 1-lome"ProPe"tV O%vners' Association. has an O1?erational Agreement (FORM: LIC)A) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
Z Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation./sea-vice ❑ Hotel and./or i\Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ I� ood and drink facilities El Church
❑ Swimming Pool/Filter i3ackwash
❑ 13usinesses I offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 ?'o Don1eSLiC/COtnt7lerCia1 _ °-O Commercial
% Industrial (See 15A NCAC 02-1'-01O)3(20))
Is there a Pretreatment Program in effect'? El Yes ❑ No
6. I-las a flow reduction been approved tinder I5A NC AC 02T .01 14(f)? ❑ Yes iI No
= If ves provide a cope of flow reduction approval letter
7. Summarize wastewater generated by project:
1✓stablishinent T;��pe (see
�
i--- Daily Design Flow
�'--
No, of Units
_ Flow
4 j
-UZJI'.()114(f�)
Residential Lots
360 gaUdayllot
62
22,320 GPD
aal,/
GPD
gal!
GPD
GPD
— i
ball
naU
CIPI?
GPD
22.320 G P D
a See 15A NC�'AC U'U 01 14 (b'. �d . (c� l and e�� for caveats to wastewater desi rt floe- rates (i.e., min"'IM flo«' per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public Ilse
areas; and residential property located south or cast of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A-4).
b Per 15A NCAC 021' .01 14(c), design flow rates for establishments not identified [in table 15A_N_C-A-C-02T.01 14] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. `<'astewate,r generated by project: 22.320 GPD (per 15A NCAC 0:�.f..01 14)
Do not include future flows or previously permitted allocations
If periltitted flow is zero, indicate w-hy:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ How has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other ---_
IC)]Z11: FTA 04-16 Page ? 0f 5

GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 021' .0305 & 1IDC (Gravity Sews ! :
1. Summarize gravity sewer to be permitted:
Size (inches)
i
Length (feet) T
Material
g
4,140
� PVC SDR 35
r Section II & III of the MDC for Permitting of Gravity Sewers contains inf-ormation related to design criteria
r Section III contains information related to minimum slopes for gravity sevver(s)
Overstzrrtg lines to meet rniuinYtim slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & I=MDC (Pump Stations/Force plains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . Pump station number or name:
2, Approximate Coordinates (Decimal Degrees): Latitude: 1.ougitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the punlp(s): gallons per minute at feet total dynamic head ("I'DII)
5. Summarize the force main to be pernitted (for this Pump Station):
Size (inclies)
I,erigth (feet)
INIaterial
6. Power reliability in accordance \vith 15:A NCAC 021"._030-5 11 ( U:
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 0211h .0305(h)(1)(l3)_
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 i1* the pump station has an average, daily flow less than 15.000 gallons per day:
❑ Portable power source with manual activation, quick-cor111ection receptacle and telemetry - 15A NCAC 0-21'
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02' .0305(h)(1)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
azid is compatible w-ith the station.
Aool ifs 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 ti[lie fraIles. Hall be
provided in the case oi'a multiple station power oulm-",
F'OR I: FTA 04-16 11E-,C 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC: 02T .0305(0):
1, Does the project comply with all separations found in 15A NCAC 02_I_ .0305W & (0X Yes ❑ No
n, .1.., 4 ,_l,-II I :, i �r..� {r,r rF iv-r Cvzli'mC'
j •`� jVL, 1L VL 1.VJ/✓`Aj �\ AII-AA 4a • .••• v.i �.. .^=.........^� ___ _' ____ _ _ I__-
Setback Parameter` _ _
Separation Required
r
sewers and other utilities not listed below (vertical)
24 inches
_Storm
Water- mains (vertical -water over sewer including in benched trenches)
I 18 inches
Water plains (horizontal)
10 feel _
Reclaimed %eater 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, DVS -I waters of Class I or
II impounded reservoirs used as a soul -cc of drinking water _
100 feet
_Class
"Waters classified WS (except WS-I or WS-NI), B, SA, ORW, IIQW, 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 drama0c
ditches _ _ __- ---_
lU feet I
_ _
Any.' bilildlne- foundation
5 fee[
Any basement i
_ 10 feet
'lop slope of embankment or- cuts of 2 feet or 11101•e vertical height
10 feet
Drainage systems and interceptor draizls _ �
� _5 feet
Any s,, inzming, pools _
10 feet
36 inches
Final earth grade (vertical) _ _
__
1 A NCAC 02-1.0305(�l) contains alternatives where separations in 02'1'.0305(f) calulot be achieved.
- *' Stream classifications call be identified usincl the Division's NC Surface Water C'la>sirications webua!�e
r if noncompliance with 02T.0305(fj or�� . see Section X of this application
2. Dees the project comply with separation requirements for wetlands'? (50 feet of separation) © Yes ❑ No
r See the Division's draft separation requirements for situations where separation cannot be meet
y 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 all setbacks found in the river basin rules per 15A NCAC 02B .0200? Z Yes ❑ No
7'111s would include Trout Buffered Streams per 15A NCAC 213.0202
Yes ❑ No ®
4. Does the project comply with an individual] 404 Permit or anyany401 Certifications`? Y
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 c5't. Buffer Pennittim-, Branch
5. Does project comply Nvith 15A NCAC 02'1.0105 �c L) (additional permitsleertifications)`? ©Yes ❑ No
Per 15A NCAC 02T.0105Lc❑), directly related environmental pemiits 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, stornlwater management plans, etc.).
(,, hoes this project include any sewer collection lines that are deemed "high -priority?"
Per 15ik NCAC 0" .0402, "high -priority sewer" means "any aerial sewer, sever contacting surface, waters, siphon. or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes Z No
r If ves, include an attachment with details for each line, including t)Te (aerial lint, size, material, and location).
1-iigil priority lines shall be inspected by the perr3zittee Or its represeutatiNT at Ieast once every sir -months and
inspections documented per 15A NCAC 02T,0403(a)(5) or the perrnitee's individual System -Wide Collection permit.
FOR_IM: I� I'A 04-16 Pa«e 4 t�f'

X. I CERTIFICATIONS:
Does the submitted system comply with 15A NC_AC 02T, the N-Iinimuni Design Criteria for the Perrnittinl-I Of' f u1no Stations
and Force iulains _(latest version .and the Gravity Sewer Minimum Des
isrn Criteria (latest version) asapplicable?
Z Yes ❑ No
ff No. complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the rec nest is re uit'ed rior to submittal of the Fast Track Appl.ication and su ordLi r
documents.
Professional Engineer's Certification:
1-,,�-- 7�-�'t. attest that this application for
��---�-(Professional Engineer's name from Application Item I1I.l.)
A��\ e AAS 6 \-Ai
has been reviewed by me and is accurate, complete and consistent with the information supplied Ill the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. 1 further attest that to the best
of illy 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 Nlinimuni 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 wit}i the proposed desion.
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 niisdenieanor Nyliich may
.,r„ ir, Py'-aFii � 10 (1 O 2.,,well as civil nenaltres uv to 525,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NC.AC 02�1` ,0106(b):
attest that this application for
(Signature authority's name & title from Application Itern .3.
has been revieNved by me and is accurate and complete to the best of illy knowled{oe. 1 understand that it all required parts of
tills application are not completed and that if all required supportin<o 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 cla1111 against the Division of 'later Resources should a
condition of this permit 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 riot included, this application package will be returned to
nie as incomplete.
Nan,., -- In accordance with General Statutes 1 r43-? 15.6A and 14'-215.6I3, any person who knowingly makes any false
statement, representation, or certification in any application package shah be guilty of a Class 2 rnrscleiiiearior, which may
include a fine not to exceed S 10 )0 as wet
Datc: as civil penalties up to S25,000 per violation.
Signature:
PaLJ i of"
FORM: I TA 04-16

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: Harnett Regional Water
Project Name for which floe,- is being requested: Arlie Meadows
tltore than one FTSE rnav he requiretl_Jor a single pro ect if the of ncl- of die 1i'It'TP is not responsible Jor all purn�r
statiorl.ss along the route of the proposed lvastewater flolv
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett Regional WWTP
b. WWTP Facility Pen -nit #: NC0021636
A11 flows are in MGD
c. WWTP facility's permitted floyv 7.5 MGD
Fuquay-Varina Allocated Flow 2.60 MGD
Lillington Allocated Flow 1.20 MGD
Angier Allocated Flow 1.008 MGD
d. Estimated obligated flow not yet tributary to the WWTP 1.282 MGD
FV Obligated Flow NYT
0.626 MGD
Lillington Obligated Flow NYT
0.1 13 MGD
HC Obligated Flow NYT
0.317 MGD
Angier Obligated Flow NYT
0.226 MGD
e. WWTP facility's actual avg. flow
4.439 MGD
FV Actual Flow
1.159 MGD
Lillington Actual Flow
0.671 MGD
HC Actual Flow
2.047 MGD
Angier Actual Flow
0.562 MGD
f. Total flow for this specific request
0.022 MGD
g. Total actual and obligated flows to the facility
5.743 I01GD
FV Actual Avg. + Obligated Flow
1.785 MGD
Lillington Actual Avg. -+- Obligated Flow
0.784 MGD
HC Actual Avg. + Obligated Flow
2.386 MGD
Angier- Actual 4- Obligated Flow
0.788MGD
h. Percent of permitted flow used 76.57%
IL 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:
Page 1 of

(A)
Design
Pump
Average Daily_
Station
Firm Flew*
(Name or
Capacity, * (Firm ' pf).
Number)
NIGD MGD
CONTACT TOFU FOR
(B)
( )
(D)=(B+(~)
(E)-(A-D)
Obligated,
Approx.
Not Yet
Taal Current
Current Avg.
Tributary
Flow, Plus
Daily Flow.
Daily Flow.
Obli�,,ated
Available
MGD
MGD
Floe'
Capacity***
UPSTREAM
SLS
CAPACITY
INFO
SLS 120 14.4 _ 5.76 2.5 _ 1.136 3.614 _ 2.124
* The Firm Capacity of any pump station is defined as the maximum pumped floe' that
can be achieved with the largest pump taken out of service.
*k Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
x7: A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the V4IWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): North Harnett Regional WWTP
Downstream Permit Number: NC00 2)1636
III. Certification Statement:
I Steve Ward certify to the best ofmy knowledge that the addition of
the volume of wastewater to be pertnitted 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 1 and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of tl ` s wa tewater flow.
.Sic"Iling Official Signature
Date
Page 2 of 4
1 (1--,i.: OO-- [

�J

State of North Carolina
wR I ]Department of Environmental Quality
Division of Water Resources
SA NCAC 02T .0300 — FAST TILACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
1, APPLICANT INFORMATION:
1. Applicant's name: Harnett Regional Water (company, municipality; HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authoritv's name: Steve Ward per 15<L NCAC 02T .0106(b)
Title: Director
4. Applicant's mailing address: 700 McKinnev Parkway
City: Lillinaton State: NC Zip: 27546-
5, Applicant's contact information:
Phone number: (910) 893-75 75 Email Address: sward (k.harnett.or��
11. PROJECT INFORAIIATION:
1. Project name: Arlie Meadows
❑ Privately -Owned Public Utility
❑ Other
?, Applicatiara/Proiect status: ® Proposed (New Permit) ❑ Existing Perrnit/Project
If a modification, provide the existing permit nuinber: WQ00 and issued date:
If new construction but part of a master plan, provide the existing hermit number: WQ00
3. County where project is located: Harnett
4, Approximate Coordinates (Decimal Degrees): Latitude: 35.44" Longitude:-78.80"`
5. Parcel ID (if applicable): 0651-77-1507.000
FIRST CITIZENS BANK 24846
1
fis_
ENOCH ENGINEERS P A ARM
i 1403 NC HIGHWAY 50 S 919-894-7765 �cHECK nxMoa
4
BENSON, NC 27504-799
j 7/30/2020
1
DOLLARS U
r-
Page I of 5
FORM: FTA 04-16