WQ0044403_Application (FTSE)_20230503

State of North Carolina
T-1 Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
'h�l"I' or the Ali items 1-13s1 b-Cu
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COVINGTON COLLABORATIVE LLC 66-456/531
PH. 336-312-3320
709 CROSWELL CT
WHITSETT, NC 27377-9301 DATE .71-
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PAY TO $ <Igo, rn-
THE ORDER OF
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3 FIRST BANK
localfirstbank.com
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Ink DEO-FAYF-TTEVILLE RE&ONAL C)FFICE
MEMO diz Pace I of

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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
TO: NCDEQ DWR — Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, NC 28301
ATTN: SS Fast Track Permitting personnel
® ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
Date: 05/02/2023 Job #: 46603
Project. Jumping Run Landing
Reference:
Copies Sent To:
COPIES
DATE
NUMBER
DESCRIPTION
1
1
Fast Track Sewer Application (Incl. Flow Acceptance Form/
Certification Statement
1
2
Check for $480
1
3
Project Narrative
1
4
USGS ma
1
5
Vicinity Ma
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once.
COMMENTS:
Feel free to contact me with any questions at 984-222-1613 or @ [e-mail]
Thank you,
Clay Oliver, PE
Project Manager
4
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MAY 0 3 2023
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State of North Carolina
Department of Environmental Quality
RDivision of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number __ (to be completed by DWR)
All items must be completed or the application will hg returned
I. APPLICANT INFORMATION:
1. Applicant's name: (company, municipality, 140A, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation El General Partnership F1 Privately -Owned Public Utility
M Federal Z State/County 0 Municipal F7 Other
3. Signature authority's name: Steve Ward per 15A NCAC.0ZTQ lk J? 6L-)
Title: Director of Harnett Regional W vr
4. Applicant's mailing address: P,Q. Box 1119 / 700 MgKiliney Parkway
City: Lillington State: NC Zip: 27546-
5. Applicant's contact information:
Phone number (2�10) 814-6473 Email Address: swardCaharnett.o
11. PROJECT INFORMATION:
I. Project name: Jumping Run Landing
2. Application/Project status: Z Proposed (New Permit) F1 Existing Permit/Project
If a modification, provide the existing pen -nit number: WQOO and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing pen -nit number: WQOO
3. County where project is located: Harnett
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.231785' Longitude. -2a.967770'
5. Parcel ID (if applicable): 0503-87-5712, 0503-89-7024, 0503-88-4978, 05Q3-77-3865
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: Mike Z-4c-cardo License Number: 022321
Firm: ' . Lclr=
Mailing address: 5410 Trinity woad. Suite 102
City: Raleigh State: NC Zip: 27607-
Phone number: [phone] Email Address: Nlike.Zac ardo dA C
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: 5gut-h H=ett Regional W—WTP Permit Number: 1 'CQq .8$366 RECEIVED
Owner Name: Harnett Rejonal Wader
V. RECEIVING DOWNSTREAM SEWER INFORMATION: MAY 0 3 2023
1. Permit Number(s): WQ Z"-'"
2. Downstream (Receiving) Sewer Information: -8 inch Z Gravity [I Force Main DEQ-FAY NAL OFFICE
3, System Wide Collection System Permit Number(s) (if applicable): WQCS000166
Owner NaTne(s): LIamett Regional Water
FORM: FTA 06-21 Pagel of

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 Develonez's Or�erational Agreement,RM: DEV) been attached?
[:]Yes []No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operat�nal A,g�e-menLLf ORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes [:]No ® N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually 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 PoollFilter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
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 C.S. 42A-
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 1.5A SC.�2T.O l 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 69,480 GPD (per 15A NCAC 021.0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
1: 1 =LM%­
MAY 0 3 2023
t
DEQ-F"ETrEVILLE RMONAL OFFICE
FORM: FTA 06-21 Page 2 of 5

V11. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & XDC Gravit Sewers:
I , Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 5,792 PVC
8 57865 D(P
Section It &I'll of the: NIDC for Permitting of'Gravity Sewers contains in formation related to design criteria
Section I It contains infomiation related to minimum slopes for gravity sewers)
Oversizing lines to meet. minimum slope requirements is not allowed and a violation of the IVIDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 021'.0305 & NIDC Pum , StationsiForce Mains
PROVIDE A SEPARATE COPY OF THIS PAGE F.R EACH PUMP STA'1710N INN- LTJ . TDRD 1N.'rHIS PR, JE1,T
1. Pump station. number or riarne:
2, Approximate Coordinates (Decimal Degrees): Latitude: 35.225408'Longitude: -78.974496)
3. Total number Of PLIMPS at the PUMP station: .2
3.. Design flow of the pump station: 0.2698, millions gallons per day (firm Capacity)
This should reflect the total GPM for the pump station with the largest purnp out ot'servicc.
4. Operational point(s) per pump(s).- A7,A gallon-, per minute (GPM) at 158.8 CCet total dynamicheud ("I'DH)
5. Summarize the force main to be permitted (for this Purnp Station):
Size (inches) Length (feet) Material
6 10,200 PVC
if any portion of the force main is less than 4-inches in diameter, please identity the method ofsolids reduction per
POD�'.'P'SFNI Section 2.01C.I.b. [] Grinder PUMP 0 [Mechanical Bar Screen r] Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305 h I
M Standby power source or [] Standby pump
Must have automsItic activation and telemetry - t 5A NCAC 021'.0305(h)(1)(11)_:
Required for all pump stations with an average daily flow greater than or f.,qual to 15,000 gallons per day
Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(c):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
Portable pumping unit with 1 11 plugged emcrgenCy pump connection and teltmary-
is owned or contracted by dic Apphc�tnt acid i.� co7mpa t0n.
Include documentation, that the portable source e wi t C s
If the portable power source or pump is dedicated to multiple pump stations. ons. an evaluation oilall the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, includin1c, travel tirriefrarnes, shall be provided
as part of this permit. application in the case of a multiple station power outage.
L�
Pa3 of -5
FORM: F'I A 06-2 1 tlge I

1X SETBACKS & SEPARATIONS - (02B.0200 & 15A NCAC 02T.0305(o):
1. Does the project comply with all separations/alternatives found in t 5A NCAC 02T.03 ).0-5M&W?
15A NCAC 02T.0305 contains minimum se arations that shall be rovided for sewer s stems:
Setback Parameter*
Storm sewers and other utilities not listed below, (vertical)
'Water mains (vertical - water over sower preferred, includim, in benched trenches;
Water mains (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimed water lines (horizontal - reclaimed over sewer)
Z Yes F No
Separation Required
18 inches
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water, and associated wetlands,
**Waters classified WS (except WS-I or WS-V'), B, SA, ORW, HQW, or S13 from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX,2)
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WI. -
Any building foundation (horizontal)
Any basement (horizontal)
Top slope of embankment or cuts of 2 feet or more vertical height
Drainage systems and interceptor drains
Any swimming pools
Final earth grade (vertical)
If noncompliance with 02T.0305(f) or_(g)_, see Section X.1 of this application
*I 5A NCAC 021 1. 0305� contains alternatives where separations in 02T.0305M canriot he achic'ved
above if these alternatives are used and provide narrative information to explain.
"Strearn classifications can be identified LISincl the Division's NC Surface Water Classifications web
tD
18 inches
10 feet
18 inches
2 feet
too feet
50 feet
10 feet
5 feet
10 feet
10 feet
5 feet
10 feet
36 inches
Please chock "'Yes"
M
2. Does Chis project comply with the minimum separation requirements for water mains? Yes E No 1:1 N/A
If no, , please refer to I 55A NCAC t 8C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC 'licensed PE, verifying the criteria outlined in that Rule.
I
3Does the project comply with separation requirements for wetlands" Yes 0 No -D N/A
Please provide supplementary information identifying the areas of non-conformance.
See the Divisions, dj&_seption re uirerrients for situations where separation cannot be met.
No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? (] Yes Basin name: Z No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B.0200'? !7 J Yes 1L_J No
This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authorization Linder a404 Nationwidel'individual permits EJ Yles 0 No
or 401 Water Quality Certifications'?
�- Please provide the permit number/permitting status In the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC..()`T.0 105_��X
I . ........ (additional perm tsicertifications)? Z Yes E] No
Per 15CAC 0210 V ,A LN­­__._..___T.0 ____p) _L6), directly related environmental permits Or certificationapplications must be being prepared,
have beer. applied for, or have been obtained. Issuance of this permit Is contingent on issuance of dependent permits (1-rosloti
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority`?" E] Yes No
Per 15A NCAC 02T.0,402,"high-prioriiy sewer" means any aerial sewer, sewer contacting surface waters.
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
If ves, include an attachment with details for each line, including type (aerial line, siz
High priority lines shall be inspected by the permittee or its representative at least once ev-pX_14�+t�oliection
_JP " n, 0-6- a n d
1, p
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual Systi�' permit
"ORM: FJ'A 06-2 1 r Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A - NCAC 02T, the Minimum Desl-,n Criteria for Perrnittin,_,, of Pum,- Stations
and Force Mains latest version and the Gravi Sewer Minimum. Desi Criteria latest version as applicable?
Z Yes El No
If rto, for projects requiring a single variance, complete and submit the Variance/Alternative Dosigm Request appilcatior.
(VADC 10-14) and supporting, documents for review to the Central Office. Approval of the request will be issued
coneurrend with the a roval of the _rnii,= and ro-ects re uirin , a variance a 'roval ma be sub ect to ]on er
review times. For , ro'ects re uirin­ two or more variances or where the variance is determined V, the Division to he a
si.:r:ificant :,ortiOn Of the To'ect the full technical review is re uired.
Professional Engineer's Certification:
attest that this application for
�Wz
Tn f i, I ic u IL ojed Narnr from Appi icalion itCYT) 1.)
rotessiora ,.ngiricer 7, name frorn Arpl a on
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 any knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
-Minimum Desl' Criteria for Grave Sewers (latest version), and the Minimum Desi�4n Criteria for tlic Fast -Track Perm tttr_g
of-Pum- Stations and Forc-e-Main's, L. test 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 143-2115.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 21 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000per violation. Misrepresentation of the application
information, including failure to disclose any design non-conipliaricc with the applicable Rules and design Criteria, may subject.
the North Carolina -licensed Professional Engineer to referral to the licensing board, (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3 3. Applicant's Certification per 15A NCAC 02T.0 106(b):
attest that this application for
(Signature ,'authority Name from Application Itiern 1.3) (Project Name fT ,pp icatLon Item
attest that this application has been revie-,ved by me and is accurate and complete to the best of my knowledge.
I understand that if all required part-, 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. f 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 143-215.63, any person who knowingly makes any false
statement, representation, or corti ication in any application package shall be guilty of a Class 2 misdemeano-r, which may
include a fine not to exceed $10,000 as well civil penalties tip to $25,000 per violation.
Signature:Date:
nature:
t:l ( k'j!
FORM: f� TA 06-21 Page 5 ot'5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Harnett Rey Tonal Water
Project Name for which flow is being requested: Jum ding Run Subdivision _ w�
Afore than one FTSE tnav he required for a single project if the owner of the WWTP %s not responsible for all pump
stations along the route of'the proposed wastewater flow.
I. Complete tluis section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: South Harnett Regional Water WWTP
b. WWTP -Facility Permit 4: NC 008366 _
All floww are in 1" GD
c. WWTP facility's permitted flow 15.000
d. Estimated obligated flow not yet tributary to the WWTP 5.376
e. WWTP facility's actual avg. flow 5.629
f. Total glow for this specific request 0.069 _
g. Total actual and obligated flows to the facility 11.074
h. Percent of permitted flow used 73.88°,«
11. 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 WW'I,P:
Pump
Pump
Station
Station
(Name or
Permit
Number)
No.
(A)
Design
Average
Daily
F11711
Flow**
Capacity, *
(Firm / pt),
MGD
IMGD
S LS 470 W000313445 12.528 5.011
(B)
(C)
(D)=(B+C)
(E)—(A-D)
Approx.
( bHLated,
Total
Current
Not: Yet
Current Flow
Avg. Daily
Tributary
Plus
Flow,
Daily Flow,
Obligated
Available
?vIGD
��tGD
Flow
Capacity***
0.851.
0.466
1.317
3.694
The Firm Capacity (design flow) 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity
Downstream Facility Name (Sewer): SLS #70
Downstream Permit Number: WQ0031345
I 1 n
Page 1 of 6
[�l Sly 1(1-1�3

III. Certification Statement:
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 I1 plus all attached planning assessment addendums for which I
am the xesponsibl p ly. Signature of this form certifies that the receiving collection system or treatment
works has adequyte. capacity to transport and treat the proposed new wastewater.
Signing Q,'fieial Signature Date
Y
Title oJ'Signing Official
Page 2 of 6
FI'TSE W-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessinent addendum for each pump station listed in Section H where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore;
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
21 5.67(a) which prohibits the introdail-:tion of any waste in excess of the capacity of the waste disposal
sv stem.
F
Signing Official Signature Date
f:
Page 3 of 6
FTSF 10-18

Instructions for Flow Tracking form (FTSE) and Planning Assessment Addendum (PAA)
Section I
:i- VVWj1'P fc'acdity Name: Ente'r 'narnc of tile that %will tfiwastew"'.I'C"
acilan loerrvot 4, Fater tilt MIDES, or ntupher Wr tht-
MYTI, fACK114 '-"-�Crnlitted flow". 04101 From WMI, onvrier's NN&S
d, [,,-stu-nated obiQated flov'' ilt-,I, -\€'t- tr""'b'u!arto tile This in,,hAdc-s
constructio,n projects not yet Contributing" flov/ ti.'-' die CollevAn sys"Orn, rlo�'vs
agreemems (w wher contracts not 'at !:,,) the colkedon, qsteni are also included. W W! SO;
that inij-)kaient a pvtreatment prigain includo Aws alkwed it) kidustrial usem oho inay rM he using all W
e o"o)r',,n r,aov1-ribjlSO 11ow Picasvour Codi).1or duilup,
y'
'ks )f* janu'ary 15'', 2008 tile FIYFVV should rQ-vie%fie d, !']"-'n,fl ioQations made t-�`� tir ti "ii
reconciled their flovv records. to the best of their 11hDity, it, i.-) hcry an'IC11 flo'A" 11-l'as hccn o gated and",
is not lot been made AbOary i,o ancordam-,,:� 'oJth. lo(A pKicies and. procedur','s
reym-ting enthy,
i. W-"A"-F,p fjaeili"� �S ac'tual a,—. 11ovA NXif)- Uh-WOU'i aVCragc.
Cor thj.'s "est. f-,,ntcr the flmv wflun'l-,"',
1c requ
g . Total adiial and chlipicd fjw'v1") d'lc SCH02, NY'J-) lkqua!',, Jd + C 4- f
llxyy:n"' ",,A pens-irrudi flo-,.tised: Rjuak; Qg i (IT!
Via exampi"--
(W Januar,..' I a I-)(,)'I'W vJitlh a p.rrnitluul flow of 6,0, reporlud to the Regional Oflice Wat MArn is jhn�,
'T `
\"IG 1-low thal is ON bu," YI.N- t,'i WOU', , Hl-ain n ual avera,�--, n(nv Or 200 7 is -1 � 7
Iroposed [Wiv mpansh)n W TO 15 MCA),
Me first Form submitted after januaO 15, AMS auty ha've nuin-,tx-rs lil;e
e 2.7 MG 1)
an 3.215 NAG D
lMenonmbuattprtsi ajepled HeMi-Vih "i ooS
7-
d" G 5 1L'i
2.73 NA G D
A 3 49 N1 G LD
Och Wlsequ�Ilt 1, 4' ibrm xvil; 100 UpdatAl & me same mannur.
Lai F TIT 0;J F
USE to -is

List Wo pump station name or number vid approximate pump station 0111 CaPaCAY, apprOAUAV ASign averay,,
�,A) approxhnafe current v`sir aly daily A)"i (BI cibbgHbod. It(, yet tribuiaj-j 11ov, d,:Liydh!
each ;'impstation tnnt,, v,,ill, be inipacted by the proposea sewer
pu�,nip on (C) A
On LOW AUT-Ti P117,1S ohligatcd flow (1) -11 -C-) anod (IOND). inciude
ill,-`O,- ifla! NVI Q tile pump Simm but arc noi+
hrm vipacii��, Jis dic purnp, f!"s Way Owl A awticam "VAK AC ,A(CSI-
Wgn A%tragw DAly th,-, rit-In capach" ofthe Pump a veakh, ficum(pl) Mot lem thai-{
51
, (Ifo,� lol vptareapnn,nnl-W; availablkF,) r a,"Imr; vathiic;rapig
w
Ilan Sure Spek:ii-ic plan,-; to caf-,�,,4,ciry that Snou"Ild", ,he ;-,,nocess.
Ob! igated,
Design
Approx.
1 ct Vtr
Total
Finn
Avcrag
Currenit A-v,.
ribolary
Plus
S,
(,,api-1,,� i ry,
DAN 'T
Dad, fAvy,
Dail, How,
IOH,gaited
i 11 tjr 11 -i li i,r
(11j, 6 1)
Fir 112 P
L)
Flow
Capacity'
VIVO CAS PS;
ARM
0320
12 5 2"
01190
13 3 2
it 0 1 -2
-Ro1"'I PS;
1,895
it 7 5 S)
A 4 7
(h 135
0.607
A i 5 1
Page 5 o176
FTSf-,', 10-18

PlanninAssessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available capacity is < 0
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate whether there is
significant likelihood that needed improvements or reductions in obligated flows will be in place prior to activating
the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to manage the
flow without capacity related sanitary overflows and must take all steps necessary to complete the project or control
the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned project in
the future not yet funded but in a formal plan adopted by the system. The system should carefully weigh the
certainty of successful timely project completion for any expansion, flow management diversion or infiltration and
inflow elimination projects that are the foundation of a planned solution to capacity tracking and acceptance
compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080 MGD of the
committed flow in Purnp Station Kaw__Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approxitnately 0.01 MGD
per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with planned
completion to ; and/or
_-
d. The following applies:
The master plan and ten .ear cat:.ital plan contain recommended scone and fundinu, for a capital 1,roject entitled
Kaw Creek [hum Station u . ade with fundin i fanned in 3 u1 L014. Thisroect is planned to add 4.100 MGD
to the firm canacit,� of the pump station b� October 2015. Inclusion of this 11TOrosed capital project as a condition
of this Flow Trackin2Accentance for Sewer Extension Permit Application elevates this riroject's _priorij-t for
fundin µ and construction to be implemented ahead of the activation of obli-gated, not yet tribrtt 1_", flows in amounts
that exceed the firm t{urno station cad acities identified in Section II above.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow this flow
to be permitted, without a significantt likelihood of over -allocating capacity in the system infrastructure.
Page 6 of 6
FTSF 10-18

PROJECT NARRATIVE
Project Name: Jumping Run Landing
Location: Harnett County, NC
PIN: 0503-87-5712, 0503-89-7024, 0503-88-4978, and 0503-77-3865
Owners: FIG Ray Road LLC
7858 Clinard Farms Road
High Point, NC 27265
Developer: Forge Investment Group, LLC
709 Croswell Court
Whitsett, NC 27377
Contact: Mark Lyczkowski
Consultant: Timmons Group
Clay Oliver, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
The proposed project is in Harnett County, NC and is located off JDE Street approximately 1.7 miles west
of the Ray Road/NC 210 intersection. The scope of this project will include the construction of 193 single-
family homes on 138.7 acres. The project is anticipated to generate 360 gallons per day (gpd) of wastewater
flows per unit for a total development flow rate of 69,480 gpd.
The proposed gravity sanitary sewer system will consist of approximately 11,610 LF of 8" PVC.
The new gravity sanitary sewer system will be owned, operated, and maintained by Harnett Regional Water.

Jumping Run Landing
VICINITY MAP
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