WQ0042613_Application (FTSE)_20210624

Ktutivtu
10 WithersRavene1DECONR Letter of Transmittal
Our People. Your Success.
JUN 21 2021
115 MacKenan Drive
Cary, NC 27511
t: 919.469.3340 1 f: 919.4f7Ayt Ikfig, WOROS
Ui)I F-pp I a �f
TO: NCDEQ - Water Quality Section
(Fayetteville Regional Office)
225 Green Street, Ste 714
Fayetteville, NC 28301-5094
NAttached
WE ARE SENDING
YOU THE Shop Drawings
FOLLOWING
ITEMS:
❑Copy of Letter
DATE:
ATTENTION:
RE:
06/18/2021
Danielle Simpson
02181132.00
Moore County Courthouse and Renovation -
Fast Track Sewer Application/Submittal
❑Under Separate Cover Via
❑Prints Plans ❑Samples ❑Specifications
❑Change Order ❑Disk Other
COPIES
DESCRIPTION
2
Cover Letter
2
Fast Track Sewer Extension Application (FTA 04-16)
2
Flow Tracking/Acceptance Form for Sewer Extension Applications (FTSE 04-16)
2
USGS Map
2
Street Level/Aerial Map
1
Check #5394 for $480
THESE ARE TRANSMITTED as checked below:
®For approval ❑Approved as submitted ❑Resubmit copies for approval
❑ For your use ❑Approved as noted ❑Submit copies for distribution
❑ As requested ❑Returned for corrections ❑Return corrected prints
N For review and comment ElOther
❑FOR BIDS DUE
REMARKS:
COPY TO:
❑PRINTS RETURNED AFTER LOAN TO US
Alissa Pelham SIGNED: Dave Bartone, PE
QA/QC:
If enclosures are not as noted, kindly notify us at once.

IMO WithersRavenel
11110 Our People. Your Success.
June 18, 2021
Department of Environmental Quality
Division of Water Resources
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, NC 28301-5094
RE: Moore County Courthouse and Renovation
Sewer System Extension Permit
Dear Ms. Simpson,
On behalf of the Moore County please find the attached documentation in support of a Fast Track
Application (FTA 04-16) for the referenced project. As noted in the application, this project will consist of
191 LF of PVC C900 sewer pipe that will serve the Moore County Courthouse and Renovation.
The proposed project will meet all of DWR's minimum design criteria for sanitary sewer extensions. The
design flow rate for this project is calculated at 9,250 GPD based on NCAC 2T Rules for wastewater flow
rates and the anticipated flow from the Courthouse. The proposed sanitary sewer line sizes are more than
adequate to convey the design flow rates.
Please find attached the following information in support of the application:
• Fast Track Sewer System Extension Application (FTA 04-16)
• Flow Tracking/Acceptance Form for Sewer Extension Applications (FTSE 04-16)
• USGS Map
• Street Level Map
• $480 Check for payment of Application Fee
If you have any questions regarding this request or if you require any additional information, please feel free
to contact me at 919-238-0464 or [e-mail].
Sincerely
PM Name, P.E.
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 ( f: 919.467.6008 I www.withersravenel.com I License No. C-0832
Cary I Greensboro I Pittsboro I Raleigh I Wilmington

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
aot
to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Carthage (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: Allen Smith per I5A NCAC 02T .0106(b)
Title: Public Works Director
4. Applicant's mailing address: 4396 Hwy 15-501
City: Carthage State: FL Zip: 28327-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Moore County Courthouse & Renovation
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: Moore
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.347 Longitude: -79.417
5. Parcel ID (if applicable): 857819504794, 857819505873, 857819507729, and 857819505678
(or Parcel ID to closest downstream sewer)
HI. CONSULTANT INFORMATION:
1. Professional Engineer: Dave Bartone License Number: 03 1365
Firm: WithersRavenel, Inc.
Mailing address: 115 MacKenan Drive
City: Cary State: NC Zip: 27511-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Moore County Wastewater Treatment Plant Permit Number: NC0037508
Owner Name: Moore County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W CScdo /3`�
O Q Downstream (Receiving) Sewer Size: _inch
System Wide Collection System Permit Number(s) (if applicable): WQCSDOYY
r
Owner Name(s): a Y—
FORM: FTA 04-16 Page 1 of 5

-4;
GENERA1...; REQt.l RINI.ENITS
the Applicant is d Privatelysawned Public Utility, has a Certificate of Publ. Convenience and. Necessity been attached?
1)---T't'es II :So FIN/A
If the Applicant, is a DeYbloper lout; t!!) 'pc) H. has a Det(tdoper's Operniiumd A Li,ree f--41)1 DASV) bcen atttdchcd?
FIN) .7] ,A
If the ,App!idatint, is a florne/ProilLn-ty Owners' .(!)ssociatic;)n, has an 2} !!),.!.Prationai Attrt2ernent CFORM.:1-10A) been attachttl?
1!_l Yes LIN° >Tyl NIA
Ocigin of wastewater: (check all that apply):
Residential Owned 6 aa ure 111»Sisitt,,,t
ptesiclential iteased tri_ti Retail with food preparation/service
School / preschool day c;tre j tYledierb dental I veterin)try facilities
_
(7 Had and drink 16lti J Church
<1 Bus nesse() / ofPices / factories Nursing Home
Nature of wastewater ; JO c((tt DOineStie/Ca)Millerdal
Cummerpitil
ttro ltd astr ia I ( Sep frtt lt)l tit A. C 02T .0 031_2Q:it
there a Pretreatment Programu effect?
6, Islas a flow reduction been approved under 5,A NC_IAC
If ),...Is..,tiirtivide a t:91-iv of iltot reduction tinproyal letter
7. Stuninarze wastewater generated by project:
1 r T
; T
I Establishment Type (see 02T.01 i 4( f))
, 1 Daily Design How ""II I No, of Unitil HOW '
r1 Transient/Visitors (Courthouse)
1 5 11,iseat or person
.„..„4„.
1
1 61 I 8500 (106
1 ;
Striff (Courthouse')
t) tattllseat or person I 100 ii t't 00 GPD
I-
250 (RD
j CUE \i\I '0,S I
Li]
lia t.12.1 and/or Muftis
11 SwInnining, Pool, /Clubhouse
I Stviincning Pool/Filter 1'L
OPrit'r (F,xpla in in ,t), ttachmen!";
Le_ 774444
a s 1 nnJ
Holding Cl/ell Occupane'y (Courthouse)
It!! es IA No
gal/seat or person I 50
gaii .
oPD
, .
,.. --i- ---t--
; !
,
(yat i ! 606
1 1 !
-.....
al/
CiPD
Total 92:51.1 CiPD
a See ISA NC:At( 0-IT 01 itld)), (cipy(cyjc, ariti jctiCt) for caveats to wastewater design Hoyt: rates minitnurn flow per
&Nei ling: proposed unknown non-residential development LiSiZS; public access facilities loctited dear high public use areas',
and residential protterty located sotith or east of the ;Atlantic intritconEual Waterway to be used as vacation rentals as defined
fl1.424pp_t!
Per 15.A \ I:: 02T .01 )-llet; design flt_tw rates for establishments not identified tal table NICAC 021.01 I ()I shall be
determined usinp titailable flow data); w)Iter using fixtures, occupantyy or operatiof natterT1S, and ()tiler ttneasured data,
Wastetvater generated by project: 9250 CiPD (per :5(3) ' 02T .0111)
(?-• Do not include !future, flows a previously permitted allocations
perm itted float, ZQO, indit;ate
Purry Sibition or (Stryytity Setver where dow will 0 pervil !lied sic-plern pe t, that catmect to nip; !line
Li IttY) Iny's LIP -tatty been allocated in Pttrrilit CNUnlner:
!Rehallilibition or replacement of existing setver tvith no neVY 11.(aVV etepected
Other (ExpltdiPy
Falt,Nd. F IPA 01.-16 Page .7( !.)1.5

GRAVTTY SEWER DESIGN CRITERIA (If Applica, e) 021 030.3 & iVIDC Sewersi:
Summarize gravity sever to be permitted:
1
i
i
Size (inches) Length (feet) Material
PVC C900
Section III th C 100(1 for Permitting of:Gravity Sewer; contains information related to design criteiria
Section 111 contains information related to minimum siopei:; for igravity sewer(s)
Oversizing lines to meet minimum slope requirement is not ',illowed IrIti 4violation of the MDC
‘'IlL IAIP STATION DESIGN CRITERIA (If Applicable) - 02T .0305 & DC: (Pump Statio
siTo -cc Mr
COMPLETE FOR EACH PI.5\41) S ATION INCLUDED /N THIS PROJECT
I Pomp station number or name:
Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
Diesitvi How °tithe pump station: milhons igallons per day (firm capacity)
4. Or)erational pnoilms) of the putrip(sn gallons per minute at feet: iota dynaia hoad (TDiri
SLIM maczehe force main. to be permitted (for this rump Station):
Size (inches) Length (feet) j Material
r -
505
6, Power reliability in accordance with Vii:AC: 021
s!andby po,ver source or pump with automatic activation and telemetry -ISA NCAC 021 ,0305(h)( )(B):
Required for all pump stations with an averai„Le claiiy flow gr,:‘,;:iter Man or equal to 5000 gallons per day
he permanent to facility
tii,)r if the pump station has an, averagedaily flow less dt:in 15,000 cal bus per day:
j Portable power source, with manual act.ivation„ quick, -connection receptacle anti telemetry - NCAC 02T
0305(h)( )(C)
Ur
[11 Portahlc pumping unit with plutryied emeiencv pump connection and telemetry 050 'Nr(1.:,AC: 02.-1' .0.305410(1)(c):
shill be demonstrated to the Diviiori that the portable source is owned or contracted by the applicant (draft agrecnient)
and is compatible with the station,
i,;i) lithe portable power source or pump is dedicated to multiple nurnp stations, an evaluation of- all the pump stitlaions' sturitt4e
capacities and the rotation schedule or the portahle power source or piup, including travel timefraines, shall be provided
in the (rase of a multiplo station power outae,
ForsA 041
-
Pac.; 5

'BACK'S & : EPIR,',.
t ct comp)),tiitll "cliff separatio 1)
j Storm sewers and n!
Water main
Water plains (llorizo
1 Reclnirned water
1 Reclaimed Gva
4�Eriss i.! l{i1�C3i
*V al rs eL
hi'?i visit
tiMI DdSeri
in
101`i l(
Any other stream, lake,
3t; the p roi F:_'L3.
See the
l'slo variance
As built
ins
se iaratioi
Seiback Parameter*
ed belts« lverti�i)
e lai
udi ig in be
sewer)
upply source, including any v I(
r k n.4
L)r ound
ions C' 1(1 l}_.
d if t1
uld rererener toe
Jilt 13
;its Ili 4f) l 'A aiei
Ind it)
l�.l_��3l.iflt (
5)lall be_p; vided for
Zeuu
rig taitl.)-)rl L1i?l i ai 40Ntati)il'.�.
rCf l'CatioilS?
k „). i ()
Iw,..'.. ,
AC � � t
been al4;711''{,l m'i`., C r hay
sedimn '! (atwr, control ()lams,stOrtnwater 3'.ain):) r !n nil
i rmu1
that zl;`i.', (iced ecl
24 inehe3
18 inches
10 feet _ {
s of C lass- 1 or
'mom normal
drain
18 i
50
0)05() ci,.winot be >ifsniPved.
Water
o $e parati(m) i 3
lOi< eann3t i_l4 meet
i7C'd In ( _t1;;3{ and `nnstructiott
liheatio..;)n
certificati0., da ta; _'ilttori3 are b i;"l...x prepared
t 00t issuanc
r i t y <<J'.,
+/e> ?ill '.C`,lllc3
deteriorates it
i. peal)
". s, ,.itP

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_Min imum,Design Criteria (latest _version) as applicable?
►�1 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:
Dave Bartone, PE
1,
attest that this application for
(Professional Engineer's 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 supporting 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 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.
a4uDa.aaa4aD0
� A R °°°°°
North Carolina Professional Engineer's seal, signature, and d at� , °Q°° O 0
9
EA Lv 6/ 2021
D3DF2D72333AA947A... o 0
0 0
365
o
o °e GI� t/
�� lj `oOOO0000°°°° O a COOS
00°QO
D.a
D g AR oo
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Allen Smith - Town of Carthage, Public Works Director
1,
attest that this application for
(Signature Authority's name & title from Application Item I.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: ,
g �
Date: 6/7/Ze
FORM: FTA 04-16 Page 5 of 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: Town of Carthage
Project Name for which flow is being requested: Moore County Courthouse and Renovation
More than one FTSE may be required for a single project lithe owner of the WIT7P is not responsible for all pump
stations along the route of the proposed wastewater flow.
. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Moore County Wastewater Treatment Plant
b. WWTP Facility Permit #: NC0037508
Allflows are in MGD
c. WWTP facility's permitted flow 10.000
d. Estimated obligated flow not yet tributaryto t e WWTP .82119
e. WWTP facility's actual avg. flow 5.45000
f, Total flow for this specific request .01008
g. Total actual and obligated flows to the faciitty 6.28127
h. Percent of permitted flow used 62.8127
11. Complete this sectioneach 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:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design
Average Approx, Obligated, Total
Pump Pump Daily Current Not Yet Current Flow
Station Station Firm How** Avg, Daily Tributary Plus
(Name or Permit Capacity, * (Firm / pl), Flow, Daily Flow, Obligated Available
Number) No, MGD MGD MEiD MGD How Capacity***
Hwv 22 WQ0036420 0.460 0.276 0.1485 0.0437 0.-192) 0.0748
CoxCito .WQ0036420 0.864 0.400 0.285 0.0515 0.3365 0.0543
WQ0036420 0.864 0.432 0.297 0.0947 0.3917 0.0311
* 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 ofservice.
** Design Average Daily Flow is the firm capacity ofthe 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 is < O.
Downstream Facility Name (Sel.ver): Moore County Public Utilities
Downstream Pernut Number: 'S00034
Page 1 of 6
FrsE 10-18

III. Certification Statement:
I Randy G. Gould, PE certi fy to the hest 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 1 and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
2
Signr'ng Signutzc e
Lt
/do
Title of Signing Official
Pay, e "' of 6
1-'i'10.1

III. Certification Statement:
I Allen Smith 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature
Town of Carthage - Public Works Director
Title of Signing Official
Page 2 of 6
O6: /7/ZoZl
Date
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PA: -
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
O.
Pump Station (Name or Num
Given that:
a. The proportion and amount ofObligated, Not Vet Tributary Daily Flow (C) accounts for
'A and MGD oCthe Available Capacity (E.) in Pump Station
; and that
b. The rate of activation of this obligated, not vet 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
andlor
planned completion in
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justilication 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 sys, rn owner from complying with. G.S. 143-
215.67(21) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Pon .3 or()
FFSF 10-18

Instructions for Flow Tracking fort (Fe SE) and Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name; Enter the name of the WWIP that will receive the wastewater flow,
b. WWTP Facilitv Permit 4: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow,
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
Estimated obligated flow not vet tributary to the WWTP, MGD: This includes flows allocated to other
construction projects not yet contributing flow to the collection system. Flows allocated through interlocal
agreements or other contracts not yet contributing flow to the collection system are also included, For POTWs
that implement a pretreatment program, include flows allocated to industrial users who may not be using all of
their flow allocation. Please contact your Pretreatment Coordinator for information on industrial flow tributary
to your WWTP,
As of January 15, 2008 the POTV,/ should have reviewed flow allocations made over the last two years and
reconciled their flow records, to the best of their ability; so it is known how much flow has been obligated and
is not yet been made tributary to the WWTP, in accordance with local policies and procedures employed by the
reporting entity,
.WWIP facility's actual ave. flow, MGD: Previous 12 month average.
f. Total flow for this specific reAuest, MGD: Enter the requested flow volume,.
otal actual and obi i ated flows to the facilitv. MGD Equals td e -1- f]
h. Percent of:rmtted flow used: Equals / 04'100]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there is 0.5
MGD of flow that is obligated but notyet. tributary. The annual average flow for 2007 is 2.7 MGD. There is a
proposed flow expansion of 0.015 MGD,
The. first Form FUSE subm tttcd after January 1.5, 2008 may have numbers like this:
c. — 6,0 MG D
, 0.5 MGD
e. — 2, 7 MGD
f = 0,015 MGD
g. — 3.215 MG[)
h „ 6 '14)
The next Form FTSE may he :dated like this with a proposed flowexpansion of0,102 MGD:
c. 6.0 MGD
d. — 0,515 MEM
e , — 2 7 3 MG[)
0.= O. I 02 MGD
g. = 3 3 49 D
h. .5 , 5/6
Each subsequent ETSE farm ‘yill he uF,Aatcd in the same manner.
FI554 I0-18

Section 11
List the pump station name or number and approximate pump station firm capacity, approximate design average
daily flow (A) approximate current average dailv flow (B), and the obligated., not vet tributary flow through the
pump station (C) for each pump station that will be impacted by the proposed sewer extension project. Calculate
the total current flow plus obligated flow (D=B-43) and the available capacity (EA-D). Include the proposed flow
for this project with other obligated flows that have been approved for the pump station but are not yet tributary
(C).
Firm capacity is the maximum pumped tlow that can be achieved with the largest pump out of service as per the
Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking Factor ( pt) of not less t
2.5.
If the available capacity (E) for anv pump station is 0, then prepare a planning assessment for that pump station
if the system has -future specific plans related to capacity that should be considered in the permirting 'process.
(A) (B) (C' (D)=(B+C) A-1 )
Obligated,
Design Approx. Not Yet Total Current
Firm Average Current Avg, Tributary Floi,,v Plus
Pump Station Capacity Daily Flow Daily Flow, Daily Flow, Obligated Available
(Name or Number) MGD (Firm pn D NICip Flow Capacity*
Kay,/ Creek PS
0,800 0.320 0.232 0.080 0.332 -0.012
Valley Road PS 0.758 (1472 0:135 0.607 0.151
3 of 6

0auoinuAsueasmcnt Addendum luy(ruc<iuny
Suhmic o n/uoniniz assessment addendum for cach pump sxnbon listed In Section U xhcrt uvuUab|L- cupacii_I is <0.
/\ planning assessment fbr KuwCreek PS (see example data above) may be perhonoedtocvn|uanswhether there is
si�ni�con�|i��|ihoodthu|nccd�dimpnov�m�o�oroduo/ion�innh|i��(�dDuxsoiUbcinplace prior noachvmingthe flows from the proposed sewer extcrislon project.
If the system dlecides,o accept the flow based on a planning assessment addendum, it is responsible (o manage the
HOW WithOUt capacity related sanitary overflows and must take all steps, riccessary to complete the project or control
[lie rate of flow to prexcmsooimry scn/crovarflovs�
The p|unoin", assessment mov idcnhf�; u ftindcd Project cunrn/b/ in designoccongruchon. or o p{aooed project in
the hu(orc not yet funded but in o fbnno| plan adopted by the systcm. The system should carefully weigh the
certainty ofsucccssk/| timely prOjec, completion for any expansion, flow management diversion or infiltration and
inflow elimination pro rcts thot are the foundation Of a p|onucd so|uhon to capacity rruckin, and acceptance
comp|iance�
[orcxamp\r:
Given tku|�
o.
The proportion and amount u[oNiguted,not. vet ,ribumryflow uccoumsfor 24YVoand Ol8ONIGDo,�`dhc
committed flow in Punip Station Kuo Creek, and that
The rate of activation o('tbiyob|Wa|eJ, not vet tributary cnpaci4/ iscunrndv oppn`dmo^c|y 0.01 MGD
per vcur�and that
C. A Funded, capital puoJeuthx/ wiU provide thenquircd p|unncd cupxcirNi.numeh/
is in design or tinder construction �vith P[anned
completion in and/or
dL The tbUowin-Yapplies:
The master plan and /cn vcor capital plan contain recommended scope and [undin-, for capital nnjcu entitled
KuvvCreek Pun�� 3udon uD�rud� whb [u[�i��l��Ig�d m]u|v 2U}4. Th� prui�c/ is planned to add 0.|OO ��GU
uzthe Firmoupnci,/ofthcpuo4Pstation bvOcmbor2U|5. [ou|usiuoofdhisproposed capital Dnjnutusucondition
of this Flow Tmckio�\4cccp|aocc f�r S�*o E�ucusion Pcrmi� App\iumioo c|cvu�cs |his projcoiy priorim for
Fundin�andcoomruc|ion�uhcimp|cmcn�cduhoudo[�h�uctivutiono�obU�u�d`ooLye/tribuLanUovainamounts
that exceed the firm pump station capacities identified in Section U above.
Given nusonoh|yuxpec^:d cundhioos and Planning in[ormobon,tberc is to ihis Onw
to be permitted, whhoutnsignifican\ oCuvcr-oUocahogcnpnciU in rbc systrm inhnsouc\urc�
P6of,6
F1'8C |Q-|81

•
...I 0
• d‘2
g 8 Ew
LiJ• OZ
44 6
•
eg
ce
0
Li
.4c
O 4
LW 0
• Lthi
I—
*gt
kA
9
„409.0
.0. . A 41.44.19.444.00.
NAHA

Moore County Courthouse and Renovation
May 26, 2021
E
o —
0
E
0
0
0
O - O
Greenways/ Walking Trails
Moore County
Trails Markers
cn
A