WQ0042859_Application (FTSE)_20211019

Permit Number WQ0042859
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Central Files: APS _ SWP _
9/29/2021
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Meadows at Wldwood Village Minor Wilmington
Location Address County
Brunswick
Facility Contact Affiliation
Owner
Owner Name Owner Type
Town of Shallotte Government - Municipal
Owner Affiliation
Walter Eccard
PO Box 2287
Dates/Events Shallotte NC 2845922:
Scheduled
Orig Issue App Received Draft Initiated Issuance P till Notice
9/29/2021 a Issue Effective Expiration
.', l(t"� �L� issued lrJ-19-a�

THOMAS & HUTTON
611 BURROUGHS 6 CHAPIN BOULEVARD, SUITE 202
MYRTLE BEACH, SC 29577 1 843.839.3545 RECENED/NCDENR/DWR
WV✓W.THO MASAN DH UTTON.COM
NC DEQ
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
SEP 292021
Water QuaNty Regbnal
September 21, 2021 operatws Swum
mNton Reglwal 011ie
RE: Meadows at Wildwood Village Phase 1 /2
Public Forcemain
Fast Track Application
J-26516.0001.500
On behalf of D.R. Horton, Inc. and the Town of Shallotte, we are pleased to submit the
Application for Approval of Engineering Plans and Specifications for Waste Water Supply Systems
for the above referenced project. The following items are included for your review:
• Narrative
• Fast -Track Application Form
• Application fee in the amount of $480.00
• USGS Map
• Street Level Map
• FTSE 10-18 (Brunswick County)
• FTSE 10-18 (Town of Shallotte)
Please review the above information and, if acceptable, we respectfully request NCDEQ
approval of the application. Please feel free to contact me at [phone] should you have
any questions or comments. Thank you for your time and assistance with this project.
Sincerely,
THOMAS & HUTTON
,4c/./•
, John Richards, PE
Principal/Project Manager
Enclosures: As listed above

HTHOMAS & HUTTON
Engineering I Surveying I Plonning I GIS I Consulting
THE MEADOWS AT WILDWOOD VILLAGE - PROJECT NARRATIVE
The Meadows at Wildwood Village is a 93-acre residential development in the Town of Shallotte, North
Carolina. The current development plan is for a master planned community of 244 single-family residential
units, constructed in five (5) phases.
The Meadows at Wildwood Village is located on the east side of the existing Wildwood Village subdivision,
approximately 500 feet east of Wildwood Street NW, at the ends of Cockatoo Drive and Frogie Lane.
The existing conditions of the site are mostly wooded with some clearing for dirt roads, ditches and borrow
pits. The site contains wetlands and waters of the U.S. as determined by the Army Corps of Engineers
(SAW-2020-01078). The existing topography is relatively flat with slopes ranging from 0-5%. The
predominant soil types on -site belong to hydrologic soil group A/D and B. The site drains to Lookout Branch
which is a tributary of the Shallotte River in the Lumber river basin. Lookout Branch, stream index 15-25.2-
2-4.5, is classified as C;Sw;HQW waters.
The Meadows at Wildwood Village site work will consist of clearing, grading, drainage improvements,
grassing, installation of water, wastewater, and stormwater systems, and roads associated with
development of 244 single-family residential units. The stormwater control measures will all be designed
to meet the requirements set forth for high density development. The runoff from the proposed built upon
area will be treated by four (4) proposed wet detention basins, existing drainage channels, and existing
storage areas. The existing drainage channels and storage areas will treat runoff from the built upon areas
on the rear half of the lots along the perimeter of the site via overland flow over a densely grassed surface.
The aforementioned runoff will drain into an existing vegetated swale, which conveys the runoff into an
existing storage area. The storage area will allow the runoff to settle, ensuring non -erosive velocities
downstream. Stormwater conveyances will consist of, but are not limited to, overland flow, curb & gutter,
piped systems, and vegetative swales.
Erosion control devices will consist of, but not limited to, temporary silt fencing, temporary diversion swales,
skimmer sediment basins, stone check dams, rock pipe inlet protection, erosion control grassing, and
energy dissipaters at outlets and areas of concentrated flows. The anticipated construction sequence is
as follows:
1. Install silt fence and tree protection;
2. Clearing;
3. Install remaining erosion control measures (skimmer sediment basins, temporary diversions, etc.);
4. Site rough grading;
5. Install drainage conveyances;
6. Install water and sewer system;
7. Install roads;
8. Install buildings;
9. Sidewalk installation;
10. Final grading, grassing and stabilization. Restore all drainage conveyances and wet detention
ponds to design specifications upon project completion.

State of'North Carolina
Y Department of Environmental Qualih
a 1 Division of Watcl• Resources
15A NC'AC 01T.0300 - FAST I•RACK SERVER SYS'I'VIVI EXTENSION APPLICATION
DI\islon of Water Resources E'I'A U4-16 K SUPPOR'I IN(; DOCUMENTA HON
Application Number:vU� J9 lo6.cu11,11a.1,n 1AM)
All items nnst be completed ur [lie application bill be rclurned
I. APPLICANTINFORMATION:
I. Applicant's name: -I own ul'Shallulle. ICumpany. nmulicipalily, IIDA, utility. etc.)
2 Applicant t) pe: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ Sanc'Comlly Municipal
3. Signature aulhurtl)'s name: (Mimi C_aither per 15A NC:\C 02*1- _010611n)
Titic: Doran lblmiulel
.I. Applicant's nailing address: 110 J3o.\ 2287
('it). Slmlloue State: NC Zip: 28459
.. Applieam's comet information.
Phone number: [phone] limail Address: tuuitherieto c ufshallotte.ur5
❑ Pl'iv;mely-ON'IICLI Public Ulilil)
❑ Other
II. PROJECI' INrOR:MA"PION:
I. V10 CC[ Irnme: I'lie Ale_uluN,;il Wilduud Villaee PhusCS I &' 2
_. Application 11n.yect lulus: N hopused (Nell Pennio ❑ H.\isdim, PemnirProjecl
Il a modilk,tiun. pro\idr the V%kllln4 peanut )IunlbCI W000 _, and issued d;nc:
Ir nett cunslrucliun but part ul a master plan. pro\ide the eaislimt permit number: W( 00--
3. ('l)tlllt\ tt here project is lucoml 11WIM\i_cli
a. Appruzimak• Coordinates (Decimal UCgrues): hitihlde: 33.57'59 lawitude:-78.24'59..
5. Paic•el11)(il'applicable): 1970001923. 1970002026
(oa Pnl"cei IU to closest dottnstreanl Setter)
III, CONSLLT:\N'I' INFORMATION:
I. PI'ul'essional Palgineer: John I I Richards. P.1; License Number: 025939
1'll'Ill: I_lolllas , I jullpl
Mailing address: 611 Burroughs K Ch_ihin_Blvd. Ste 202
C"iIN :GIs rtle Beach State: SC Zip: 29577-_
Phone number: (,S43) 839-3 a5 limail Address: rich=u'd�.jintundh.cum;\\'risgirl)�I_s?t�tanalh.c�rn
IV. WASTIAVA'1'ER TREATMENT FACILrI'V (WW''I'F) INFORMATION:
I. I'acilm Name. Shallutle i1 W IT Permil Number: W_ 0W079
Ott net Ntuuc Brunatt iel6 C'ounh
1. REC'FI\'ING DOWNSTREAM SENT R INFORMATION ortliffcrenl than \\'\Yr I,):
I Pcmm Nunlbcr(s): \VQ0012_339 DON-ilil I C;llm (ItcCCi\me) Scn cr SILC: b mch
S\,Wlll Wide l_ullCetion 5N.sten) 11em_til Numhel' s ilrtlInli_ghle): WOCS_--
Owner Nmmc(s).
FORM. 1--IA 04-16 Pa¢e I ul>

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes [:]No ®N/A
3. Irthe Applicant is a Home/Property Owners' Association has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply)
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial _% Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a Flow reduction been approved under 15A NCAC 02T.0114(0? ❑ Yes ® No
Y If yes, provide a cony of flow reduction approval letler
7. Summarize wastewater generated by project.
Establishment Type (see 021.01140
Daily Design Flow ° b
No. or Units
Flow
Gravity - SF Residential (3 bdrm) PH 1 A
210 gal/day
16
3,360 GPD
Gravity - SF Residential (4 bdrm) PHI A
280 gal/day
I 1
3,080 GPD
PS9I - SF Residential (3 bdrm) PHI B
210 gal/day
14
2,940 GPD
PSN I - SF Residential (4 bdrm) PH I B
280 gal/day
9
2,520 GPD
PS1t I - SF Residential (3 bdrm) PH2
210 gal/day
39
8,190 GPD
PSW I - SF Residential (4 bdrm) PH2
280 gal/day
26
7,280 GPD
Total
27,370 GPD
a See 15A NCAC 02T .0114(b). (d) (e)(1) and (e)(2) for caveats to wastewater design Flow rates (i.e., minimum Flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T.0114(c), design now rates for establishments not identified (in table I2A NCAC 02T 01 141 shall be
determined using available Flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 27.37o GPD (per 15A NCAC 02T .01 14)
).1 Do not include future Bows or previously permitted allocations
If permitted now is zero, indicate why:
❑ Pump Station or Gravity Sewer where Bow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow. expected
Other (Explain): _
FORM: F FA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Sununarize gravit}, sewer to be permitted:
Size (inches)
Length (feet)
Material
(Gravity) 8
301
PVC-C900 DRI8
(Gravity) 8
845
PVC-SDR35
(PS#1) 8
40
DIP
(PS #1) 8
1,396
PVC-C900 DRI8
(PS #1) 8
2,450
PVC-SDR35
i Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Y Section III contains information related to minimum slopes for gravity sewer(s)
i Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIIL PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & MDC (Panrn Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number o name: Meadows at Wildwood - PS#1
2. Approximate Coordinates (Decimal Degrees): Latitude: 32.03'04 Longitude:-80.25'42`
3. Design flow of the pump station: 0.03 / 0.02 millions gallons per day (firm capacity)
4. Operational point(s) of the punnp(s): 1 10 / 1 10 gallons per minute at 32 / 30 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
635
PVC-C900-DR 25
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or pump with automatic activation and telemehy - 15A NCAC 02T.0305(h)(1)(B)_
r Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
r Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(I)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
i If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS—(02B.0200 & 15A NCACO2T.0305(0):
1, Does the project comply with all separations found in I SA NCAC 021'0305(f) & (a) ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be orovided for sewer systems:
Setback Parameter*
Se aration Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
1 10 feel
Top sloe of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feel
Final earth grade vertical
36 inches
I SA NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
"Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
If noncompliance with 02T.0305(f) or (g). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feel of separation) ® Yes ❑ No ❑ N/A
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 setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ❑ NIA
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
)- Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ❑ Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer' means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
Y If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's Individual System -Wide Collection permit.
FORM: FTA 04.16 Page 4 of 5

X. (TR'IIPICAIIONS:
I. Doc5 the suboulted syman Comply Nwh I$:A A(- U Il'_l, A ,NwAll— el vj, (_i'ncria for the PcllnilliuL Of PUglp Stations
and Force \ lain, dom,t t onion 1. ;and the f dow ty SOcer Slinklum Dnien_ Criteria I latest s crsana l Its applicable?
❑ Yes ❑ No
If W. conmklc and submit do Variance AhenwKe Design Request aMAieuiun 1VADC IN 141 and supporting documents lot
resicw.:4grcuvnl of the request is required urior to subntihul ofthe Fat Vvele Apphoation and suuum'tine docunle•na.
PruRownl linage, (Wic;uiun:
John H. _Richards, P.E. ,r0cst that this application fur
(Professional E:ngiueel's uatnc lioln .Appliealion kcal Ill.l.l
has been rev ieoed b) ale and is acnntle. complete and consistent oilh the iu Rartnmion supplied in the plans, specilicutiuns,
engineering cakulmitlim and all other supporing do<urimmoion-to the best Way knowledge. I funher;uwsl that to Inc best
of in) knooledge the proposed design W been prepamd in accordance wilh the'upplieablc regulations. Gr;wily Sewer
\Imionon Design (Bound for Gr:n it) Scocrs (lalcsl cenion). and the \Iinin urn Design CAwrla At the Past Track Permitting
of Pump Billions and force NOW Ilmcst reniunb Ahhmyh other profess uls may bare deseloped certain portions of INS
submiunl package. inclusion of these matetia6 under ury signature and seal sigailics that 1 bare rcvicwed this nracriol and
haSe judged it to be eonsis Ctll Will the prupoSed tleSign.
NOIIS In accuadance with General Statutes I I1-215,6A and I•I ;-2I i.0B. nap person who knooingl) makes anv I'alx•
Staement mpawsentaliun. or eertidicaliun in any application package AS be guih) of a Class 2 misaauconm, which nw)
include aline not to c\cced S WIN as Dell as civil penalties up to S25AWO per violation.
"'-S H
North Cnml it Professional Vmgincel's scut, signature'and rl:hc: : s R .
I I
gEAL
2r593
✓C _9';/
t
6i
a. ;Applieunt'sC'enillcaniun per 15 AA(':A(' 02I .0106(b):
PtAA6 9
I. MIN i GP. t1-k'$ I?, TCWry %A AN ACrt5IZ attest that Ibis apprcaliun lot
I Sign:au v Awhurit)'S mnnc R tide Win Applinkm hon I.).1
hub been ray awed by me and i, accuiaue and comptew w the best of my knuo Ic lge. I understand that il'all required (n is of
this appl,cantal arc not cumplCMI and Ihal it all required suppurliug docunmatu lull and mmcluawu;S am not include(l. IbiS
epplicat ioo pnckagc is subject M being retumcd its incomplete. I und•rslaxl Thal ;m) discharge of w;tstelvswr from Ibis nun-
dis it system lu smihce Dater, ur the (mad "ill rosui in an immediate cnforcemcnt action dwt only include civil penalties.
iujunclive mlicl� and'ur criminal pruSM16011. I gill make no slain, against the Dis isiun of "!wr Rvuurccs Should a condition
of this pormil be viuhumd. I also undersnmd dual 101 required parts orthis applioniun pne'ktgc arc not cumplcled mud Own it
,ill required supporting indormalion and atachn,ents arc not included. This application package will be returned to ale as
incumplcic.
\01A, - In accunlance with General Slaunes 1412I5. GA and 1-I1-2111}• any person who knooingh makcb an) false
srm:menl, rcpresennuiml. or certification in any upplicution package shall be guilty of it Class '_ mistien,canor, which may
ncluda it tine nut It, c\seed 510.000 as well as civil penalties up m $25.000 per violation.
Biqa;sure. -U' . — .. Date
I'ORVI: F I A 0;-Ib Page 5 it

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSF 10-18)
Entity Requesting Allocation: Town of Shallotte
Project Name for which flow is being requested: Meadows at Wildwood Village Ph 1 & 2
More than one FTSF may be required for a single project if the owner of the WWTP is tot responsible for all pump
stations along the route of the proposed wastewaterJlow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a.
WWTP Facility Name: SHALLOTTE WWTF
b.
WWTP Facility Permit #: WQ 0000798
All floras are in MGD
c.
WWTP facility's permitted flow
0.500
d.
Estimated obligated flow not yet tributary to the WWTP
0.426
e.
WWTP facility's actual avg. flow
0,192
f.
Total Mow for this specific request
0.02737
g.
Total actual and obligated flows to the facility
0.645
h.
Percent of permitted flow used
_
129%
1I. 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:
(A)
(B)
(C) (D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx,
Not Yet Total Current
Station
Station
Firm Daily Flow**
Current
Tributary Flow Plus
(Name or
Permit
Capacity, * (Firm / pt),
Avg. Daily
Daily Flow, Obligated
Available
Number)
No.
MGD MGD
Flow, MGD
MGD Flow
Capacity***
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 is < 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page I of 6
FSFI0-IR

111, Certification Statement:
I W M • L • \ 1 n >>C I Y'�— ' 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 on 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.
S1 17 fJ3cia1 nature Date
oJ'Signing
Page 2 of'6
FTCF I0_IR

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 Shallotte
Project Name for which flow is being requested: Meadows at Wildwood Village
More than one FTSE nmy be rewired for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of lire proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: _
b. WWTP Facility Permit #:
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
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
0.02737
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
Pump
Station
Station
(Name or
Permit
Number)
No.
(A)
(B)
Design
Average
Daily
Approx.
Firm Flow**
Current
Capacity, * (Firm / pf),
Avg. Daily
MGD MGD
Flow. MGD
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Total
Not Yet
Current
Tributary
Flow Plus
Daily Flow,
Obligated Available
MGD
Flow Capacity***
Wildwood WQ0012339 0.468000 0.187200 0.066000 0.02737 0.09337 0.09383
* 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 is < 0.
Downstream Facility Name (Sewer): South Basin Collection System
Downstream Permit Number: WQ0012339
Page 1 of 6
FfSI 10 1S

III. Certification Statement:
[ Mimi Gaither 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.
q.7.21
Signing Offrcia! Sig at re Date
TPiyN MAr�J A CG6Q
Title of Signing Official
Page 2 of 6
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Project Limits
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Meadow at Wildwood THOMAS & HUTTON
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Town of Shallotte, North Carolina R s 1. Sc 9543.829,1545
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Location Map GEOGRAPHIC INFORMATION SYSTEMS
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The Meadows at Wildwood Village
Street Level Map
CLIENT:
D.R. Horton, Inc.
LOCATION: Shollotte, NC
DATE: 6/24/21 DRAWN BY: JML SHEET: 1 of 1
JOB NUMBER: J-26516 REVIEWED BY: JHR SCALE: 1— 400'
■� THOMAS
H HUTTON
611 Burroughs & Chapin Blvd. • Suite 202
Myrtle Beach, SC 29577 • 843.839,3545
www.thomosandhutton.com