WQ0040277_Application (FTSE)_20181011

dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Dame
Smith Creek Village Apartments Private Sewer
Location Address
Owner
Owner lame
Hawthorne at Smith Creek Apartments LLC
Major/Minor Region
Minor Wilmington
County
New Hanover
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Philip M. Payonk
i
806 Green Valley Rd j
_ :Dates/Events Greensboro NC 27408
Scheduled
Orig'Issue App Received Draft Initiated Issuance Puhlic Notice Issue Effective Expiration
C
2018
Regulated Activities Requested /Received Events
Additional information requested
Additional information received
ouffall

ARAMOUNTE
E M C3; I N FE a FZ I " C3 , I M C "I .
122 CINEMA DRIVE
W I L M I N G T 0 N N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7 ( 0 ) 9 1 0- 7 9 1- 6 7 6 0 F
L E T T E R 0 F T R A N S M I T T A L
® Originals
® Prints
❑ Shop Drawings
❑ Calculations
E] Correspondence
❑ Plans
E] Specifications
❑ Other as listed below
Ww"i
Fast Track Sewer Submittal Smith Creek Village
...........................................................
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Signed, -
Dan Fisk) PEI
RECEIVED/MCBEHR/DWR
0
SEP 0 7 U.
Water Quality Regional
Operations Section
\Nilmington Regional, Office

• File an Annual Report/Amend an Annual Report o Upload a PDF Filing * Order a Document Online
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Limited Liability Company
Legal Name
Hawthorne at Smith Creek Apartments, LLC
Information
Sosld: 1705967
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 5/22/2018
Registered Agent: Davenport, Samantha
Addresses
Mailing
806 Green Valley Road, Suite 311
Greensboro, INC 27408
806 Green Valley Road, Suite 311
Greensboro, INC 27408
Company Officials
Principal Office
806 Green Valley Road, Suite 311
Greensboro, NC 27408
Keg malting
806 Green Valley Road, Suite 311
Greensboro, NC 27408
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.

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 Rescaurce� FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:W"O —1 O 77r)
pP (to be completed by DWR)
All items must be completed or the application Will be returned
I. APPLICANT INFORMATION:
I.
Applicant's name: Hawthorne at Smith Creek Apartments, LLC (company, municipality, HOA, utility, etc.)
2.
Applicant type: [] Individual %Corporation El General PartnershipPrivately-Owned
Public Utility
ti '
❑ y lity
❑ Federal ❑ State/County ED Municipal
3.
Signature authority's name: Philip M. Payonk per 15A NC AC, 0 T .0 I ll6(b )
@�!!
Title: Manager
4.
Applicant's mailing address: 806 Green Valley Road, Suite 311
City: Greensboro State: NC Zip: 27408-
5.
Applicant's contact information.
Phone number: [phone] Email Address: [e-mail]
0 7 2018
II. PROJECT INFORMATION:,^
I .
Project name: Smith Creek Village 0,�,.,@v
��•+a'4"'^'m'w.+rs•welv'°'°"-."v'^"a
?.
Application/Project status: Z 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 pen -nit number: WQ00
3.
County where project is located: New Hanover
4.
Approximate Coordinates (Decimal Degrees): Latitude: 34.28 J Longitude:-77.86'
5.
Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
•Professional En2ineer:,1
Firm: Par amounte Enaineering, Inc.
Mailing address: 122 Cinema Drive
City: WilmiWon
Phone number: 910 791-6707
State: NC Zip: 28403-
Email Address: dfisk_(&,,paramounte-eng.com
IV. WASTEWATER TREATMENT FACILITY ('TF) INFORMATION:
L Facility Maine: James A. Loughlin Permit Number: NPDES NC 0023965
Owner Name: CFPUA
V. RECEIVINO .DOWNSTREAM SEWER. INFORMATION (If different than WWTF):
1. Permit Number(s): W = _ wns eam eceiving f
Systein Vide Collection Svsteni Perinit-Nuniber(s) (if a licab e .
Owner Names � (• ). CFPITA
gj o a ��
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
l . If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
0Yes ❑No E]N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Onerational A rreement (FORM: DEV) been attached?
❑ Yes []NTo ZN/A
3. If the .Applicant is a oine-Truperty 0"-ners' Association, has an Operational .—greeinent (FORI-i• sHOA ) been attached?
[:]Yes (]Nlo ONI/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 andor Motels
❑ School : preschool / day care ❑ Medical / dental, veterinary facilities El Swinu-ning Pool `' lubhouse
❑ Food and drink facilities b
❑ Church ❑ Swimming Pool Filter Backwash
❑ .Businesses / offices / factories ❑ Nursing Horne ❑ Other (Explain in Attachment
5. Mature of wastewater: 100 % DOmestic''Commercial % Commercial
% Industrial (See f 5A, N CA C:' 02T .0 t W L20 ))
Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 1 SA NCAC,. 021T .0114(0? ❑ Yes NNo
r If ves, Drovide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
8.
Establishment Type (see 0 T 011 )
Multi -family (1 &2 bedrooms)
Multi -family (3 bedroom)
Clubhouse
Pool
Daily Design Flow alb
A. gal/unit
360 gallunit
5 gaL seat
10 gal/person
gall
gall
No. of Units
Flow
288
695120 GPD
30
10,800 GPD
86
430 GPD
70
700 GPD
GPD
GPD
Total
815050 GPD
a See I SA'_C'AC 0?T .0i 14(b), (d')(e)(1) aiid (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow ner
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 flow rates for establishments not identified [in table t 5A. -:\1C.'AC:' t3?T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 81,050 GPD (per 1 >A NC; ,C02T .() L�4)
� Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Perimit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2. of 5

'III. GRAVITY SEWER DESIGN CRITERIA (If Applicable) .02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8-inch
11915
PVC AWWA C900
8-inch
80
DIP
Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversmng lines to meet minimum slope requirement is not allowed and a violation of the MDC
VHI. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) I Length (feet) I Material
6. Power reliability in accordance with 15A NCAC 02T .0305
Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305 1) B :
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 if the pump station has an average daily flow less than 15,000 gallons per day:
El Portable power source with manual activation, quick -connection receptacle and telemetry 1 p ry - SA NCAC 02T
.0305(h)(1)(C)
or
[] Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305 h 1 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.
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 NCAC 02T .0305(f)):
1. Does the project comply with all separations found in I A N(7AC 412T .0.3p & Yes ❑ o
r' 15A - - C 0.)T.0f � contains alternatives where separations in 02T.030,5f f} cannot be achieved.
"Stream classifications can be identified using the Division's NC Surface Water Classificatiops �N,ebnatTe
If noncompliance with 02T.030 5 (f) or NO. see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes Z No ❑ NIA
Seethe 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
r As built documents should reference the location of areas effected
1rg^e, A oam % L tAf i° �iR
3. Does the protect comply with setbacks found in the river b1sin rules per 15A ".\TCAC 02 B .0200'? ❑ Yes ❑ No ® N'A
This would include Trout Buffered Streams per I .A. NCAC 2B.0_2)02
L%J%W%J L.L1V N1 %JJ,,L,L i,,yUi1 V, %,vvciatctdULLIU IZduvn unuer a -FU4 iNationwicle or IN Yes U No
individual permits or 401 Water Quality Certifications?
y= Information can be obtained from the 401 & Buffo Permittinu- Branch
5. Does project comply with 15A NC,A(" 02T.0I {15(c)(6) (additional pen-nits/certifications)? 0 Yes ❑ No
Per 15;A NC'AC 02 T .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 15.E_NCAC }2T_0= �z �t
0-., high -priority sewer " means any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streamban.ks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes JE No ❑ N/A
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. CERTIFICATIONS:
1. Does the submitted system comply with 15A :`CAC�022T_,, the Minimum Desitrn Criteria for the Permitting of Punip Stations
and Force >]rlains (latest lerslon)and the Gravity Sewer Minimum D_ esien Criteria latest version) as applicable?
Z 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 re uired prior to submittal of the Fast Track A-plAcation and supporting documents.
2. Professional Engineer's Certification:
I Z>
k _-T
(Professional Engineer's name from Appl ication Item III. 1.)
attest that this application for
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. I 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 S 10,000, as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per I5A NICAC 02T .0106(b):
VrA
- I VuAl-P ?4WVV1,W-.
(Si
Ere Authority's name & title from Application Item I.3.)
attest that this application for
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 sunject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface or the land gill result in an immediate enforcement action that may include civil penalties,
injunctive relief, anc 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 143-115.6A and 143015.6B, 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: Date: �!7
FORM: FTA. 04-116 Page 5 of 5

State of Forth Carolina
Department of Environmental Quality
Division of Water Resources
;ri s { >t 1T Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Gordon Road Investments, LLC
Project Name for which flow is being requested: Smith Creek Village
More than one FTSE may be required for a single project i f the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewaterflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. Vv NTP Facility Name: James A. Lou in orthside V `'VTP
b. WVVTP Facility Permit #: NPDES NC 0023965
All flows are in MAD
c.
WWTP facility's permitted flow
16.000
d.
Estimated obligated flow not yet tributary to the VVVVTP
2.623
e.
WWTP facility's actual avg. flow soon10.661
VM wv�
f.
Total flow for this specific request
0.081050 .�
g.
Total actual and obligated flows to the facility
13.3 64
h.
Percent of permitted flow used
83 5%
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:
(A)
($)
(C)
(D)=(B+C) (E)=(A-D)
Design
Obligated,
Pump
Average Daily
Approx.
Not 'Set
Total Current
Station
(Name or
Firm
Capacity, *
Flow**
(Firm / pf),
Current Avg.
Daily Flow,
Tributary
Daily Flow,
Flow Plus
Obligated Available
Number)
MGD
MGD
MGD
MGD
Flow Capacity***
89
11.444
4.577
4 401
1 120
Jz QQ,
The Firm Capacity 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 gaily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
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): Ca e Fear Public Utility Authori
D�
Downstream Permit Number: W40020442
Page 1 of 6
FTSE 04-16

TH. Certification Statement:
I Matthew Tribett, CFPUA En r. Mgr certify to the best of m knowledge addition
the y ge that the add�t�on of
volume of wastewater to be permitted in this J project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project ' p ,� t �s not anticipated to
cause any capacity related sanitary sewer overflows or overburden an downstream '
en route to the receiving trey y pump station
. g identified
treatment plant under normal circumstances, given the implementation of
the planned improvements �dentif ed in p
the planning assessment where applicable. This analysis
has been performed in accordance with local establishedpolicies y
policies and procedures using the best
available data. This certification applies to those items listed above ' '
m. Sections I and Ii plus all
attached planning assessment addendums for which I am the responsible .
form indicate � party. Signature of this
s acceptance of thus wastewater flow.
Signing Official Signature
Page 2 of 6
FTSE 04-16

PLANNING ASSESSMENT ,ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Availa
ble
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily FlowC accounts for
o t)
24% total flow /o and 1.389 MGD of the Available Capacity E in Pump Station
89 ; and that
b. The rate of activation of this obligated, not yet tributary capacity is current!y approximately ately
MGD per year; and that
c. A funded Capital Project that will provide the rewired planned capacity, name!
Smith Creek P S Upgrade Y
p� is in design or under construction with
planned completion in 3rd quarter 2018 ; and/or
d. The following applies:
A second funded capital project, namely the Blue Clay Road Force Main, will also provide
additional cap aci at Pump Station 89 by divertiR&existipg flow that is current! tribut
to Pum Station 89 direck to Northside Wastewater Treatment Plant.
Therefore:
Given reasonably expected conditions and lamjustificationp g �nf'ormat�on, there �s sufficient to
allow this flow to be Dermitted. Without s Ci ornif nint - --- _ _ 0�_ • ,y
system infrastructure.
I understand that this does not relieve the collection system owner . from complying w'
with G. S . 143 -
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste
disposal system.
p
Signing Official Signature
Page 3 of 6
ate
FTSE 04-1 6

SMITH CREEK VILLAGE
NEW HANOVER COUNTY
NORTH CAROLINA
SANITARY SEWER DESIGN NARRATIVE
Prepared for:
Hawthorne at Smith Creek Apartments, LLC
806 Green Valley Road, Suite 311
Greensboro, NE 27408
PARAM�tJT�#*TT
E " G 1 " E E R i N G t N C.
122 Cinema Drive
Wilmington, NC 28403
NC License #: C-2846
Project # 16252.PE
August 2018
i

PROJECT NARRATIVE
Hawthorne at Smith Creek Apartments, LLC is proposing to construct a multiple family
development at 4645 Gordon Road (New Hanover County Parcel ID R04300-001-004-000). The
property has an approximate latitude and longitude of 34 ° 16'49" N, 77 ° 51'48" W and drains to
Smith Creek which has a stream classification of C;Sw (18-74-63) and is within the Cape Fear River
Basin.
The private development will consist of 318 apartment type units (288 1-2 bedrooms and 30 3-
bedroom) units along with clubhouse and pool. The total wastewater generated by the project will
be 8131050 gpd per the corresponding use table. The private line lengths are as follows: 1,995 LF of
8" gravity sewer.
The public portion of the project will modify the gravity sewer near Gordon Road to serve a future
mixed use lot that fronts Gordon Road. The lot is 1.289 acres, therefore, a flow allocation of 1,135
gpd is shown. The public line lengths are as follows: 867 LF of 8" gravity sewer.
The project contains gravity lines and manholes which are within 50' of wetlands. The plans require
and show pipe materials and testing to meet watermain standards and for manholes to be fully lines
with waterproof material and vacuum tested for these sections.

Project Name: Smith Creek Vill ge
Client: Gordon Road In�est
Project Number .PE ments, LLC.
p
Pre a red B M
y 16252RA
CWM � r N�
PA OUN
Date: 4/4/18 E NF-= R I N C�. I N C--.
Wactpw�fe.�.
Residential: Multifamily
Use
Multifamily (1 & 2 bdr.
In ut
of units
Pro ected Demand
Multifamily (3 bdr.)
288
30
240
gpd/unit
Demand
69 120
Community Center
360 gpd/unit
�
10,800
gpd
gpd
Use
Clubhouse
In ut
of seats)
---------
Pro ected Demand
6
5
gpd/seat
Demand
Use
Pool Area
In ut #
f persons)
Pro 'acted ©errand
430
gpd
0
10 gpd/person
Demand
700
gpd
*NOTE: The most likely use of the Community Center buildin s wi
I be sp
ace pace for
81.050
GPD
per the 2T rules, the best use to model these buildings would be a
hold, we approximated that a 201 x 20` area
receptions or other similar gatherings. In order to project the wastewater de
hurch with kitchen 5 al demand
{ g /seat), To calculate the number of seats fihafi
be used for seating, leaving the rest to
would seat 10 persons
miscellaneous building needs.
10` � each building could
{ dra. Table w/ chairs). This calulafiion assumes that 75% of a buildings floors ace co
p could
Building I.D.-17-
Buildin g
Area sf
()
Seats (B.A./400 SF)*75%*10
4,600
86

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SITE KEYNOTES:
❑1 21' CURa a GUTTER (TYPCLAL • SEE OETAIL) 1❑b DOUML C YELLOW CENTER LINE
ASPHALTPAVE►dENT(TYPICAL-SEE DETAIL) 17 4' WHITE TURN LANE LINE
LrJ CONCRETE PAVEMENT (TYPICAL -SEE DETAIL) l 4'WHITE MINI -SKIP LINES
❑4 CONCRETE SIDEWALK (TYPICAL - SEE DETAIL) 1❑ 4- WHITE DIAGONAL LINES (TYPICAL)
® TYPE 1 HANDICAP RAMP (TYPICAL -SEE DETAIL) ® 8' YELLOWDIAGONAL LINES r -.� - � - -, � - ` - ,7Q' x
© TYPE 2 HANDICAP RA14P {TYPICAL -SEE DETAIL} ?1 WHITE LEFT TURN ARROW _I'r
I ! 1 31 25 Taf - = 1
_
a
7 TYPE 3 HANDICAP RAMP {TYPICAL - SEE DETAIL) ?L_j WHITE RIGHT TURN ARROW
0
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tit
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1 ij,';i;;:: ji r.. S%;•?;;i: i�
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9 W E S (TYPICAL- SEE DETAIL) ? f OUNT 8LE CONCRETE MEDIAN OR YELLOW PAINT
)
i
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90
f
DV}dPSTER AND RAMP ACCESS (SEE RRCHiTECTVRAL PI1W5} ® l2' WHITE lAINlSKP LINES (ROUND -A -BOUT) Sr
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11 GEOBLOCK 5150 ALL WEATHER EMERGENCY ACCESS (SEE Demo® WHITS STRAIGHT AND LEFT TURN ARROW (ROUND A-0 UT)
In
VAN HANDICAP PARKING SPACE. PROVIDE SIGN PER DETAL. PI 4' O LINE "'" (TYPICAL) CAL) YELLOW E !
' 4• °a r rt !
13 STANDARD HANDICAP PARKING SPACE PROVIDE SIGN PER DETAIL. TYPICAL 2 4' WHITE PARKING STRIPING :>•:• r.;:;,:.,. 19
14 RETAINING WALL (TYPICAL -DESIGN BY OTHERS) 30'• CURB d GUTTER {TYPICAL • SEE DETAIL) �' t 2 r { 4 ar ;?•'': 5 ' i3
24' WHITE BAR
b
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