WQ0040612_Application (FTSE)_20190222

Central Files.- APS S
1/31/2
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ren.mirr- r4umbe,r IRIQ0040612
Permit Tracking Slip
Program Category
Status Project Type
Non -discharge
In review New Project
Permit `hype
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
A Individual
_P-4ma-ry R-oWewe-r
Permit Contact Affiliation
dean.hunkele
Coastal SWRule
Permitted Flow
IF a cillity
Facility Name
Arboretum West Mixed Use Private Sewer
Location Address
w n e r
Owner Name
Arboretum West Mixed Use LLC
Major/Minor
Minor
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Robert J. Hollis
10 S Cardinal Dr
Region
Wilmington
County
New Hanover
Dates/Events Wilmington NC 28403
Scheduled
Orig Issue, App, Received Draft Initiated Issuance Public Notice Issue Effective Expiration
1/30/2019

CSE)
ENGINEERING
January 30, 2019
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Re: Arboretum West
Fast Track Sewer Submittal
New Hanover County
CSD Project N o . 17-0417
Dear Mr. Hunkele:
RECE Jy€D1NG4ENB/DVjR
JAN 3 0 2019
,Maier Quality Regional
wil Pera ions Section
The enclosed permit applications are for +/-1,523 If of 8" Private and +/-1,032 If of 10" Public gravity sewer main to
serve a 360-unit mixed -use development located at the intersection of Military Cutoff and Station Road in New Hanover
County. There will be 1801-bedroom units, 180 2-bedroom units and three commercial buildings at the site. The new
mains will connect to an existing CFPUA manhole located on the west side of Military Cutoff. The public 10" main will be
installed by the developer and owned and maintained by CFPUA. The private 8" main will be installed by the developer
and owned and maintained by the developer. Enclosed please find:
- One (1) original and one (1) copy of Private Fast Track Sewer Application (FTA 04-16)
- One (1) original and one (1) copy of signed Developers Operational Agreement
- $480.00 application fee for private system, check #104312
- One (1) original and one (1) copy of Public Fast Track Sewer Application (FTA 04-16)
- One (1) original and one (1) copy of Flow Tracking for Sewer Ext. Applications (FTSE 04-16)
- $480.00 application fee for public system, check #104313
- Two (2) copies of the street view map
- Two (2) copies of the USGS map
If you have any questions or comments, please feel free to call. Thank you for your consideration in this matter.
Sincerely,
.0"00
Mike Broyhill
Encl.: As noted above
Cc: Arboretum West Mixed Use, LLC
3805 Cherry Avenue - Wilmington, NC 28403 - 910 7914441- www.csd-engineering.com — License # C-2710 GICSD
ENGINEERING

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Limited, Liability Company
Legal Name
Arboretum West Mixed Use LLC
Information
SosId: 1730467
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 7/24/2018
Registered Agent: Hollis, Robert J
Addresses
Mailing
10 S Cardinal Drive
Wilmington, NC 28403
Reg Mailing
10 S Cardinal Drive
Wilmington, NC 28403
Company Officials
Principal Office
10 S Cardinal Drive
Wilmington, NC 28403
Reg Office
10 S Cardinal Drive
Wilmington, NC 28403
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.

P State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 -FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 &SUPPORTING DOCUMENTATION
r: (w Q 0---- to be com leted b DWRApplication Numbe( p y >
All items must .be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Arboretum West Mixed Use, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual Z Corporation [:] General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal D Other
3. Signature authority's name: Robert Hollis per 15A NCAC ()2T .010 b
Title: Manager
4. Applicant's mailing address: 10 S. Cardinal Drive
City: Wilmington State: NC Zip: 28403-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Arboretum West
2. 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 permit number: WQ00
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.255333' Longitude:-77.826614'
5. Parcel ID (if applicable): R05105-002-001-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Howard Resnik License Number: 25483
Firm: CSD Engineering
Mailing address: PO BOX 4041
City: Wilmington State: NC Zip: 28406-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Northside WWTP Permit Number: NCO023965
Owner Name: CFPUA
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ o ° Downstream (Receiving) Sewer Size: 8 inch
S ysteni Wide Collection System Pe;ri-ni.t. Number(s) (il! applicable): WQCS
Owner Name(s): CFPUA
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
El Yes E]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Develo . er's Operational erational Agreement (FORM:: 1 EV been attached?
El Yes E]No ®N/A
3. If the Applicant is a Honie/Pr o ert Ownel-s' Association, has an O Perational A greei- rent. (FORM: HO been attached?
EI Yes []No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned Z Retail (stores, centers, malls) El Car Wash
Z Residential Leased Z Retail with food preparation/service El Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church EJ Swimming Pool/Filter Backwash
Z Businesses / offices / factories El Nursing Home [:] Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 021" .01.03(20))
Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 1.5.A .NCAC 02T .0.1140 ? EJ Yes Z No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 112T.011 (f)
Daily Design Flow a,b
No. of Units
Flow
gal/
GPD
1-Bedroom Apartments
240 gal/day
180
435200 GPD
2-Bedroom Apartments
240 gal/day
180
439200 GPD
commercial/retail
10,000 gal/
10,000 GPD
gal/
GPD
gal
GPD
Total
96,400 GPD
a See 15A NCAC" 021— .01.14(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 flow rates for establishments not identified [in table 15A NCAC 02'L011.41 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 96,400 GPD (per 15A. NCAC 02T ,011.4)
➢ 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 Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 . Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) I Length (feet) I Material
1 8 1 17523 1 C-900 1
➢ 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)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. 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: 0Longitude: - °
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) Length (feet) Material
6. Power reliability in accordance with .15A N'C.,A.0 02T .0305 h 1
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(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:
❑ 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)(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 15).A. NCA.0 02T .0305(f) & (C) ® Yes ❑ No
%� 1 1� A N(' AC O'?T (gO'i(fl rnntninc minim»m cPnnrntinnc that shall he.nrovirleri for Viewer pvStemS:
Setback Parameter*
Separation 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
8 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 II 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
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 1.5.A .NCAC 02T,0305{ contains alternatives where separations in 02T.03(5(1) cannot be achieved.
➢ **Stream classifications can be identified using the Division's .NC Surface Water Classifications web a.ye
➢ If noncompliance with 02T.03050 Or s , see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes El No ® N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ 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 'N*C:AC." 02.B .0200 ? El Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A N'CAC 2.B.020.,r
4. Does the project require coverage/authorization under a 404 Nationwide or E]Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 40.1 & B ut'Ic;r• Perinitt.i ncy Branch
5. Does project comply with 15A N C.A.0 O? F.0.105 (c)(6) (additional permits/certifications)? M Yes [:]No
Per 15A NCAC 02T.0.105 (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 15ANCAC 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 N 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 NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest versions and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
N 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 Profe-s-si-onal-Enginneer's-Certif c-ation:
I,
Howard Resnik, PE
(Professional Engineer's name from Application 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 $10,000, as well as civil penalties up to $25,000 per violation.
..........................................................................................
,�liiilr���f
North Carolina Professional Engineers seal, signature, and date. �� A ���
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025483
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Robert Hollis, Manager 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.
`1 w
Signature: Date:
FORM: FTA 04-16 Page 5 of 5

i
State of North Carolina
s t Department of Environmental Quality
t Division of Water Resources
4
.;..E Flow Tracking for Sewer Extension Applications
of. Wa-bIp
(FTSE 10-18)
Enti�ylZesieting_AlLotio Arboretum West Mixed Use, LLC
Project Name for which flow is being requested: Arboretum West
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: James A. Loughlin (Northside) WWTP
b. WWTP Facility Permit #: NPDES NC 0023965
AUJIows are in MUD
c.
WWTP facility's permitted flow
16.000
d.
Estimated obligated flow not yet tributary to the WWTP
2.774
e.
WWTP facility's actual avg. flow
10.661
f.
Total flow for this specific request
0.096400
g.
Total actual and obligated flows to the facility
13.532
h.
Percent of permitted flow used
84.6%
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)
(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 / p f),
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
77
N/A
3.312
1.325
0.498
0.269
0.767
0.557
89 N/A 14.583 5.833 4.493 1.484 5.976 _ -0.143
* 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): Cape Fear Public Utility Authority
Downstream Permit Number: WQ002632
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Matthew Tribett, CFPUA Eng. Mgr 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
identifed�-n-the—plate}ng-arse she-re-appl-i-oabl-ly-sip ha-s--been performed-in-a:ccor-dance
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.
Si.
ing Official Signature
Title of Signing Offici �
Date
/Iq
Page 2of6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
0.
Pump Station (Name or Number) :
Given that:
a. T opoition and amount ofbligated—Not ributary Daily Flow (C) ac�outf�
25% total flow % and 1.484 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 currently approximately '
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Blue Clay Road Force Main is in design or under construction with
planned completion in complete ; and/or
d. The following applies:
The Blue Clay Road Force Main is able to provide additional capacity at PS 89 by
diverting existing flow that is currently tributary to PS 89 directly to NSWWTP.
Construction of the force main is complete and was certified 4/5/ 18. The force main is
available for event management. Administrative procedures are required for full activation.
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-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
ing Official Signature
We
Page 3 of 6
FTSE 10-18

Hunkele, Dean
From: Hunkele, Dean
Sent: Thursday, January 31, 2019 2:12 PM
To: 'Rob Hollis'; Howard Resnik
Cc: Mark L. Maynard, Jr
Subject: RE: [External] RE: Pending WQ0040612 Arboretum West
Okay then I will not include the OA in the permit. The permit will need to be modified and perhaps a 2nd permit issued
down the road should you choose to sell off any items attached to the private line.
Dean Hunkele
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2004 Fax
Dean.Hunkeie ncdenr. Qv
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
htt de .nc. ov contact re ional--Offices wiImin ton
Emoi correspondence to andfirom this dare-5 is s hject to the No' rth Co.rol'itic Pubfic Records Low and rric y be disclosed to third
,parties
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emails; it is
recommended that confirmation be printed and/or saved.
Links to both trackers can be found on the sewer permitting site here: https://deq.nc.gov/about/­divisions/`water-resources/­­water-resources-
perm its1peres collection-s stems- ermits
Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
From: Rob Hollis[ma iIto: [e-mail]]
Sent: Thursday, January 31, 2019 1:45 PM
To: Hunkele, Dean <[e-mail]>; Howard Resnik <[e-mail]>
Cc: Mark L. Maynard, Jr <[e-mail]>
Subject: [External] RE: Pending WQ0040612 Arboretum West

CSD
ENGINEERING
February 22, 2019
Dean Hunkele
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington,, North Carolina 28405
Re: Arboretum West
Fast Track Sewer Submittal (WQ0040610)
New Hanover County
CSD Project No. 17-0417
Dear Mr. Hunkele:
Sewer flow Breakdown
Retail — 18 employees @ 25 gal/shift = 450 GPD
Commercial - 62 employees @ 25 gal/shift 1,,550 GPD
Restaurants — 200 seats @ 40 gal/seat = 8,000 GPD
Sincerely.,
Rodney Wright
3805 Cherry Avenue - Wilmington, NC 2.8403 - 910 7914441- www.csd-engineering.com — License # C-2710
J CSD
ENGINEERING