WQ0041443_Application (FTSE)_20200213

Permit Number W00041443
Central Files. APS _ SWP
1 /28/2020
Permit Tracking Slip
Program Category
Status
Project Type
Non -discharge
In review
New Project
Permit Type
Version
Permit Classification
Gravity Sewer Extension, Pump Stations, 8 Pressure Sewer Extensions
A
Individual
Primary Reviewer
Permit Contact Affiliation
dean.hunkele
Coastal SW Rule
Permitted Flow
Facility
Facility Name Major/Minor Region
The Lofts at Park Avenue Private Sewer Minor Wilmington
Location Address County
New Hanover
Facility Contact Affiliation
Owner
Owner Name Owner Type
Tc Ivey Properties LLC Non -Government
Owner Affiliation
Anthony W. Ivey
1308 Bayside Cir E
Dates/Events Wilmington NC 28405
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
1/27/2020
Reaulated Activities _ Requested /Received Events

Coastal Land Design. PLLC
Civil Engineering/Landscape Architecture
Land Planning/Construction Management
P.O. Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
w .cldeng.com
To:
NCDEQ-DWR
127 Cardinal Drive Extension
Wilmington, NC 28405
[phone]
Attn:
Dean Hunkele '
❑ As Requested
❑ Sent via Mail
JAN 2 7 2020
Date:
January 27, 2020
File:
135-04
Subject:
Fast Track Sewer Application
The Lofts at Park Avenue — Private Sewer
Extension
❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Courier
Quantity
Drawing No.
Description
I
Original
Submittal Cover Letter
1
Check
In the Amount of $480.00
1
Original
Fast Track Sewer System Extension Application (FTA-04-16)
1
Original
NC Sec. of State Documentation the Applicant is Registered in NC
1
Original
Flow Tracking/Acceptance for Sewer Extension Applications (FTSE 10-18)
1
Original
Supplemental USGS and Street Level Maps
1
Copy
All Items Listed Above
RECEIVED/NCDENR DWR
i 20
Water Quail ty Regional
Wilmingtpn Regional Office
Remarks Please contact our office should you have any questions or concerns. Thank you.
CC: File Coastal Land Design, PLLC
Signed

Coastal Land Design, PLLC
Civil Engineering/Landscape Architecture
Land Planning/Construction Management
January 27, 2020
NCDEQ -DWR
1617 Mail Service Center
Raleigh, NC 27699-1636
(919) 807 — 6312
Re: Fast Track Sewer System Extension Application for The Lofts at Park Avenue (Private)
The Lofts at Park Avenue is a proposed multifamily residential project with some commercial space located on
Park Avenue in central Wilmington, between Hinton Ave and Sebrell Ave. The tract is 0.97 acres (42,253sf) and
is zoned community business (CB). The wastewater design flow rates for the Lofts at Park Avenue are based upon
the 15A NCAC 02T .0114 rules. This development will contain three 3-story buildings that contain a total of 39
single -bedroom apartments at 240 gallons per day (GPD) and one single -story leasing office at 50 GPD. The
leasing office will be open for one shift a day and contain a maximum of two employees. The total daily design
flow for this development is 9,410 GPD.
A separate submittal is being made to NCDEQ for the public extension of the CFPUA gravity system from the
existing 8" gravity sewer infrastructure within Park Avenue to the Park Avenue ROW for this project. This
submittal carries that public extension into the project site with 239 linear feet of private gravity sewer. This
submittal also carries the total daily design flow of 9,410 GPD. A FTSE is included in this submittal as the sewer
from this project flows to the James A. Loughlin (Northside) W WTP NC 0023965 — owned and operated by the
CFPUA.
Included with this submittal are provided below:
• Item B. Cover Letter (This Sheet)
• Item C. Application Fee ($480.00)
• Item D. Fast Track Application (Form: FTA 04-16)
• NC Sec. of State Documentation the Applicant is Registered in NC
• Item E. Flow Tracking for Sewer Extension (Form: FTSE 10-18)
• Item F. Site Maps (USGS Topographic Map and Street Level)
If you have any questions or need any additional information, please feel free to contact our office.
Very Respectfully,
SEP,L
0?_8858 _
Jeff Petroff, P.E.
Project Manager
co; File
v
P.O. Box 1172 Wilmington, NC 28402
Phone: [phone] F a x : 9 1 0 - 2 5 4 - 0 5 0 2 Nv w w. C L D e n g. c om

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 y/ ( FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number6A QQ—l1 qq3 (to be completed by DWR)
All items must be completed or the application will he returned
I. APPLICANT INFORMATION:
1. Applicant's name: TC Ivey Properties. LLC (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: Tony Ivey per 15A NCAC 02T .0106(b)
Title: Member / Manager
4. Applicant's mailing address: 1308 Bayside Circle
City: Wilmington State: NC Zip: 28405
5. Applicant's contact information:
Phone number: [phone] Email Address: tonywivevna gmail.com
II. PROJECT INFORMATION: nn
1. Project name: The Lofts at Park Avenue')'mr,),;�_ ram✓
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000_ and issued date:
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.2109' Longitude:-77.8458°
5. Parcel ID (if applicable): R-06207-003-001-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jeffrey B. Petro ff License Number: 028858
Firm: Coastal Land Design, PLLC
Mailing address: P.O. Box 1172
City: Wilmington
Phone number: C�10) 254-9333
State: NC Zip: 28402-
Email Address: inetroffla�cldeng com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: James A. Loughlin WWTF Permit Number: NCO023965
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. PermitNumber(s): WQ<<Information Unknown>> Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS �&G6 � Li
I uu
Owner Name(s): l l O-
FORM: FTA 04-16 Pagel 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?
❑ 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. If the 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 .0I03(20))
is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(fl)
Daily Design Flow •"
No. of Units
Flow
Single Bedroom Loft Apartment
240 gal/day
39
9,360 GPD
420 SF General Office
25 gal/employee
2
50 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
9,410 GPD
a See 15A NCAC 02T .0114(b), (d). (e)(H 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 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 9 410 GPD (per 15A NCAC 02T .0114)
➢ 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 239 PVC C900
➢ 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 NCAC 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 15A NCAC 02T .0305(f) & M
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
® Yes [-]No
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
IS 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, W S-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 SA NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(t) cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications weboage
➢ If noncompliance with 02T.0305(f) or (a). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [-]No
➢ 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 all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ 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.04021 "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
➢ 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:
I. 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 Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents for
review. Apmroval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I, _ �:S_SFFRolr_t� r FF 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.
North Carolina Professional Engineer's seal, signature, and (
Applicant's Certification per 15A NCAC 02T .0106(b):
that this application for
name & title from Application Item 1.3.)
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. 1 will make no claim against the Division of Water Resources should a condition
of this permit be violated. 1 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 S 10.000 as well as civil penalties up to $25,000 per violation.
Signature: ------ Date:
FORM: PTA 04-I6 Page 5 of 5

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Limited Liability Company
Legal Name
TC Ivey Properties, LLC
Information
Sosld: 1569780
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 1/30/2017
Registered Agent: Ivey, Carol
Addresses
Mailing
1348 main st
blowing rock, NC 28605
Reg Mailing
po box 344
blowing rock, NC 28605
Company Officials
Principal Office
1348 main st
blowing rock, NC 28605
Reg Office
1348 main st
blowing rock, NC 28605
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Administrative Member Chief Administrative Officer
anthony w ivey carol knapp ivey
1348 main st 1348 main st
blowing rock NC 28605 blowing rock NC 28605
1 /28/2020

State of North Carolina
I;i�i�-inn w AYos4rI ltciou,, eti
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: TC Ivey Properties, LLC
Project Name for which flow is being requested: The Lofts at Park Avenue
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible for al! 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
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
16.000
3.365
10.661
0.009410
14.035
87.7
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 / pf),
Avg. Daily
Daily Flow, Obligated
Available
Number) No.
MGD MGD
Flow, MGD
MGD Flow
Capacity***
35 N/A
9.100 3.309
2.217
0.785 3.001
0.308
85 N/A 0.130 0.052 0.042 0.009 0.051 0.001
* 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:
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Jeff Theberge, 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
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.
EMG1N1Fr" K1MU MAn1A6FQ
Title of Signing Official
Page 2 of 6
FTSE 10-18

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