WQ0041793_Application (FTSE)_20200727

Permit Number WQ0041793
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRuIe
Permitted Flow
Facility
Central Files: APS _ SWP _
7/9/2020
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
The Varsity Mixed Use Development Private Sewer Minor Wilmington
Location Address County
New Hanover
Owner
Owner Name
Real Properties LLC
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
7/2/2020
Regulated Activities
Outfall
Waterbody N.

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r JUL 02 2020
Intracoastal Engineering PLLC
l
July 2na, 2020
NCDEQ
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: The Varsity
PN 2019-021
Dear To Whom It May Concern,
Please find enclosed (r) original and (1) copy of Fast -Track Application, (i) fee
check ($480.00), (1) FTSE Form, and (1) USGS Topographic Map Sheet for the above
referenced project.
Please review for approval and contact us with any questions, comments or additional
information needed.
Sincerely,
Intracoastal Engineering PLLC
Charles D. Cazier;
5725 Oleander Dr. Unit E-7 Wilmington, NC 28403 (91o)859-8983

7/2/20
Sewer Narrative
The Varsity
Wilmington, NC
PN 2018-018
The Varsity is a mixed -use project proposed to occupy three existing parcels
totaling 1.56 acres. The project is located on the West side of S. Kerr Ave. approx. o.1
miles North of the intersection of S. Kerr Ave. and Fountain Dr. in Wilmington, NC.
We are proposing to serve (13) Two Bedroom & (11) One Bedroom Residential units, a
3,213 s.f. Deli, and offices with a employees/shift. The project will generate a total of
7,32o GPD of wastewater. This flow will be routed to an existing Manhole by means of a
private 6" gravity main with (3) 6" services proposed for this site. The Existing Manhole
is located within the Varsity Drive Public Right of Way near the proposed entrance to
the site. We are proposing to tie to this existing Manhole where the receiving
downstream sewer size is a 12" line. The flow will ultimately reach the James A.
Loughlin (NSWWTP) treatment plant WWTF Permit No. NCo023965. Stormwater
Runoff from this site is routed to UT of Burnt Mill Creek, classification C;Sw, Index# UT
to 18-74-63-2.

State of North Carolina
DW Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEMEXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
(��
Application Number: `6 L4 013 (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Real 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: MatthewScharf per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 1319-CC Military Cutoff Rd #172
City: Wilmington State: NC Zip: 28405-
5. Applicant's contact information:
Phone number: [phone] Email Address:
H. PROJECT INFORMATION:
1. Project name: The Varsity
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: WQ00_
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude:34.224° Longitude:-77.8860
5. Parcel ID (if applicable): R05511-001-004-002. R0551 1 -00 1 -00 1 -000 & R05511-001-002-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Charles Cazier/Design En ig neer License Number: P-0662
Firm: INTRACOASTAL ENGINEERING
Mailing address: 5725 Oleander Dr. Unit E-7
City: WILMINGTON State: NC Zip: 28403-
Phone number: 9( ] 0) 859-8983 Email Address: Charliet7a intracoastalen ing eering com
IV. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION:
1. Facility Name: James A. Loughlin(NSWWTP)
Owner Name: CFPUA
Permit Number: NCO023965
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF):
PermitNumber(s): WQ
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): _
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?
❑ Yes [:]No MN/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 MN/A
3. If the Applicant is a Horne/Proper Owners' Association has an Operational A recinm (FORM: HOA) been attached?
❑ Yes ❑No MN/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
N Businesses / offices / factories ❑Nursing Home ❑Other (Explain in Attachment)
5. Nature of wastewater: 100% Domestic/Commercial _% Commercial
_ % Industrial (See 15A NCAC 02T .0103(220))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes M No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140
Daily Design Flow 8,1
No. of Units
Flow
2 Bedroom Residence
240 gal/day
13
3,120 GPD
1 Bedroom Residence
240 gal/day
11
2,640 GPD
Deli
40 gal/100 sf
3,213
1,285 GPD
Office & General Business
25 gal/employee/shift
11
275 GPD
gal/
GPD
gal/
GPD
Total
7,320 GPD
a See ISA NCAC 02T .0114(b). W, (e)(I) 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 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: 7 320 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305&MDC (Gravity Scwersl:
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
6 245 PVC
➢ Section II & Ill of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section Ill 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) 2T 05&MDC (Pumn 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) Length (feet) Material
6. Power reliabilityin accordance with 15A NCAC 02T .0305(h)(I):
❑ 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 thestation.
➢ If the portable power source or pump is dedicated to multiple pump stations, anevaluation 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) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be nrovided for sewer systerns
® 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
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 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
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webriage
➢ 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 feet of separation) ®Yes ❑ No
➢ Seethe 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 213.0202
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.0I05(c)(6) (additional permits/certifications)?
/4�
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
➢ 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 \ ini 1101 Dcsihn Criteri i li,r llle I'r1 mitIII1L',I' I'amlp St t iu t
and Force Mains (latest version) and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
ItNo, complete and submit the Variance/Alternative Design Request application (VADC 10.14) and supporting documents
for review.Annrovnl of the reuuesl is reunlred nrior to subnlittnl of the Fast -Track Anulicatinn mud cuunorlin
documents.
2. Professional Engineer's Certification:
I• ] ! z._ � _ _ 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, 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. uuuupp�
o: u.CLaX&.,.,._
North Carolina Professional Engineer's seal, signature, and date:
R� SEAL y� -
032555
g
3. Applicant's Certification per15A NCAC 02T .0106(b)t
I Matthew Scharf / Manager __attest that this application for
(SignalureAuthority's name& title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge.) 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 lla-2154A and 143-215, .6 , 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 $10,00I0 as well as civil penalties up to $25,000 per violation,
Signature: _ ` ' Date: 4/14/20
FORM: FTA 04-16 Page 5 of 5

7/9/2020
North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form
Print an Amended a Annual Report form
Limited Liability Company
Legal Name
Real Properties, LLC
Information
Sosld: 0660590
Status: Current -Active O
Date Formed: 1/22/2003
Citizenship: Domestic
Annual Report Due Date: April 15th
Currentgnnual. Report Status:
Registered Agent: Scharf, Matthew ,
Addresses
Mailing
1319-CC Military Cutoff Road #172
Wilmington, NC 28405
Reg Office
1319-CC Military Cutoff Road 172
Wilmington, NC 28405
Company Officials
Principal Office
1319-CC Military Cutoff Road #172
Wilmington, NC 28405
Reg Mailing
1319-CC Military Cutoff Road 172
Wilmington, NC 28405
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member Member
Louise Scharf
1319-CC Military Cutoff Road #172
Wilmington NC 28405
Matthew Scharf
1319- CC Military Cutoff Road #172
Wilmington NC 28405
https.//w .sosnc.gov/online_services/search/Business_Registration_ResuIts 1/2

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Real Properties, LLC
Project Name for which flow is being requested: The Varsity
More than one FTSE snap be required for a single project if the owner of the WWTP is not responsible for all prunp
stations along the route of the proposed wastewater flow.
1. 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
All flows are in MGD
c. WWTP facility's permitted flow 16.000
d. Estimated obligated flow not yet tributary to the WWTP 3.403
e. WWTP facility's actual avg. flow 10.661
f. Total flow for this specific request 0.007320
g. Total actual and obligated flows to the facility 14.071
h. Percent of permitted flow used 87.9
I1. 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)
Design
Pump
Pump
Average
Station
Station
Firm
Daily Flow**
(Name or
Permit
Capacity, *
(Firm / pf),
Number)
No.
MGD
MGD
10
N/A
14.832
5.933
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current
Tributary
Flow Plus
Avg. Daily
Daily Flow,
Obligated
Available
Flow, MGD
MGD
Flow
Capacity***
3.472
0.582
4.054
1.879
* 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
(pi) 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.
UJJiciat Signature
Engineering Manager
Title of Signing Official
5/26/2020
Date
Page 2 of 6
FTSE 10-18

The Varsity
5/7/2020, 4:00:39 PM 1:9,028
_ 0 0.05 0.1 ' ' 0.2 mi
Surface Water Classifications I_� WOK r' . 11T. . , I .�
0 0.1 0.2 0.4 km
River Basins
USGS The National Map: National Boundaries Dataset, 3DEP Elevation
f_ — �
JCPF NCDENR Div. Water Resources
NCDENR - Division of Water Resources I USGS The National Map: National Boundaries Dataset, 3DEP Elevation Program, Geographic Names Information System, National Hytlrography Dataset, National Land Cover Database, National Structures Dataset. and