WQ0041071_Application (FTSE)_20190829

Permit Number WQ0041071
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, 8 Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Central Files. APS _ SWP
8/1/2019
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Cottages at College Acres Private Sewer Minor Wilmington
Location Address County
New Hanover
Owner
Owner Name
College Acres Development LLC
DateslEvents
Scheduled
Orig Issue App Received Draft Initiated Issuance
7/29/2019
Regulated Activities
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
David Despain
11240 McDowell Shortcut
Murrells Intl SC 29576
Public Notice Issue Effective Expiration
Requested /Received Events
Additional information requested
Additional information received

,

pARAMOUNTE
E N G I N E E R I N G. I N C.
July 29, 2019
NCDEQ — DWR — Fast Track Sewer Extension
127 Cardinal Dr. Ext
Wilmington, NC 28405
RE: Request for Application for The Cottages at College Acres
NCAC 02T.0300 Fast Track Sewer System Extension
NewHanover County, NC
To Whom It May Concern,
On behalf of College Acres Development, LLC we are submitting a public & private sewer extension
application with supporting documentation for the proposed multi -family development as referenced
above located off College Acres Drive. CFPUA will be the public utility applicant and College Acres
Development, LLC will be the private applicant. The proposed public and private sewer lines will be an 8"
SDR-35 gravity sewer that will tie into the existing 8" sanitary sewer main along College Acres Drive.
College Acres Development, LLC is proposing to serve 45 multi -family units and 1 retail building as part
of the project. The property is further identified by multiple tract parcel IDs: R05508-005-012-000,
R05508-005-01 1-000, R05508-005-010-000, R05508-005-009-000, R05508-005-008-000, R05508-005-007-
000 under multiple property ownerships and under contract with College Acres Development, LLC.
According to the attached USGS map, the site is within the Bradley Creek (SC;HQW) watershed of the
Cape Fear River Basin.
The project is retail store and multi -family residential, with a projected wastewater flow of 20,450 gallons
per day.
Sincerely,
Paramounte Engineering, Inc.
Christina Ricks
2 2 C I N E M A D R I V E, WILMIN MTO N. N C 2 a 4 O 3
P H 19 1 01 7 9 1� 6 7 0 7 F A X: 19 1 O1 7 9 1- 6 9 6 O

OMLR.,
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be comuleted or the aoolication will be returned
1. APPLICANT INFORMATION:
I . Applicant's name: College Acres Development, 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: David DeSoain per 15A NCAC 02T .0106(b)
Title: Registered Agent
4. Applicant's mailing address: 11240 McDowell Shortcut
City: Murrells Inlet State: SC Zip: 295 6-_
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
11. PROJECT INFORMATION:
I. Project name: Cottages at College Acres
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Pennii/Project
If a modification, provide the existing permit number: W000_ and issued dale: _
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_23 Longitude:-77_87'
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Branch Smith, PE License Number: 31591
Firm: Paramounte Engineering, Inc.
Mailing address: 122 Cinema Drive
City: Wilmington State: NC Zip: 28403-_
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: _ Permit Number:
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF):
I. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size:
System Wide Collection System Permit Nmnber(s) (il' applicable): WQCS00188
Owner Name(s): _
inch Wd0U (I6O1
FORM: FTA 04-16 Page I 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 Develupor's Operniom(I Agreement (FORM: DEV) been attached?
❑ Yes []No ®N/A
3. If the Applicant is a Home/Properly Owners' Association has an Over tional 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 (ties I SA NCAC 021' 0103(20))
"Is there a Pretreatment Program in effect'? ❑ Yes ❑ No
6. Has a Ilow reduction been approved under 15A NCAC 02T .01 14(I)'? ❑ Yes ® No
➢ If yes provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow `h
No. of Units
Flow
8" SDR 35 Sanitary Sewer (3 bed units)
360 gal/unit
10
3600 GPD
8" SDR 35 Sanitary Sewer (4 bed units)
480 gal/unit
35
16800 GPD
8" SDR 35 Sanitary Sewer (office- 2 ppl)
25 gal/person/day
2
50 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Toted
20,450 GPD
a See 15A NCAC 02T 01 14(h). (eh (e)(1) and (c)(2) for caveats to wastewater design [low rates (i.e., minimum Ilow pet'
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 .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02Tl01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 20450 GPD (per 15A NCAC 02T .01 14)
➢ 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 IGravity Sewers):
I. Summarize gravity sewer to be penniued:
Size (inches) Length (feet) Material
8 770 SDR 35
Y 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)
Y 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 & bIDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. 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 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)(I)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Y 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):
v 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.
Y 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 .030511) & (e) ® Yes ❑ No
C t5A NCAC 02T 03051r, rnntai nc minimum cemirnfom that shall he nrnvided for sewer syslems:
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 fee(
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 feel
Any building foundation
5 feet
Any basement
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 feet
Final earth grade vertical
36 inches
15A NCAC 02T.0305(t:) contains alternatives where separations in 02T 0305(f) cannot he achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Witter Classifications webpae,
If noncompliance with 02T.0305(D or (g). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet 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
"r 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 ❑ N/A
'r This would include Trout Buffered Streams per 15A NCAC 213.0202
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 & But Permiuinit Branch
5. Does project comply with 15A NCAC 02T.0105(c)(G) (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 021.0402, "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
➢ Il 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 02G the Minimum Design Criteria for the Permittinu of Pump Stations
and Ponce Muins (latest version), and the Gravity Sover Minimum Design Criteria latest versiuni as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Auaroval of the reauest is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I 'f D GW IY 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 143-215.613, 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 date: CARO��
=OF�SS/p�Y9�
:4 SEAL
034364
3. Applicant's Ceiiticatior`perlr5AW402T.0106(b):
that this application for
name & title from Appl
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 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdmueunor, which nary
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date:
FORM: FTA 04-16 Page 5 of 5

a'La- , , tH 1A,I-I" 6 t ` rv:, -
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Cottages at College Acres
Project Name for which flow is being requested: College Acres Development, LLC
More than one FTSE any 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 f]ow.
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 O023965
All,/lows are in MGD
c.
WWTP facility's permitted flow
16.000
d.
Estimated obligated flow not yet tributary to the WWTP
3.402
e.
WWTP facility's actual avg. flow
10.661
f.
Total flow for this specific request
0.020420
g.
Total actual and obligated flows to the facility
14.083
h.
Percent of permitted flow used
88.0%
11. 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)
Design
Pump
Pump
Average
Approx.
Station
Station
Firm
Daily Flow**
Current
(Nance or
Permit
Capacity, *
(Firm / pf),
Avg. Daily
Number)
No.
MGD
MGD
Flow, MGD
035
N/A
9.100
3.309
2.217
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity***
0.478
2.695
0.614
* 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: N/A
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.
Title of Signing Official
Page 2 of 6
FTSE 10-18

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Limited Liability Company
Legal Name
College Acres Development LLC
Information
Sosld: 1875104
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 8/1/2019
State of Incorporation:
SC
Registered Agent: Despain, David
Addresses
Reg Office Reg Mailing
5215 C Market Street 5215 C Market Street
Wilmington, NC 28405 Wilmington, NC 28405
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.

NORTH CAROLINA
o Department of the Secretary of State
CERTIFICATE OF AUTHORITY
I, Elaine F. Marshall, Secretary of State of the State of North Carolina, do hereby certify
that
COLLEGE ACRES DEVELOPMENT LLC
having filed on this date an application conforming to the requirements of the General
Statutes of North Carolina, a copy of which is hereto attached, is hereby granted
authority to transact business in the State ofNorth Carolina.
IN WITNESS WHEREOF, I have hereunto set
my hand and affixed my official seal at the City
of Raleigh, this l st day of August, 2019.
Scan to verify online.
Document Id: C201921101180 Secretary of State
Verify this certificate online at http://ww .sosnc.gov/verification