WQ0041069_Application (FTSE)_20190829

Permit Number WQ0041069
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, R 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 Public Sewer Minor Wilmington
Location Address County
New Hanover
Facility Contact Affiliation
Owner
Owner Name Owner Type
Cape Fear Public Utility Authority Government - Municipal
Owner Affiliation
James R. Flechtner
PE
235 Government Center Dr
Dates/Events Wilmington NC 28403
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue. Effective Expiration
7/29/2019
Regulated Activities Requested /Received Events
Additional information requested
. -- . -_..-

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IDARAMOUNTE RECEIVE WNCDENR/DWR
E N G 1 N E E R I N G, I N C�. JUL 2 9 2019
1 2 2 CINEMA DRIVE
W I L M I N G T O N, NC 2 8 4 0 3 Water Quality Regional
9 1 0- 7 9 1- 6 7 0 7 (0) 9 1 0- 7 9 1- 6 7 6 0 (F Operations Se
)WilnngtonRPaionallOffice
L E T T E R O F T R A N S M I T T A L
To:
NCDEQ
Date
07.29.19
127 N. Cardinal Drive
Wilmington, NC 28405
Re:
The Cottages at College Acres
910 796-7215
Fast Track Sewer
Attn:
Dean Hunkele
Project No.
I 18293.PE
e are sendin
® Originals
® Prints
❑ Shop Drawings
❑ Calculations
❑ Correspondence
❑ Plans
❑ Specifications
❑ Other as listed below
he following items:
Quantity
Date
Dwg. No.
Description
4
Fast Track Sewer Permit FTA 04-16
(original and 1 co — public &private)
2
Flow Tracking/Acceptance Sewer Extension Application FTSE 04-I6
o " al and 1 co
2
Sanitary Sewer Narrative
2
Vicinity Map
2
$480 check (private & public)
S GI
Isaue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ® For Review and Comment ❑ Approved as Noted ❑ See Remarks
c-tion Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
Contact us with any questions. dwithers)7a paramounte-eng.com
I
Signed: MECEIVE
Christina Ric
6!!I, q 2Q15
t

P,ARAMOUNTE
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
New Hanover 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 de 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.
Pimp®rd"111 �
Christina Ricks
1 2 2 C I N E M A D R I V E, WILM I N O T O N. N C 2 B 4 O 3
P H 1 (9 1 O ) 7 9 1- 6 7 0 7 F A X 1 (9 1 C ) 7 9 1- 6 7 6 0

State of North Carolina
RDepartment of Environmental Quality
q J Division of Water Resources
1SA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04.16 & SUPPORTING DOCUMENTATION
Application Number: A a d Lko (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Cape Fear Public Utility Authority (company, municipality. HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ Slate/County ❑ Municipal ❑ Other
3. Signature authority's name: per 15A NCAC 02T .0106(b)
jdff TMGBERbE
Title: Eneincerin€ Manager
4. Applicant's mailing address: 235 Government Center Drive
City: Wilmington Slate: NC Zip: 28403
5. Applicant's contact information:
Phone number: [phone] Email Address: david.daileyCacfpua.cont
11. PROJECT INFORMATION:
I. Project name: Cottages at College Acres
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permil/Projecl
If a modification, provide the existing permit number: W000_ and issued date:
If new construction but par(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_3' Longitude: -77_87 70Si
5. Parcel ID (if applicable): R05508-005-007-000 �1`
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Branch Smith, PE License Number: M 591
Firm: Parantounte Enainecrine, Inc.
Mailing address: 122 Cinema Drive
City: Wilmington State: NC Zip: 28403
Phone number: [phone] Entail Address: bsmiihCo)paranwunte-eng.cmm
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Permit Number:
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ_ Downstream (Receiving) Sewer Sire: _ inch
System Wide Collection System Permit Numbers) (it' applicable); WQCS00188
Owner Name(s): _
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 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 .0103(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(f))
Daily Design Flow ' b
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
0 GPD
a See 15A NCAC 02T 0114(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 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 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: ETA 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 15 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: 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(hNl):
❑ 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)):
I. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (e) ® Yes ❑ No
Y 15A NCAC 02T.0305(I) contains minimum separations that shall be provided for sewer systems:
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 lI impounded reservoirs used as a source of drinking water
100 feel
**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 foci
Any building foundation
5 feel
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drains e systems and interceptor drains
5 fee(
Any swimming pools
10 feet
Final earth grade vertical
36 inches
Y 15A NCAC 0210305N) contains alternatives where separations in 021,03050) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications wchnaee
Y If noncompliance with 02T.0305(I) or le). 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 drart separation requirements for situations where separation cannot be elect
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
Y 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 on 0200'' ® Yes ❑ No ❑ N/A
➢ 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 or401 Water Quality Certifications?
D Infonnalion can be obtained from the 401 & 0aflcr Pcrnulling Br:nrch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? NY" ❑ 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, stonnwater 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 slrcantbanks that is subject to erosion that undermines or deteriorates the sewer.
[-]Yes ® No ❑ N/A
v If ycs, include in 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 permilee'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 version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the reauest is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
name from Application Item 111.1.)
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 143-215.613, 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: N t CAA?0
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034364 =
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3. Applicant's Certification per 15A NCAC 02T .0106(b): 7-0
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 front 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. 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 misdetnemhor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. u /
Signature: Date:. — /J,_�/111
FORM: FTA 04-16 Page 5 of 5

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