WQ0040344_Application (FTSE)_20181101

Central Files- APS SWID
10/8/2018
H' t Nei ur m b e
WQ0040344 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Version Permit Classification
Gravity Sewer Extension: Pump Stations,. & Pressure Sewer Extensions A Individual
Primary Reviewer Permit Contact Affiliation
dean.hunkele
Coastal SWRule
Permitted Flow
i i ty
Facility Name Major/Minor Region
Autumn Hall Rogersville Road Entrance Sewer Minor Wilmington
Location Address County
New Hanover
Facility Contact Affiliation
r;;v )v w n e Fe
Owner Name Owner Type
Cape Fear Public Utility Authority Government - Municipal
Owner Affiliation
James R.'Flechtner
PE
235 Government Center Dr
D ae s IE v e n 6
Wilmington NC 28403
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
10/5/2018

NORRIS & TUNSTALL
CONSULTING ENGINEERS P.C.
902 Market Street
Wilmington, NC 28401
[phone]
[phone] Fax
John S. Tunstall, P.E.
T. Jason Clark, P.E.
Joseph S. Hill, Jr., P.E.
October 5, 2018
NC DEQ
Division of Water Resources
Water Quality Regional Operations Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Gravity Sewer Extension Fast -Track Permit Application
Eastwood Road Improvement Project
Wilmington, NC
N&T Project No. 16110
Dear Sir or Madam:
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Thomas J. Scheetz, E.I.
fEA.
f C�a,y6AmRDEP, RID
OCT as 2018
'Nater Duality Regional
0,Pera`tio lS Section
Vl�!Im'!'M" „egiona; 'Office
Enclosed is one (1) original application form with one (1) copy, two (2) copies of the Sewer
Narrative, two (2) 8'/ x 11 color USGS Topographic Maps, two (2) site plans (ledger size) and
a $480.00 check for the processing fee.
Please review this information for approval and contact us with any questions or comments you
may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
a
Jo n S. Tunstall, P.E.
JST/asn
16110 10-05-18-s-swr-Itr
Enclosures
NCBELS License C-3641

DW..R
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 0416 &SUPPORTING DOCUMENTATION
�d
Application Number. �, floobecompleted by DWR)
Pp
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Cape Fear Public Utility Authority (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual [I Corporation ElGeneral Partnership ❑ Privately -Owned Public Utility
El Federal [] State/County ❑ Municipal Other
3.S ignature authority's name: Matt Tribp% P.E. per 15A NCAC 02T .0106 b
Title: En* eering Manager
4. Applicant's mailing address: 235 Government Center Drive
City: Wilmin on State: NC Zip: 28403-
5. Applicant's contact information:
Phone number: 910 332-6415 Email Address: Matthew.Tribett(a�cfpua.org
II. PROJECT INFORMATION:
1. Project name: i%
2. Application/Project status: Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQOO 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: 101 Longitude: - °
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: John S. Tuntall, P.E. License Number: 19851 NC
Firm: Norris & Tunstall Consulting Engineers, P.C.
Mailing address: 902 Market Street
City: Wi=gton State: NC Zip: 28401-
Phone number: 910) 343-9653 Email Address:
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: James A. Loughlin (Northside WWTP) Permit Number: NC 0023965
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Cape Fear Public Utility Authority
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 ONo NN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement
(FORM: DEV) been attached?
E]Yes MNo NN/A
3. If the Applicant is a Home/Properiy
Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes []No NN/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
Z Retail (stores, centers, malls)
❑Car Wash
❑ Residential Leased
Z Retail with food preparation/service
❑Hotel and/or Motels
❑ School /preschool /day care
El Medical /dental /veterinary facilities
El Sw'mg 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. Has a flow reduction been approved under 15A NCAC 02T .0114(f}? ❑ Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
8.
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
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.
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
Z Flow has already been allocated in Permit Number: W 0319
k"', N<
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VH9 GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8" 418 C900 DR 18 PVC
➢ 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 Maims:
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)(i)(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 .03 05(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)):
A1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g) E Yes [:] No
)�;. 1 S A VC A C n )T nlnl;(f) rnntnine minimum cPnnrntinnc that shall he nrnviiiecl fnr sewer cvctem.q'
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer includin 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 Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
water or tide elevation and wetlands see item IX.2
50 feet
-high
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
building foundation
5 feet
-Any
My basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
systems and interce for drains
5 feet
-Drainage
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 webpage
➢ 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
➢ 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
T
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)? 0 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.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 Z 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:
J. 'l. 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?
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 regui=prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I,
(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
Mmimum 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.
.
,````1I1111Nllilitittfl//f/ `
North Carolina Professional Engineer's seal, signature, and date.C.
�pQ .*••.sue •e•
•
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........................................................................................
3. Applicant's' Certification per 15A NCAC 02T .0106(b):
I, `-/7z-- "T - CP2,L) A4 , 4zc / 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.
Signature: Date:
FORM: FTA 04-16 Page 5 of 5

SEWER NARRATIVE
EASTWOOD ROAD IMPROVEMENT PROJECT
Wilmington, North Carolina
For
Autumn Hall, Inc.
1202 Eastwood Road
Wilmington, NC 28403
[phone]
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CARO
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CO
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April 2018
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] (Fax)
License # C-3641
N&T Project #16110

NARRATIVE
SEWER SYSTEM:
This public gravity system within Rogersville Road will be extended to serve the
future Autumn Hall Development. A total of 418 LF of 8-inch C900 DR18 PVC sewer
line will be extended from the existing gravity sewer outfall.
This system will be served by the Cape Fear Public Utility Authority.