WQ0042773_Application (FTSE))_20210929

Permit Number WQ0042773
Central Files: APS _ SWP _
8/26/2021
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension. Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
tyler.benson
Coastal SWRule
Permitted Flow
Facility
Status Project Type
In review New Project
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Barclay Place Apartments Phase 2 Public Sewer
Location Address
Owner
Major/Minor
Minor
Region
Wilmington
County
New Hanover
Facility Contact Affiliation
Owner Name
Cape Fear Public Utility Authority
Dates/Events
Owner Type
Government - Municipal
Owner Affiliation
James R. Flechtner
PE
235 Government Center Dr
Wilmington
NC 28403
Orig Issue
App Received
8/20/2021
Draft Initiated

2602 Iron Gate Drive, Suite 102
Wilmington, NC 28412
[phone]
[phone] Fax
John S. Tunstall, P.E.
T. Jason Clark, P.E.
Robbie P. Hennclly, E.I.
August 19, 2021
NORRIS & TUNSTALL
CONSULTING ENGINEERS P.C.
SCANNED
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 (Public)
Barclay Place Phase 2
2540 Costmary Lane
New Hanover County
N&T Project No. 20055
Dear Sir or Madam:
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Joseph K. Bland, P.E.
Thomas J. Scheetz, E.I.
Enclosed electronically is the application form, Sewer Narrative, flow letter from the Cape Fear
Public Utility Authority, 8 1/2 x 11 color USGS Topographic Map, site plan (ledger size) and a
$480.00 check (to be mailed in) 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.
�•
OdA)\— AK)
T. Jasor Clark, P.E.
TJC/asn
20055 08-19-21-s-swr-Itr (Public)
Enclosures
cc: Hill Rogers / Cameron Co. (by E-Mail Only)
NCBELS License C-3641

NORRIS & TUNSTALL
CONSULTING ENGINEERS RC
2602 Iron Gate Drive, Suite 102
Wilmington, NC 28412
[phone]
[phone] Fax
John S. Tunstall, P.B.
T. Jason Chrk, P.E.
Robbie P. fiennelly, E.I.
August 19, 2021
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 (Public)
Barclay Place Phase 2
2540 Costmary Lane
New Hanover County
N&T Project No. 20055
Dear Sir or Madam:
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Joseph K. Bland, P.E.
Thomas J. Scheetz, E.I.
Enclosed electronically is the application form, Sewer Narrative, flow letter from the Cape Fear
Public Utility Authority, 8 Ya x 11 color USGS Topographic Map, site plan (ledger size) and a
$480.00 check (to be mailed in) 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.
T. JasorjCiark, P.E.
TJC/asn
20055 08-19-21-s-swr-fir (Pubic)
Enclosures
cc: Hill Rogers / Cameron Co. (by E-Mail Only)
NCBELS license C-3641

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: i�16.CO t- l 77) (rotocompleted byDWR)
MI items must be completed or the annilcation will be rcturgr4
I. APPLICANT INFORMATION:
1. Applicant's name: Cane Fear Public Utility Authority (company, municipality, I IOA, utility, etc.)
2. Applicant type: 0 Individual ❑ Corporation 0 General Pannership ❑ Privately -Owned Public Utility
0 Federal ❑ State/County 0 Municipal El Other Authority
3. Signature authority's name: Jeff Th berste. P.E. per j 5A NCAC 021.0196(b)
Title engineering Manager
4. Applicant's mailing address: 235 Government Center Drive
City: Wihnir)aton State: 1` C Zip: 28403-
5. Applicant's contact information:
Phone number: (91 Q) 332-6673 Email Address: Jeff,77tehergeCn7croue.c
rg
II. PROJECT INFORMATION:
1. Project name: relay P'tace Pha_ 2
2. Application/Project status: 0 Proposed (New Permit) ® Existing PermittPrajeet
if a modification, provide the existing permit number: WQ00 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: 34.1943° Longitude:-77.90455c
5. Parcel ID (if applicable): R06117.011-016-0Q
(or Parcel ID to closest downstream sewer)
1I1. CONSULTANT INFORMATION:
1. Professional Engineer: T, Jason Qlarh. PE,
Finn: Norris & Tunstall Consulting.Enliineers P.C.
Mailing address: 2602 Iron Gate Drive. Suite 102
City: Wilma a State: Zip: 78412-___
Phone number: (910) 43-3
License Number. 030869 NC
Email Address: jej ntenyin, eom & nwrist&tengineersc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: M'Kean Maffltt (Southsside WWT3''I Permit Number: NC 002397)
Owner Name: Cape Fear PublicUtility Authority/
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ Receiving Sewer Size: 8"
System Wide Collection System Permit Number(a) (if applicable): WQCS
Owner Name(s): Cape Fear Public [Alb Authority
FORM: F TA 04-1 G

hi- -9Ob5S0140
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
bf
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?
El Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
El Church
❑ Nursing Home
El Car Wash
❑ Hotel and/or Motels
El Swimming Pool /Clubhouse
El Swimming Pool/Filter Backwash
El 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
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:
❑ No
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
1-Bedroom Units
240 gal/Unit
24
5,760 GPD
2-Bedroom Units
240 gal/Unit
24
5,760 GPD
2-Bedroom Townhomes
240 gal/Unit
8
1,920 GPD
gal/
GPD
gall
GPD
gal/
GPD
Total
13,440 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: 13,440 GPD (per I5A 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.E305 & MDC ((rarfty S
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
329
PVC
Removing 364 LF
8" Gravity Sewer &
Installing 329 LF
New 8" Gravity
Sewer
S. Section II & 111 of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section III contains information related to minimum slopes for gravity sewet(s)
> Oversizing lines to meet minimum slope requirement Is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (II Applicable)-62T.03&f & jljQC (pump StatjonsiFerce Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number creme:
2. Approximate Coordinates (Decimal Degrees): Latitude: , o Longitude: -
3. Design flow of the pump station: ® millions gaiions per day (firm capacity)
4. Operational point(s) of the pu np(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 ISA NCAC 02T .0305(hEl ):
❑ Standby power source or pump with automatic activation and telemetry - ISA NCAC 02T .0305(h)(l)(13);
> Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
F. 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 - ISA NCAC 02T
.0305(hXIXC)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)( IXC):
➢ 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(0):
I. Does the project comply with all separations found in ISA NCAC (j2T'_0305fha & (a)
> 15A NCAC 02T.0305(f) contains minimum separation9 that shall be vlded fa
Yes El No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (verticabwater 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-1 waters of Class 1 or
Chess 11 impounded reservoirs used as a source of &inking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SR from normal
high water (or dde 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
A ISA NCAC (t2T.0305fa1 contains alternatives where separations in cannot be achieved
➢ **Stream classifications can be identified using the Division's NC Serf* Wafer Classifications webpegq
➢ If noncompliance with 02T own or f¢l, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation)
➢ See the Dirision's draft separation requirements for situations where separation cannot be meet
➢ No variance isrequired 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 ISA NCAC 0213.0200?
➢ This would include Trout Buffered Streams per letarAcite102
4. Does the project comply with an individual 404 Permit or any 401 Certifications?
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands
➢ information can be obtained from the 401 it Buffer Permitting Branch
5. Does project comply with ISA NCAC 02T.0105(c86) (additional pennits/certifications)?
® Yes ❑ No
®Yes ❑No
® Yes ❑ No
or surface waters
® Yes ❑ No
Per ISA NCACQ2T0105(e)(61, 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, stortnwater management plans, etc.),
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per iSA NCACO2T.4402 "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 nil No
> If yes, include an attachment with details for each line, including type (aerial line, size, material. and location).
High prlorlty lines shall be inspected by the pernrittee or Its representative at least once every six -months and inspections
documented per iSA NCAC 02T.0403(ax5) or the permitee's Individual System -Wide Collection permit.
FORM: FTA 04- 16
Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with ISA NCAC 02T the Mktdmam Design Crit feu @e kjgijtijgg of Pa gg Stations
and Force Mains detest version). and the Gravity wet Mini:mutt Deign Criteria (latest version) as applicable?
23 Yes ❑ No
if No, complete and submit the Variance/Alternative Design Regacatapplkation (VA DC i0-14) and supporting documents for
review. Annroval of the request is r tired prior to submittal of the feast Track Ano atdonpnd supporting documents.
2. Professional Engineer's Certification:
T. 7a&►n .ka,4C --Pi El
(Prefessional Engineer's name from �Application item ill I.)
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 knowledgethe 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 S25,000 per violation.
North Carolina Professional Engineer's sal, signature, sad date: i
attest that this application for
3. Applicant's Certification per 15A NCAC 02T.0106(b):
!' t tll l� f } • E.get 1 R 4r, attest that this application for
(Signature Autho ' s nettle & dtle him 1 tion item i..) J
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 nor 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. 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 in -MA and 143-215.60 any person who knowingly makes any false
statement, representation, or certifitation 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 525,000 per violation.
Signature. Jeff Theberge Date:.Jun 29, 2021
FORM: FTA 04-16
un.... <.a<

Signature: 4 orntan
Email; jeff.theber"cfpua.org

SEWER NARRATIVE (PUBLIC & PRIVATE)
BARCLAY PLACE PHASE 2
2 MD 664 Law/
Wilmington, North Carolina
For
Dry Pond Partners, LLC
P.O. Box 3649
Wilmington, NC 28406
[phone]
March 2021
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
2602 Iron Gate Drive, Suite 102
Wilmington, North Carolina 28412
[phone]
[phone] (Fax)
License # C-3641
N&T Project #20055

NARRATIVE (PUBLIC & PRIVATE)
SEWER SYSTEM:
The public and private gravity system is designed to service the Barclay Place Phase 2
project, a new townhome and multi -family development located at 2540 Costmary Lane
in Wilmington, NC.
PUBLIC:
A total of 329 LF of 8-inch sewer line will be needed to complete the system. Note that
we are removing 364 LF of 8" gravity sewer and installing 329 LF of new 8" gravity
sewer. The new gravity sewer will connect into a newly constructed manhole on the
existing gravity sewer.
The wastewater generated that outfalls to this public portion will be 17,280 GPD.
1 Bedroom Units 240 Gal/Unit x 24 Units = 5,760 GPD
2 Bedroom Units 360 Gal/Unit x 24 Units = 8,640 GPD
2 Bedroom Townhomes 360 Gal/Unit x 8 Units = 2,880 GPD
Total: 17,280 GPD
PRIVATE:
A total of 297 LF of 8-inch sewer line will be needed to complete the system. The new
private gravity sewer will connect into a new public manhole that is to be constructed on
the existing gravity sewer.
The wastewater generated that outfalls to this private portion will be 12,480 GPD.
1 Bedroom Units 240 Gal/Unit x 16 Units = 3,840 GPD
2 Bedroom Units 360 Gal/Unit x 16 Units = 5,760 GPD
2 Bedroom Townhomes 360 Gal/Unit x 8 Units = 2,880 GPD
Total: 12,480 GPD
The private portion of the gravity sewer extension includes an Interference Manhole.
This is required due to the existing elevation in both the gravity sewer and storm
drainage. A detail of the Interference Manhole is provided and has been submitted to
Christyn Fertenbaugh, P.E. of the NC DEQ Municipal Permitting Unit for her approval.
Per communication with Christyn, this project can still proceed with the State Sewer
Fast -Track permitting option with the inclusion of the Interference Manhole.
Both the public and private systems will be served by the Cape Fear Public Utility
Authority.