WQ0040062_Application (FTSE)_20180712

dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
Barclay Centre Commercial
Location Address
Owner
Owner Name
Cape Fear Public Utility Authority
DatesfEvents
Major/Minor Region
Minor Wilmington
County
New Hanover
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
James R. Flechtner
PE
235 Government Center Dr
Wilmington NC 28403
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
6/11 /2018

June 4, 2018
Mr. Dean Hunkele
Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Barclay Centre.
New submittal
City of Wilmington
New Hanover County
Dea n :
Enclosed please find the sewer submittal package for Barclay Centre 4 which is to include:
• A check for $480
• 1- Project narrative
• Fast Track Sewer Application
• Flow Tracking/Acceptance for Sewer Extension Application
• Location Map
• 1- Sanitary Sewer Collection System Design Specifications
• 1 set Engineering Plans
If you have any questions or comments, please feel free to contact me. Thanks.
Sincerely,
am H. Grady, PE
Hanover Design Services
[e-mail]
tom•-,,.�. ,r�,,:...,,.,,
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone]
Business Firm License No. C-0597
Fax [phone]

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
.\ Division, of .Waster Resources
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number. (to be completed by DWR)
All items must be :completed or the application will be returned
.4. APPLICANT INFORMATION:
.1 Applicant's name: CFPUA (company, municipality, HOA, utility, etc.)
2. Applicant type: IndividualElUtility
pp yp Corporation: General Partnership. Privately -Owned Public Utiht
Federal State/Count Municipal y p Other ..,
3. Signature authority's name:.Matthew Tribett, P.E. per 15A NCAC 02T .0106(b}
Title: Engineering Manager
4. Applicant's mailing addresF.Government Center Drive
Cit : Wilmin ,ton State: NC y � Zip. 28403-
5. Applicant's .contact information:
.Phone number: [phone] Email Address: matthew.tribett(abcfpua.org
. PROJECT INFORMATION:
1. Project name: Bars ay Centre
2. Application/Project status Proposed (New Permit) ❑ Existing Permit/Project
I 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 proj ect is located: New Hanover
4: Approximate Coordinates (Decimal Degrees): Latitude: 34.1901 ° Longitude: 77.9132
.,` -b .•. Y ..� SfCjl.'LILY. f,�.f S J * �K�"" �j
r
5.. Parcel ID (if applicable):.R06020-001-029-000
(or Parcel: ID to closest downstream sewer)
JUN
III. CONSULTANT INFORMATION.
1. Professional Engineer: Adam H..Grady License Number: 43:166
Firm: Hanover Design Services,. PA
Mailing address: 1123 Floral Parkway
City: Wi min.' ton .. State: NC Zip: 28403-
Phone nu er: (910 :343-8002 Email Address: agrady(u�hdsilm.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1.. Facility Name: Southside (Maffit) Permit Number' NCO023973
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s). WQ : Te-�:Downstream (Receiving) Sewer Size. 18 inch
ystem i e Collection System Permit Number(s) (if ap icab e): WQCS
Owner Name(s) Cape Fear Public Utility Authority
FORM: FTA 04-16 Page 1 of 5

1/1. GENERAL REQUMEMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
F1 Yes NNo NN/A
2. If the Applicant is a Developer of lots to be sold, has a Deve.1 erational.,A-recinerat.1 FORK been attached?
[J Yes E]No ❑NIA
3. If the Applicant is a,l-lonie/Prolnerty 0.,-%mers' Association., has an qgw�-.E4 been attached?
El Yes NNo ❑N/A
4. Origin of wastewater: (check all that apply):
El Residential Owned EJ Retail (stores, centers, malls) El Car Wash
El Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
Q School / preschool f day care Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
n Food and drink facilities El Church Swimming PoolfFilter Backwash
0 Businesses / offices / factories 0 Nursing Home ❑Other (Explain in Attachment)
5. Nature of wastewater: 'OYO Domestic/Commercial 100 % Commercial
% Industrial (�'��'-ee.-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.01114(1)? FlYes FINo
> fifes pro R1
Vide a co of flow reduction oval letter
-
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0111M. Daily Design Flow No. of Units Flow
Commercial (Office and Institutional) 900 gal/acre 10.22 9 .:.�GPD WC \06
--------- - --
gal/
GPD
gal/ GPD
. ..........
gal/ GPD
gal/ GPD
gal/ GPD
a
Total 97... PD
a See I 5A NCAC 02'1` .0 114(b 0,160) arid (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.422A-�
b Per 15A NCAC 02T.01 14(c), design flow rates for establishments not identified [in table. 15A NCAC 02T.01 1.41 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 9,20o GPD (per 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
El Flow has already been allocated in Permit Number:
Rehabilitation or replacement of existing sewer with no new flow expected
r_1 Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T :0305 & MDC (Gravity Sewers):
1. Summarizegravity sewer to be permitted:
Size (inches) .Length (feet) Material
➢ 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
L Pump station number or name
2. Approximate Coordinates (Decimal. Degrees): Latitude: .: Lon gitu e:
3. Design flow of the pump: station: millions gallons per day: (firm capacity)
4: Operational point(s) of thepump(s): gallons per minute at feet total dynamic head (TDH5. Summarize_ the force main to be permitted (for this Pump Station):
6. Power reliability in accordance with 15A NCAC 02T ..0305( 1
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 ga ons per ay
Mustbe permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per: ay:
Portable power:source with manual activation, quick -connection. receptacle and telemetry - 15A NCAC 02T
:0305 1 C
or
Portable um in unit with plugged emergency um connection and telemetry 15A NCAC 02T .0305 h 1 C :
p p g p gg g Yp p rY- OO )
➢ 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)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g) ❑ Yes [:]No
➢ 15A NC�AC� n9T_n105(fl �nntainc minimum ou-mrati�no, that oha11 he nr�vided fnr sewer w.Qtem.
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 drinkingwater
: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
An buildingfoundation
5 feet
An basement
10 feet
To slope of embankment or cuts of 2 feet or more vertical:hei ht
10 :feet
Drainage s stems and: interceptor drains
5 feet
An swimmin pools
10 feet
Final earth grade vertical
3 6 inches
15A NCAC 02T.0305O 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 ,gZ see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Yes[].No E N/A
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
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC .02B .0200? Yes No N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.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 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? Yes No
Per 15A NCAC 02T.01.0.5(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, stornmwater 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 N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shallbe 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 0..4-16 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 request is required prior to submittal of the Fast :Track Application and supporting documents.
2. Professional Engineer's Certification:
s
I attest that this application for
(Professional Engineer's na��from Application Item III.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 or the Fast-Trac 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.-
............................ ..................................
yvrrn
North Carolina Professional. Engineer s seal, signature, and dater CR0. cif
. vow
�r
rw V -g ,
A.L .
.4306.. -�
s ems• .. � �
r�
,.... ....... ................ ............
3. Applicant's Certification per 15A NCAC 02T .0106(b):
attest that this application for
(Signature Authority's name &title' om A ication Item:I )
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if a require parts o
this application are not completed and. that if all required supporting documentation and attachments are not included, t.. ..
s
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 s ould a condition
... ..... .. ..... .. .....
of this permit, be violated. I also: understand that if all required parts of this application package are not completed and that i
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.
wp
6: d.
Signature.
Date: /
Page 5 of 5

State o'ENorth Carolina
Department of Environmental Quality,
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-1.6)
.. .. .. .....
LT
Entity Requesting Allocation: Cameron Proneilie's and Compam!
Pro ect Larne for which flow is bel.ng requested: Barcla%! Centre
Alore than one FTSE mqy be requiredfor a single prol'ect if'the oiwier of the Wff"TP is not respol-7siblefor all pump
stations along the route. of the proposed wastelvalerflow.
I. Complete this section. only if you are the owner of the Nvaste�Nwrater treatment plant
a, WWTP Facility Name: M"Kean Maffitl (Southside')l WWTP
b. WWTP Facility Perinit4i", NPDES NC 0023973
. ... . ............. ... ....... .............. . - --------- -
AlIflows are in AIGD
c, WWTP facility's permitted flow 12.000
d. Estimated obligated flow not yet tributary to the WWTP 1.790
e. WWTP facility's actual avg, flow 8,044
f Total flow for this specific request 0.009198
g. Total actual and obligated floes to the facility 9.844
h. Percent of permitted -flow used 82.0%
11. Complete. this section for each purnp station you are responsible for along the route of this
proposed -wastewater flow,
List piunp stations located between the project connection point and. the WWTP:
(A)
Design
Pump
Average Daily
Station.
Firm
Flow"
(Naine or
Capacity,
(Finn 11 pf)5
Munber)
MGD
MGD
25
2.160
0.864
(B)
(C)
(D)=(B+C)
(E)—(A-D)
Obligated,
Approx.
Not Yet
Total. Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity"*
0.107
0.009-
0 -11. 6
0.748
... . .......
The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of selovice.
Design Average D aily Flow is the firm capacity of the pump station divided by a peaking
factor (pf} not less than 2.5.
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 < Of
Downstream Facility Name (Sewer): Cape Fear Public UtilitN'� Authority
Downstream Permit Number: N/A
Page I of 6
FTSE 04-16

. . T .1. k-, "ert"lilcat-"'on Statemcnt:
I
Matthe.wribett,CFPUAEnt�.Mu cerffy to the best of my knowledge that the add'.t*on of
............... ......... ......
the Volume of wastcwater to be permitted in this project has been evaluated along the route to the
recewing wastewater treatment .facility and that the flow from this project is not anticipated to
cause any papacity related sanitary sewer overflows or overburden any downstrearn pump station
cn roulte to -he receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the plaraiing assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available Clata. This certification applies to those item-s listed above in Sections I and II plus all
attached planning assessment addend-ums for ,filch I am the responsible party. Signature of this
forin indicates acceptance of this wastewater flow,
. ... . ... ......... .................... ....................
......... . ..... ........
Signing Offficial Sigiwture
W"
Page 2 of 6
FTSE 04-1.6

Hanover Pesign Services PA.
Land Surveyors, Engineers, Land Planners
Sewer Narrative
Barclay. Centre
for
Cameron Properties Land Company, LLC
April 2018
NARATTIVE
The purpose of this project is to extend two roads and other infrastructure, that will be needed for future
development of an undeveloped tract of land located at 2500 Independence Boulevard, Wilmington, NC
28412. The tract of land is approximately 66.49 acres and I being divided into 3 lots and the remainder of
the tract making up lot 4. The area is zoned 091 and is bordered by 1 P street to the West, Shipyard Blvd.
to the North:, and Independence Blvd. to the East. Streets, sanitary sewer, and water will all be public.
The sanitary sewer will tie in to an existing manhole at lndependence located in front of the pump station.
Since the future development is unknown the sewer was sized using approximately 900 GPD per acre of
commercial use, which will equate to approximately 60,000 GPD (ADF). Additionally, CFPUA has future
plans to connect a dry sewer which currently has peak flows of 370 GPM. Using an average peaking
factor of 2.5 the additional average daily flow comes up to about 2131120 GPD bringing the total ADF to
design for at 273,120 (190GPM)* It was decided that a 10" Fine at 0.29% minimum slope would be
sufficient to handle these flows.
1123 Floral Parkway Wilmington, N.C. 28403 Phone [phone] Fax [phone]
Business Firm License No. C-0597

011-11*
k.7o:ogle MapS 3401 1'24.4"N 77054'47.5"W
Map data @2018 Go.ogle 200 ft L.
7/11/2018