WQ0040708_Application (FTSE)_20190325

Central -Files: APS SWID
.3/14/2019
Permit Number WQ0040708
Permit Tracking Slip
Program Category
Status Project Type
Non -discharge
In review New Project
Permit Type
Version Permit Classif ication
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
A Individual
Primary Reviewer
Permit Contact Affiliation
dean.hunkele
Coastal SWRulle
Permitted Flow
Facility
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

s
�v
State of North Carolina
Department of Environmental (duality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Eft1slon 'of War Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: �Q d � to be completed b DWR
PP �.. � P Y )
All items trust be completed or the Agglication will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Ca a Fear Public Utility, Authority (company, municipality, HOA, utility, etc.)
2. Applicant type: (I Individual E3Corporation D General Partnership ❑ Privately -Owned Public Utility
D Federal ❑ State/County Municipal 0 Other
3. Signature authority's name: Matthew Tribett PE per 15 A TCAC
Title: Engineering Manager
4. Applicant's mailing address: 235 Government Center Drive
City: Won State: NC Zip: 28403-
5. Applicant's contact information:
Phone number: 910 332-6560 Email Address: matthew.tribettau,cfpua.a
II. PROJECT INFORMATION:
1. Project name:.O1d Nfilitga Road Sewer Extension
2. Application/Project status: g Proposed (New Permit) R 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: WQOO
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.1967' Longitude:-77.84250
5. Parcel ID (if applicable): R.06200-006-015.010
(or Parcel ID to closest downstream sewer)
M. CONSULTANT INFORMATION:
1. Professional Engineer: Jeremy Blair License Number: 28852
Firm: Paramounte En keerin Inc.
Mailing address: 122 Cinema Drive
City: Wilmington State: NC Zip: 28403-
Phone number: (910 791-6707 Email Address: 'blair aramounte-en.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Southside WW'f? Permit Number: NCO023973
Owner Name: Cave Fear Public Utllit Authors
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number.(s): WQ_ Downstream (Receiving) Sewer Size: 8 inch
..Stc_ra collection tn Perm -it Ntimb rLs) (if apfficable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

V1. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
n Yes [:]No ZN/A
2. If the Applicant is a Developer of lots to be sold, has a Develo _ ergs 0peratiqna1L-.,g.�tL,-eM_
V KqiLff-0R'iv1 - QDEV) been attached?
[:]Yes ❑No EIN/A
3. If. the Applicant is a Home/�ro 1)er+L,N- Owners' Association. ail (),peg ational A,.,-! reeinein g H v0A) been attached?
FlYes [:]No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned n Retail (stores, centers, malls) D Car Wash
El Residential Leased [] Retail with food preparation/service El Hotel and/or Motels
El School / preschool / day care E] Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
0 Food and drink facilities [:] Church ❑ Swimming Pool/Filter Backwash
D Businesses / offices / factories El Nursing Home El Other (Explain in Attachment)
5. Nature of wastewater : 100 *% Domestic/Commercial % Commercial
% Industrial ice 15A NICAC, 011,.0,
Is there a Pretreatment Program in effect? E]Yes [:]No
6. Has a flow reduction been approved under 15A NCAC 02T ? E]Yes Z No
> if es provide a cop ton all'
I of flow reduction 12roval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01 lAft) Daily Design Flow 11-b No. of Units Flow
.1. RVXA6ftkVAWAPbftW
Single Family Residence 360 gal/connection 3 1080 GPD
Unknown Use Parcel 880 gaVacre 2.91 2560 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 3640 GPD
.. .. .......... ..... . . .
a See 15A NCAC 02T .0111/10.", (d),� _k401) and (c)(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.01 14(c), design flow rates for establishments not identified [in table 15A NC ' A4 ' -" -"- shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 3640 GPD (per I SA NCAC 02T .0 114)
> Do not include future flows or previously per m*ittcd allockions
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
E] Other (Explain):
FORM: FTA 04-16 1 Page 2 of 5

VH. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Graidt-v. Sewers):
1. Summarize gravity sewer to be permitted:
------- - ---
Size (inches)
8
Length (feet)
150
Material
C-900 PVC
8
50
DIP
> Section 11 &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 sewer(s)
> Oversmiing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VHL PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & MDC. (Pump Stations/Force Ma
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0 Longitude: - 0
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):
6. Power reliability in accordance with 15A NCAC 09T.W-KLW(D:
El 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:
El Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
El 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(t)):
�? N-11 Z Yes F1 No
1. Does the proj ect comply with all separations found in 15 A 11�' .,-T,i'A_C "-,T -0 .03 0511) cz
> 15A NCAC 02T.0305(f ) contains minimum separations that shall be provided for sewer systerns:
Setback Parameter*
Separation Rey aired
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains 'vertical -water over sewer includia 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 H 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
,hi ele high water (2r tide vatio d 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
AEX basement
10 feet
To slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drains y,e,!yvstems and interce for drains
5 feet
An imming, I Rools
10 feet
Final earth, grade vertical'
.,_ (ve
36 inches
> 15A -T`,TCAr�, 0)—T.0305,,.j, contains alternatives where separations in O?T 0305(fli cannot be
A�y
achieved.
> *Stream classifications can be 'identified using the Division's NTC SlarfacclVater 0 -assil
> If noncompliance with () 2T.03 0�(fl or Lf ta),zz= see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) 0 Yes [:]No F 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_ Wd'.-.'AC 021,31.0/2-100? []Yes E]No Z 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?
);o Information can be obtained from the 401 & Buffer _P Cllri-rtti n Bran ch
5. Does prof ect comply with 15 A N It"-, �",�C 0 ""IT.40 10 1`5 (c) (6 .11 , (additional permits/certifications)? Z Yes [-] No
Per ':,, 5-A. N AC" 02 T.01 �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 1.5A NCA1i._" 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to stre ambanks that is subject to erosion that undermines or deteriorates the sewer.
EI Yes [D No n N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority fines 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. roes the submitted system comply with 1.5. NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains flatest version` and the Gravit Sewer Minimum Desi n Criteria latest version" as applicable?
Bj Yes ❑ No
If No, complete and submit the' variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Aggroval of the re nest is re uired oriortq submittal. of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
J�3 Loki attest that this application for
(Professional Engineer's name 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 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.
t........«....... .................. .......... ....................
.....-......
North Carolina Professional Engineer's seal, signature, and date:
�y
SEAL !
# z
O
R +
!a►�rfin .................... ..............
3. Applicant's Certification per 15A NCAC 02T .0106(b):
.
I, LAI t� � � �� ': �� � � � �� �'h �� �f ��� � ,,�� �� �y��� �.�,� � = attest that this application for
(Signature Authority's name & title from Application Item, I.3.)
has been reviewed by nee 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. Z 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 S25,000 per violation.
Signature: '� rLit
'� Dater
FO►Rl+vi: FTA 04-16 .Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10- IS)
400 M A-MOMM-AN 00-00MAMMMA AMMON MMOMMINNIM M MIM i 1 4"!
Entity Requesting Allocation: Cape Fear Public Utility .Authority
Project Name for which flow is being requested: Old., ilitary Road Sewer Extension
More than one FTSE inaY he required. for a single project if the owner of the WWTP is not responsible for all pump
sta.fions along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant,
a. WWTP Facility Name: M'Kean Maffitt,( outhside) WWTP
b. WWTP Facility Permit#-.. NPDES NC 0023973
AlIflows are in MGD
c. WWTP facility's permitted flow 12.000
d. Estimated obligated flow not yet tributary to the WWTP 2.076
e. WWTP facility's actual avg. flow 8.044
f. Total flow for this specific. request 0.003640
g. Total actual and obligated flows to the facility 10.124
h. Percent of permitted flow used 84.4%
I.I. 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) (C) (D)=(B+C) (E)=(A-D)
Design
Obligated,
Pump Pump
Average
Approx.
Not Yet
Total Current
Station Station
Firm Daily Flow"
Current
Tributary
Flow Plus
(Name or Permit
Capacity, (Firm / po
Avg. Daily
Daily Flow,
Obligated
Number) No,
MGD MGD
Flow, MGD
MGD
Flow
1.21
34
N/A 0,374 0.150
N/A _. 14.9 76 5.760
0.130 0,005
4.01.6 0.078
11 1 11 4z
A OOA
Available
Capacity***
0. 0 1 5.____
1,666
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 fiactor
(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 < U.
Downstream Facility Name (Sewer): Cape Fear Public Utility Authority
Downstream Permit Number: Not Available
Page I of 6
FTSE 10- 18

111. Certification Statement:
I Matthew Tribett CFPUA Ena. W-r 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.
Signing 0JJiciaI Signature
- ...... . ...... ... E�N . ..... A
Title of Signing Official
Page 2 of 6
FTSE 10-18

OLD MILITARY ROAD SEWER EXTENSION
CITY OF WILMINGTON, NORTH CAROLINA
SANITARY SEWER DESIGN NARRATIVE
Prepared for:
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
Prepared by:
PARAMOUNTE
E N G 1 N E E R 1 N G,
122 Cinema Drive
Wilmington, NC 28403
Project #15271.PE
March 2019
r ` SEAT.
028852
y"
R.

PROTECT NARRATIVE
The property served by this proposed sanitary sewer .infrastructure is located on Old Military
Road in Wilmington, NC and includes Tax Parcel #'s: R06200-006-015-010, R06200-005-037-000,
R06200-005-046-000, R06200-005-038-000. The property drains to Hewletts Creek (SA, HQW;
18-87-26) — White Oak Basin.
Cape -Fear Public Utility Authority desires to install a 200 LF, 8-inch gravity sewer main to
serve three (3) single family lots and a 2.91 acre undeveloped parcel for which the use is
currently unknown. The total projected flow for this sewer extension is 3,640 GPD. The
proposed gravity sewer extends from an existing 8-inch gravity main that runs along Old
Military Road.
Sewer collected by this system will be treated in the M'Kean Maffitt (Southside) Wastewater
Treatment Facility (Permit No. NC0023973).

a a
march 13, 2019
Re: Old Military Cutoff Sewer Application
Mr. Hunkele,
CFPUA approved building permits for 3705, 3709 and 3713 Merganser Lane based on
records that showed gravitysewerwas available.
After the customer 'pays CFPUA connection fees, CFPUA's standard process 'is to
install the ' tap within 8 — 12 weeks. In late July 2018, when CFPIUA Operations
attemptedto install the sewer taps, it was discovered the gravity main did not exist as
shown in the records.
CFPAU is installing the sewer main extension in order to provide the customer with
sewer services).
Please feel free to contact me with questions or concerns.
Sincerely,
Bernice S. Johnson, Senior Project Man 1. ager
Cape Fear Public Utility Authority
Engineering Department
Development services '[division
910-332-6620 ,
235 Government Center Drive, Wilmington,, NC 28403
t 910-799-6064 f: 910-799-6066 WWW.!R!PMg!,

Old Military Road Sewer Extension
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3/12/2019, 2:42:01 PM
Addresses
a
Municipal Boundaries
Real Property owners
Parcel Boundaries
Dimensions ROW
Dimensions Property
1:4 9 000
0 0.03 0.07 0.13 mi
0 0.05 0.1 0.2 km
New Hanover County, NC, New Hanover County, NC
NHC GIS Services
New Hanover County, NC