WQ0040542_Application (FTSE)_20190123

7774
77 1
Central Files- APS SVVP
12/21/2018
Permit Number WQ0040542
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 SWRulle
Permitted Flow
Facility
Facility Name Major/Minor Region
2218 Barnett Avenue Sewer minor Wilmington
Location Address County
New Hanover
Owner
Owner Name
Cape Fear Public Utility Authority
Dates/Events
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
12/21/2018
Regulated Activities Requested /Received Events
Additional information requested
Additional information received
:

PORT CITY CONSULTING ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NORTH CAROLINA.
28409
[phone]
TO: Dean Hunkele
NCDWQ
127 Cardinal Drive
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Shop Drawings
D Copy of Letter
E�En (OF MuHgkonAd
DATE 1 2/2 1 / 1 $
JOB NO.
ATTENTION
PHONE #
RE: 2218 Barnett Avenue
Sewer Permit Submittal
Public Sewer
E Attached F-] Under separate cover
❑ Prints ❑Plans R samples
[:1 Change order [:] Diskette R _
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
1
Check for $480 each for application fee
2
One Original &one copy of: Fast Track Application and
Flow Tracking Form
1
USGS Quad Sheet
I
Sewer Narrative
1
Copy of email from Christyn Fertenbaugh approving the
variance request
THESE ARE TRANSMITTED as checked below:
F-1 copies for
� For approval ❑Approved as submitted Resubmit approval
copies for
❑ For your use El Approved as noted ❑Submit distribution
❑ As requested ❑Returned for corrections ❑Return corrected prints
❑ For review and
comment ❑
R FOR BIDS DUE 20 ❑PRINTS RETURNED AFTER LOAN TO US
REMARKS: RECEIVEDINCDENRDWR
COPY TO: File
D E C 2-1 1 2018
Operations Section
Wiirnin cat- Regionai Office
SIGNED: //Uj2-Ni,
If enclosures are not as noted, kindly notify us at once.M.,1 20 18

State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWR
15A NCAC 02T .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 &SUPPORTING DOCUMENTATION
Application Number: w&G6 H 0 �ziox(to be completed by DWx)
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 ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
Federal State/Coup Municipal ® OtherAO�Vk �o
❑ ❑ State/County ❑ p
i
3. Signature authority's name: Matthew Tribett, PE per 15A NCAC 02T .0106�b)
Title: Engineering Manager
4. Applicant's mailing address: 235 Government Center Drive
City: Wih-n on State: NC Zip: 28403-
t� > L,
5. Applicant's contact information:';>� )`
SEC 212018Phone number: 910 332-6415 Email Address: matthew.tribett c ua.or ,
II. PROJECT INFORMATION:
1. Project name: 2218 Barnett Avenue
2. Application/Project status: Z Proposed (New Permit) ❑ Existing Permit/Project
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: 34.23' Longitude:-77.92'
5. Parcel ID (if applicable): R05407-024-023-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Mark N. Hggoove License Number: 019742
Firm: Port City Consulting Engineers, PLLC
Mailing address: 6216 Stonebridge Road
City: Wilmington State: NC Zip: 28409-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: James A. McLaughlin NSWWTF Permit Number: NC 0023965
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Numbers . W
O Q *fu
V A 8A CLAP.
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): CFPUA
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?
❑ 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?
El Yes ❑No ZN/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes [-]No EIN/A
4. Origin of wastewater: (check all that apply):
Z Residential Owned ❑Retail (stores, centers, malls) ❑ Car Wash
D 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. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes No
➢ If yes,, provide a copy of flow reductioapproval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a'b
No. of Units
Flow
Dwelling Unit
360 gal/day
1
360 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
360 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.01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 360 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: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
6 20 DIP
➢ 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
VIH. 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: 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 .03 05(h)(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 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
.03 05 (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)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g.)
➢ 15A NCAC 02T.0305(f) contains minimum senarations that shall be provided for sewer systems_
Yes ❑ No
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 drinking water
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
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 swimmingpools
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
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? E 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)?
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 0 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:
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 versionZ as applicable?
0 Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval o_ the request is required prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
19 tAek ek. A) I �k r
(Professional Engineer
`r ov `e
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
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.
.....................................................................................y
i
North Carolina Professional Engineer's seal, signature, and date:
19742
GI N EEC
% ................................ ...................................
3. Applicant's Certification per 15A NCAC 02T .0106(b):
attest that this application for
(Signature Authority's name title from `Application Item I.3.) QN
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

�} fi
i- ' �r t+. .� tt of �• k. E
Division of Water Re-soulrces
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: H & L Mag, LLC
Project Name for which flow is being requested: 2218 Barnett Avenue
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations 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: James A. Loughlin (Northside) WWTP
b. WWTP Facility Permit #: NPDES NC 0023965
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All f Zows are in MGD
16.000
2.690
10.661
0.0003 60
13.351
83.4%
II. 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:
Pump
Pump
Station
Station
(Name or
Permit
Number)
No.
10
N/A
(A)
(B)
Design
Average
Approx.
Firm Daily Flow**
Current
Capacity, * (Firm / pf),
Avg. Daily
MGD MGD
Flow, MGD
14 RII? 5 91111
1.47?
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity***
n IIR?
11 R 54
7_ 079
The Firm Capacity (design flow) of any pump station is defined as the maximum pumpea now
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 factor
(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 < 0.
Downstream Facility Name (Sewer): Cape Fear Public Utility Authority
Downstream Permit Number: Not Available
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Matthew Tribett, CFPUA Eng. Mgr 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.
/ � / S-// 2)
Signing Official Signature Date
C LW
Title of Signing Official `
Page 2of6
FTSE 10-18

SEWER NARRATIVE
2218 BARNETT AVENUE
SEWER DESCRIPTION
The proposed sewer extension if to extend the existing 6" sewer main to serve one lot that
currently does not have gravity sewer available in Wilmington, NC. Only 20 if of main is
required such that a service can be extended over to the vacant lot located at 2218 Barnett
Avenue in Wilmington, NC.

_ R
MICHAEU R.
Secretary
LINDA CULPEPPE
Direaor I
December 17, 2018
Matthew Tribett., P.E.., Engineering Manager
Cape Fear Public Utility Authority
235 Government Center Drive
Wilmington, NC 28403
Subject: Variance Request Approval
2218 Barnett Avenue
Cape Fear Public Utility Authority (WQCS00012)
New Hanover County
Dear Mr. Tribett:
The Division of Water Resources (Division) has reviewed the submitted variance request as received on November
61 2018 for the subject project. The Division will grant the variance request for the installation of approximately 20
linear feet of 6-inch public gravity sewer to extend the existing sewer to serve an undeveloped lot at 2218 Barnett
Avenue in lieu of the minimum of 8-inch as required for public gravity sewer lines per 15A NC4CO2T.0305(i)(1),, in
accordance with the provisions for alternative design under 15A NC4CO2T.0105(n). -
Regardless of the variance approval,, in the event that the wastewater collection facilities fall to perform
satisfactorily, including the creation of nuisance conditions.. the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of additional or replacement facilities.
All other elements of this project shall be constructed in accordance with all applicable rules and statues including,
15A NCAC 2T; the Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February
12,. 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1,, 2000 as applicable. Approval of the variance request does not constitute approval
of the permit.
If you need additional information concerning, this matter, please contact Christyn Fertenbaugh at [phone]
or via e-mail at Christ yn. Fertenbaug,h,@.ncdenr.g:0
Sitt,erely,
X.
V X-1
for Linda Culpepper
Director., Division of Water Resources
by Deborah Gore, Supervisor
Pretreatment, Emergency Response, Collection System Unit
cc: Mark N. Hargrove,, P.E.., Port City Consulting Engineers, PLLC (.M.har9r*ove,0a:ec.rr.coM.)
Wilmington Regional Office., Water Quality Section Regional Operations
Water Resources Central Files: WQCS00012
PERCS, (electronic copy)
....................
North Carolina Department of Environmental Quality I Division of Water Resources
512 No-li Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000