WQ0042576_Application (FTSE)_20210628

Permit Number WQ0042576
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension.. Pump Stations. & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility Name
Greenfield Lake PS 14 Force Main Replacement
Location Address
Owner
Owner Name
Cape Fear Public Utility Authority
Dates/Events
Central Files: APS _ SWP
6/8/2021
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
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
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
5/28/2021
Regulated Activities Requested/Received Events
Additional information requested
� .

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hdrinc.com
RECEIVED
MAY 2 8 2021
rvCOEQ
WILMINGTON RO
May 28, 2021
Wilmington Regional Office
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: 15A NCAC 02T .0300 - Fast Track Sewer System Extension Application
Cape Fear Public Utility Authority
Pump Station 14 Greenfield Lake Force Main Replacement
To Whom It May Concern:
The Pump Station 14 Greenfield Lake Force Main Replacement project includes the
proposed installation of a new 20"/24" force main from Pump Station 14 (near the
intersection of Front Street and Burnett Blvd.) to a tie-in location on the existing force main
on River Road in Wilmington, North Carolina by Cape Fear Public Utility Authority
(CFPUA).
The primary purpose of this project is to implement the CFPUA Asset Management Plan
and to prevent a serious failure of the existing Pump Station 14 force main by improving the
reliability of the conveyance system. This will be accomplished by the installation of the new
Pump Station 14 force main. In the event of a break on the new Pump Station 14 force main,
the existing force main could be put back into service as a redundant route to prevent a
multi -million -gallon spill to surface waters.
The existing force main was previously permitted through the State (NCDEQ). No
additional wastewater will be generated by this project and therefore no significant
changes to the existing hydraulics are expected.
HDR Engineering, Inc. of the Carolinas (HDR) is submitting the following for NCDEQ's
review:
• Fast Track Sewer System Extension Application
• Modification Fee $480.00
• Site Maps
• Preliminary Engineering Report
• Original and Copy of Construction Drawings
• Original and Copy of Special Provisions (Specifications)
101 N 3rd St, Wilmington, NC 28401
919,985.8920

Fast Track Sewer System Extension Application
CFPUA Pump Station 14 Force Main Replacement Project
Page 2
Please let us know of any questions.
Sincerely,
HDR Engineering, Inc. of the Carolinas
Joe L. Langston, Jr., PE
Project Manager
Enclosures
cc: Jordan Evans, CFPUA
Frank Styers, CFPUA
V

FN
Preliminary Engineering Report for Cape Fear Public Utility Authority
(CFPUA) Pump Station 14 Greenfield Lake Force Main Replacement
Project Purpose
The Pump Station 14 Greenfield Lake Force Main Replacement Project includes the
addition of a new force main from Pump Station 14 to a tie-in point at the existing force
main on River Road. This new force main will provide redundancy because the existing
force main will remain operable for redundancy.
CPFUA operates and maintains a large wastewater collection system that includes the
combined water and sewer operations for the City of Wilmington and New Hanover
County. The Pump Station 14 force main conveys flow from the south and west of the
City of Wilmington via a 20-inch/24-inch force main to the M'Kean Maffitt (Southside)
Wastewater Treatment Plant (WWTP). CFPUA Asset Management Plan has identified
that the probability of failure for this reinforced concrete force main was high based on
the condition and age of the force main. Additionally, due to size, location adjacent to
surface waters, and a lack of redundancy for event management, the consequence of
failure is also high.
The primary purpose of this project is to provide a redundant force main route to
prevent a serious failure of the force main by improving the reliability of the conveyance
system. This will be accomplished by the installation of a new Pump Station 14 force
main. In the event of a break on the new Pump Station 14 force main, the existing force
main could be put back into service to prevent a multi -million -gallon spill to surface
waters.
Project Description
The alignment of the proposed force main begins at Pump Station 14, and travels
southwest under Greenfield Creek, associated wetlands and forested area for
approximately 1,750 feet until it intersects Burnett Boulevard. This section from Pump
Station 14 that spans Greenfield Creek and associated wetlands will be crossed
subaqueously by an approximately 1000 linear foot horizontal directional drill (HDD)
technique to minimize and avoid water resource impacts. After crossing Burnett
Boulevard with a bore and jack, the force main routes south onto South Carolina Avenue
and then southeast onto Pine Street. The following sections traverse through
neighborhoods. From Pine Street it travels west onto North Carolina Avenue, then along
the property line of adjacent properties, and intersects onto Sunset Avenue. From the
intersection at Sunset Avenue, it runs south on Harrison Street, past Northern Boulevard
to the intersection of Central Boulevard and Harrison Street. At this intersection, the new
force main connects to Pump Station 16 via a new 8" force main along Central
Boulevard and connects to the existing Pump Station 2 force main with a tapping sleeve
and valve.
The force main transitions to 24" and continues along Harrison Street south past the
intersection at Southern Boulevard, then turns east on Virginia Ave. From that
intersection, it continues south on Louisiana Avenue, turns east on Delaware Avenue,
and then turns south to follow the edge of the Godwin ball field until the intersection at
Shipyard Boulevard. The force main crosses Shipyard Boulevard via a bore and jack
and continues south on Worth Drive, south through North Carolina State Ports Authority
hdrinc.com HDR Engineering Inc., of the Carolinas
101 N 3m St, Wilmington, NC 23401
919.985,8920

FN
property, and then heads west along Raleigh Street. The force main then routes south
along River Road and ties into the existing 24-inch force main. The total length of this
pipe is approximately 15,297 feet, which includes the HDD section. With the exception of
the HDD, which will be constructed of 24" DR-9 HDPE or 20" fusible PVC DR-18, the
force main will be constructed of 20" and 24" C900 PVC DR-18.
No changes are proposed to the operation of the Pump Station 14 and the existing force
main size will be maintained; therefore, no significant change in pump or force main
hydraulics is anticipated. Additionally, the C-Factor roughness coefficient for the existing
concrete pipe is approximately between 100 and 120 and the C-Factor Roughness
Coefficient for the new PVC force main is approximately between 140 and 150. The
existing PCCP force main section from Pump Station14 to the proposed new tie in is
approximately 13,000 feet in length, while the route of the new PVC force main is
approximately 15,297 feet in length.
Diameter
(Inches)
Material
Volume
(GPM)(Volume
used is for
comparison
only)
Velocity
(Ft/Sec)
Length
(Ft)
C-
Factor
Ft.
Loss
per
1,000
Feet
Head
Loss
(Feet)
20"
PVC
4,818
4.96
15,297
140
3.43
52.48
20"
Concrete
4,818
4.96
13,000
120
4.58
59.54
24"
PVC
6,365
4.43
15,297
140
2.26
34.58
24"
Concrete
6,365
4.43
13,000
120
2.99
38.87
As shown above, the additional length will not significantly change the total dynamic
head of the pumps at Pump Station 14.
hdrinc.com HDR Engineering Inc., of the Carolinas
101 N 3rd St, Wilmington, INC 28401
919.985.8920

DWRState of North Carolina
Department of Environmental Quality
Division of Water Resources _
15A NCAC 02T .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION I
/
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: WkGC41' 4 (tobecompletcdbyDWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Cape Fear Public Utility Authority (company, municipality, FIOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
El Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Frank Steers per 15A NCAC 02T .0106(b)
Title: Deputy Executive Director
4. Applicant's mailing address: 235 Govemment Center Drive
City: Wilmington State: NC Zip: 28403-_
5. Applicant's contact information:
Phone number: [phone] Email Address: frank.stycrsQcfpua ore
11. PROJECT INFORMATION:
L Project name: Pump Station 14 Greenfield Lake Force Main Repalcement
2. Application/Project status: ® 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: 34.2119° Longitude:-77.9468'
5. Parcel ID (if applicable): R05417-015-001-000
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
Professional Engineer: Joe Langston License Number: 024128
Firm: HDR Engincerina
Mailing address: 440 S Church Street #1000
City: Charlo State: NC Zip; 2 02-_
Phone number: [phone] Email Address: joe.langstonOhdrinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: M'Kcan Maffitt(Southside) Wastewater Treatment Plant (SSWWTP)
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: 24 inch
System Wide Collection System Permit Numb r(c) (if applicable): WQCS00012
Permit Number: NC0023973
Owner Name(s): Cane Fear Public Utility Authority
FORM: FTA 04-16
Page I of 5

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Palk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, ScoUand
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Slanly, Union
[phone] Fax
Raleiah Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Berge, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquolank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pander
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Suite 300
Alamance, Allegheny, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Water Quality Section
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

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 NN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM- DEV) been attached?
❑ Yes [—]No NN/A
3. If the Applicant is a Honte/Property Owners' Association, has an Operational Agreement (FORM HOA) been attached?
❑ Yes ❑No NN/A
4. Origin of wastewater: (check all that apply)
N Residential Owned N Retail (stores, centers, malls) N Car Wash
N Residential Leased N Retail with food preparation/service N Hotel and/or Motels
N School / preschool / day care N Medical / dental / veterinary facilities N Swimming Pool /Clubhouse
N Food and drink facilities N Church
N Swimming Pool/Filter Backwash
N Businesses / offices / factories N Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T 0103(20))
"Is there a Pretreatment Program in effect? N Yes ❑ No
6. Has a flow reduction been approved under ISA NCAC 02T 0114(0? ❑ Yes N No
)0 If yes Provide a copy of flow reduction aooroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140
Daily Design Flow' °
No. of Units
Flow
Wastewater flow/chacteristics are
unchanged b ro'ec[
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPD
a See I SA NCAC 02T 01 14(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.01 I shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. 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
N Flow has already been allocated in Permit Number: NCO 9 3
❑ Rehabilitation or replacement of existing sewer with no now flow expected
❑ Other (Explain): _
FORM: FTA 04-16 Pagc 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 021' .0305 & ,NIDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
NA
➢ Section H & 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 & NIDC (Puntit Stalimus/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Puntli Station 14 NO MODIFICATIONS 1'0 PUMP S-1 N OR PUMPS)
2, Approximate Coordinates (Decimal Degrees): Latitude: 34.2119' Longitude:-77.9468'
3. Design flow of the pump station: 9_9 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): (EXISTING) Two at 4200 one at 1750 gallons per minute at (FXISfIN<j] 1 vo at 11.5
one at 80 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
8
567
PVC C900
20
4465
PVC C900 DR-18
24
1017
DR-9 HOPE or
20" DR-18 fusible
PVC (HDD_
24
9815
PVC C900 DR-18
6. Power reliability in accordance with 15,A NC AC02T .0305(h)(1):
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(t)(D)_
➢ 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 021' .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. t` ,
➢ 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 02'r .0305(f) & (a)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be nrovided 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-1 waters of Class I or
Class ❑ 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 swimming ools
10 feet
Final earth grade vertical
36inches
➢ 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 (e). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [:]No ❑ 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 213.0202
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 Permittine 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 ® No ❑ N/A
➢ 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 5 of 5

X. CERTIFICATIONS:
I. 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/Altemative 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:
1 Joe Langston, PE attest that this application for
(Professional Engineer's name from Application Item 111.1.)
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 1 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 seal, signature, and date: o` (H CAROB
c 0241 +�^� v 7
i
5/24/202 +
�ANGS1
...................................
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, Frank Styers, Deputy Executive Director attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
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. 1 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 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: A sryez�
Date:
FORM: FTA 04-16
Page 6 of 5

FTA 04-16_for signature
Final Audit Report 2021-05-24
Created:
2021.05-24
By:
Jordan Evans [e-mail])
Status:
Signed
Transaction ID:
CBJCHBCAABAAPkdZxEaCnLFF-fg8z7e_1Th3OC8_OBJO
"FTA 04-16_for signature" History
n Document created by Jordan Evans [e-mail])
2021-05-24 - 6:56:07 PM GMT- IP address: 70.63.90.214
P4 Document emailed to Frank Styers ([e-mail]) for signature
2021-05-24 - 6:56:44 PM GMT
Email viewed by Frank Styers ([e-mail])
2021-05-24 - 7:10:40 PM GMT- IP address: 70.63.90.214
&0 Document e-signed by Frank Styers ([e-mail])
Signature Date: 2021-05.24-7:14:39 PM GMT - Time Source: server- IP address: 70.63.90.214
Agreement completed.
2021-05.24 - 7:14:39 PM GMT
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