WQ0042275_Application (FTSE)_20210218

Permit Number WQ0042275
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
Headwaters Place at Hewletts Creek Private Sewer
Location Address
Owner
Central Files: APS _ SWP _
1 /28/2021
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 Name Owner Type
Momentum Holdings LLC Non -Government
Owner Affiliation
David SpetrinoL(-,
18 Palmetto Dr
Dates/Events Wrightsville Beach NC 28480
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
1 /27/2021

PORT CITY CONSULTING ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NORTH CAROLINA,
28409
[phone]
To: Dean Hunkele
NCDWQ
127 Cardinal Drive
Wilminaton, NC 28405
LETTER OO F TRANSMITTAL
DATE 1 /27/21
JOB NO.
ATTENTION
PHONE#
RE: Headwater's Place at Hewlett's
Creek
Sewer Permit Submittal
Public & Private Sewer
WE ARE SENDING YOU ® Attached ❑ Under separate cover
❑ Shop Drawings ❑ Prints ❑ Plans
❑ Copy of Letter ❑ Change order ❑ Diskette
❑ Samples
El
nr'"thy fdItowing-items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
1
Two checks for 480 each for application fees
2
One Original & one copy of: Fast Track Application for
Public and Private Permit and Flow Tracking Form
1
USGS Quad Sheet
1
Sewer Narrative
CEE0V
0 JAN 2 7 2021
THESE ARE TRANSMITTED as checked below:
❑
copies for
® For approval
❑ Approved as submitted
Resubmit
approval
copies for
❑ For your use
❑ Approved as noted
❑ Submit
distribution
❑ As requested
❑ Returned for corrections
❑ Return
corrected prints
❑ For review and
comment
❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
copy To: File
SIGNED: Mcwk.N. }fAA^,Gfroyei
If enclosures are not as noted, kindly notify us at once.

SEWER NARRATIVE
HEADWATER'S PLACE AT HEWLETT'S CREEK
The proposed project is a new residential development on Greenville Loop Road in Wilmington,
NC. The existing gravity sewer main is located on the opposite side of the road from the site.
Therefore, the sewer extension within the R/W of Greenville Loop Road will be permitted with
CFPUA and the main extension into the site will be a private permit with Momentum Holdings,
LLC. There will be two new single family residential units and 3 duplex units for a total of 8
new residential units. Each unit will have 3 bedrooms. The total sewer flow for this project will
be 2,880 gallons/day.

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: W& W" 1 py)(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Momentum Holding LLC (company, municipality. HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Dave Spetrino per 15A NCAC 02 f .0106(b)
Title: Managing Member of Momentum Holdin-s�LLC
4. Applicant's mailing address: 18 Palmetto Drive
City: Wrightsville Beach State: NC Zip: 28480-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
IL PROJECT INFORMATION:
I . Project name: Headwater's Place at Hewlett's Creek
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000_ and issued date:
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.1987'
5. Parcel ID (if applicable): R06213-006-017-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Mark N. Hargrove License Number: 019742
Firm: Port City Consulting Engineers, PLLC
Longitude:-77.8675'
Mailing address: 6216 Stonebridge Road
City: Wilmington State: NC Zip: 28409-_
Phone number: (2iJ0 599-1744 Email Address: mhargrove ,ec.rr.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Southside Waste Water Treatment Plant Permit Number: NCO023973
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ
System Wide Collection System Permit Number(s) (if applicable): WQCS_ 00 l �
Owner Name(s): CFPUA `l �l 1
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
I. Ifthe 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 Aereentent (FORM DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a I lame I'runerts Owners' A,socuuiun, has an tprrnional _Agircmuu (I OR%cl: I,II)A) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
® 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 02'1 .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(f)? ❑ Yes ® No
Y If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a" b
No. of Units
Flow
Residence
360 gal/house
8
2,880 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
2,880 GPD
a See 15A NCAC 02T .01 14(b). (d), (e)( I ) and (el(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: 2,880 GPD (per I5A NCAC 02T .01 14)
D 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Servers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 366 C900 PVC & DIP
v Section II & III of the MDC for Permitting of Gravity Sewers contains infomtation 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
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
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 .0305(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
.0305(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.
D 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 tinteframes, 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)):
I. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (0
➢ 15A NCAC 02T.0305(t) contains minimum separations that shall be provided for sewer systems:
►5 r
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)
19 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
Ili inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public watersupplysourcc- includinganywells;WS-lwatersofClass]-or
Class 11 impounded reservoirs used as a source of drinking water
- -----
100 feet
**Waters classified WS (except WS-1 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 sloe 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
15A NCAC 02T.0305(,) contains alternatives where separations in 02 f.0305(f) cannot be achieved.
D **Stream classifications can be identified using the Division's NC Surface Water Classifications w6page
➢ 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
D 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 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® 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
S. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)?
�►�1E■m
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
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 submiued system comply with I5A NCA(. 01, the !viinimum DDcsilrn Crilcria I'ur the Purmiltingul' Pump Jtanum
and Force Mains t latest version), and the GravilSewer Minimum Design Criteriat latest versiont 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 supportive
documents.
2. Professional Engineer's Certification:
I Mark N. Hargrove, PE
(ProTessional Engineer's name -front Application Item 111 1.)
t 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 or 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 tine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
[ 'Aq�jCp A S?MNO J+1-- attest that this application for
(Signature Authority's name & title from Application Item I.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. 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: ♦; 2 T - 2oZp
FORM: FTA 04-16 Page 5 of 5

�xv R
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Momentum Holdings, LLC
Project Name for which flow is being requested: Headwaters Place at Hewletts Creek
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: M'Kean Maffitt (Southside) WWTP
b.
WWTP Facility Permit #: NPDES NC 0023973
All flows are in MGD
c.
WWTP facility's permitted flow
12.000
d.
Estimated obligated flow not yet tributary to the WWTP
2.670
e.
WWTP facility's actual avg. flow
8.044
f.
Total flow for this specific request
0.002880
g.
Total actual and obligated flows to the facility
10.717
h.
Percent of permitted flow used
89.3
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.
34
N/A
39
N/A
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Average
Approx.
Not Yet
Total Current
Firm
Daily Flow**
Current
Tributary
Flow Plus
Capacity, *
(Firm / pf),
Avg. Daily
Daily Flow,
Obligated
Available
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
14.976
5.76
4.016
0.177
4.193
1.567
1.800
0.720
0.228
0.069
0.296
0.424
* 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 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:
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Jeff Theberge, 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.
Engineering Manager
Title of Signing Official
1 /14/2021
Date
Page 2 of 6
FTSE 10-18

1/28/2021
North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
Momentum Holdings LLC
Information
Sosld: 2044981
Status: Current -Active O
Date Formed: 9/8/2020
Citizenship: Domestic
Annual Report Due Date: April 15th
Currentgnnual Report Status:
Registered Agent: Spetrino, David A., Jr
Addresses
Reg Office
18 Palmetto Dr
Wrightsville Beach, NC 28480-5017
Company Officials
Reg Mailing
18 Palmetto Dr
Wrightsville Beach, NC 28480-5017
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://w .sosnc.gov/online_services/search/Business_Registration_Results 1I1

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