WQ0038865_Application (FTSE)_20201012

Permit Number WQ0038865
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, $ Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
63,360
Facility
Facility Name
Waterstone Subdivision Sewer
Location Address
Owner
Central Files: APS _ SWP
9/25/2020
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
B
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
New Hanover
Facility Contact Affiliation
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
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
1 /5/2017 9/25/2020 �� f
Regulated Activities Requested /Received Events
Domestic, other Additional information requested
Subdivision Additional information received
Wastewater collection
Outfall

NORMS & TUNSTALL
CONSULTING ENGINEERS P.C.
2602 Iron Gate Dv, Suite 102
Wilmington, NC 28412
[phone]
[phone] Fax
John S. Tunstall, P.E.
T.Jason Clark, P.E.
September 23, 2020
Dean Hunkele
NCDEQ —Water Quality Division
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Gravity Sewer Extension Fast -Track Permit Application
Waterstone Tract B
New Hanover County, NC
N&T Project No. 20034
Dear Mr. Hunkele,
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Joseph K. Bland, P.E.
Thomas J. Scheetz, E.I.
RECEIVED
SEP 2 5 2020
NCDEQ
WILMINGTON Ro
Enclosed please find a check in the amount of $480.00 (Norris Check No.1691) for the
processing fee and the following copies:
1. Approval from CFPUA (Bernice Johnson)
2. Sewer Narrative
3. Application (FTA 04-16)
4. Flow Tracking / Acceptance Form (FTSE 10-18)
5. Two (2) 81/2x 11 color USGS Topographic Maps
6. Two (2) site plans (ledger size)
Please review this information for approval and contact us with any questions or comments you
may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING E 4CfN`­EERS, P.0
Thomas J. Scheetz, E.I.
TJS/ttw
20043 09-23-20 -s-fast track swr-Itr
Enclosures
cc: Brian Kaiser / Dean Hardison
NCBELS License C-3641

DWR
Dlvlsion of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be completed or the apnlication will be returned
1. 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/County ❑ Municipal ® Other Authority
3. Signature authority's name: Jeff Theberge. P.E. per 15A NCAC 02T .0106(b)
Title: Engineering Manager
4, Applicant's mailing address: 235 Government Center Drive
City: Wilmington State: NC Zip: 28403-_
5. Applicant's contact information:
Phone number: 9LO 332-6673 Email Address: JeffTheber a cfpua com
H. PROJECT INFORMATION:
1. Project name: Waterstone Tract B
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: W000 83 865 and issued date: 01-05-17
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: 34.290924° Longitude: - 7.77 76798°
5. Parcel ID (if applicable): R03700-004-328-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: J Phillip Norris. P.E. License Number: 11966
Firm: Norris & lunstall Consulting Engineers P.C.
Mailing address: 1429 Ash -Little River Road
City: Ash State: NC Zip: 28420-_
Phone number: (NO) 287-5900 Email Address: pnQrri5(@,ntenpineers.com
IV. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION:
1. Facility Name: M'Kean-Moffrt SSWWTF C0023973
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF):
1. Permit Number(s): WQQM865 Downstream (Receiving) Sewer Size: 8" inch
system Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s):
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certiflcate 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?
❑ Yes [-]No ®N/A
3. If the Applicant is a Home/Pro gM Owners' Association has an Operational Agreement (FORM: HOA) 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 0 % Commercial
0 % Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ®Yes ❑ No
If yes, provide a cony of flow reduction anuroyal letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140))
Daily Design Flow','
No. of Units
Flow
4 bedroom residence
480 gal/day
19
9,120 GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
9,120 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. 42A4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T 01 l41 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 9 120 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):
I , Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
667
PVC
8
90
DIP
➢ Section 11 & 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
Vlll, PUMP STATION DESIGN CRITERIA (If Applicable) —02T .0305 & MDC (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. 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)(I ):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B);
➢ Required for all pump stations with au 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.
➢ 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(t) & (s) ® Yes []No
e 14 A nrr A n A2m rnnc,,,i.,i,, Lrn eennratinnc that shall he nrnvided for sewer systems:
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
Anv 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 pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpagg
➢ If noncompliance with 02T.0305(_) or (&), 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 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.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, hrcluding 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 Gravily 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 Apnlication and sunnortinu documents
2. Professional Engineer's Certification: /
I _ J A' Ai //'. � t�-�Ot'rt S
that this application for
�(Profess i nnayl�Engineer's
snname
I rn Ap�plii tion Item 111.1.)
has bd'en�� rerAe� m an' d fsa curate, compfett 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 143-215.613, 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.
North Carolina Professional Engineer's seal, signature, and date: t�. G A fq O
`p'C,. c.JSIU </
119a ;
�• rl •
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1 Jeff Theberge, P.E., Engineering Manager attest that this application for
(Signature Authority's name & title
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: 174hALg Date: 9/22/2020
FORM: FTA 04-16 Page 5 of 5

Nr acb3y
DW-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: McClammy Farms, LLC
Project Name for which flow is being requested: Waterstone Tract B
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
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
It. Percent of permitted flow used
All flows are in MGD
16.000
WWTP 3.477
10.661
0.009120
14.146
88.4
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.
(A)
Design
Average
Daily
Firm Flow**
Capacity, * (Firm / pf),
MGD MGD
(B) (C) (D)=(B+C) (E)=(A-D)
Approx.
Current
Avg. Daily
Flow,
MGD
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
Total Current
Flow Plus
Obligated
Flow
89 N/A 14.583 5.833 4.493 1.458 5.951
Available
Capacity***
-0.118
95 WQ0004843 3.021 1.208 0.463 0.492 0.955 0.253
78 N/A 0.720 0.189 0.000 0.147 0.147 0.042
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
(pi) 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 I of 6
FTSE 10-18

111. 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.
Official
Engineering Manager
Title of Signing Official
9/16/2020
Date
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
24.5 % and 1.458 MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Blue Clay Road Force Main is in design or under construction with
planned completion in Completed ; and/or
d. The following applies:
The Blue Clay Force Main is able to provide additional capacity at PS 89 by
diverting existing flow that is currently tributary to PS 89 directly to NSW WTP.
Construction of the force main is complete and was certified 4/5/18. The force main is
available for event management. Administrative procedures are required for full activation.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Official
9/16/2020
Date
Page 3 of 6
FTSE 10-18

SEWER NARRATIVE
WATERSTONE TRACT B
Waterstone Drive, Wilmington, NC 28411
For
McClammy Farms, LLC
2922 Orville Wright Way Suite 110
Wilmington, NC 28405
[phone]
v 6 U
� ' Q�131 I7A?a
1�e�secj q-°I-Z�
August 2020
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
1429- Ash — Little River Road
Ash, North Carolina 28420
[phone]
[phone] (Fax)
License # C-3641
N&T Project No. 20034

NARRATIVE
SEWER SYSTEM:
This private gravity system is designed to service 19 four -bedroom residences
with a total flow of 9,120 GPD. A total of 757 LF of 8-inch sewer line will be needed to
complete the system. This new system will not require a pump station. It will connect
into an existing gravity sewer line in an existing public utility easement under Kedleton
Court.
This system will be served by the Cape Fear Public Utility Authority.