WQ0042317_Application (FTSE)_20210303

Permit Number WQ0042317
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, 8 Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Central Files: APS _ SWP _
2/12/2021
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Sidbury Farms 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 , u"J `3 3 —al
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective

4J MCIQM&CREED
f f [I 1 0 2021 TTER OF TRANSMITTAL
HAND DELIVER --:_ —
TO: NCDEMLR-DWQ
127 Cardinal Drive Extension
Wilmington, NC 28403
ATTENTION: Dean Hunkele
WE ARE SENDING: ® Originals ® Prints
❑ Specifications ® Calculations
February 10, 2021
__—
TO: NCDEMLR-DWQ
127 Cardinal Drive Extension
Wilmington, NC 28403
ATTENTION: Dean Hunkele
WE ARE SENDING: ® Originals ® Prints
❑ Specifications ® Calculations
DATE:
PROJECT NO: 4245-0012 TASK NO:
RE: Sidbury Farms — Phase 1
Sewer Submittal
TRANSMITTAL NO: 1 PAGE 1 OF 1
❑ Shop Drawings ❑ Samples
® Other -
Quantity
❑ Shop Drawings ❑ Samples
® Other -
Quantity
Drawing No.
Rev.
Description
Status
1/1
Application FTA 10-14
G
1
$480 Permit Fee
G
1/1
Sewer Narrative
G
1/1
Associated Site Maps
C
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3.Other
4. Amend & Resubmit 5. Rejected - See Remarks
REMARKS:
243 NORTH FRONT STREET, WILMINGTON, NC 28401 (9101343-1048 FAX [phone]
cc:
McKIM & CREED, INC.
Signed �krlr.,.. t j
Je sica Butterfield, b
S:\2735\0237\10-Comm\19-Transmittal Letters\2019-07-08 WCF NCDENRSEWER.doc

Sidbury Farms (258 homes)
PUBLIC GRAVITY SANITARY SEWER SYSTEM
FAST TRACK APPLICATION NARRATIVE
Prepared for:
D.R. Horton, Inc.
131 Racine Drive, Suite 201
Wilmington, NC 28403
Prepared by:
vNfMM&CREED
243 North Front Street
Wilmington, NC 28401
[phone]
Project #04245-0012 (40)
October, 2020

FTA Narrative — Public Sanitary Sewer Extension
Sidbury Farms — Phase 1
(258 SF Homes)
Located in New Hanover County, NC
October, 2020
D.R. Horton is proposing to develop a 258-lot single-family subdivision, Sidbury Farms, in
New Hanover County on Sidbury Road. The nature of this FTA submittal is to permit a public
sanitary sewer extension system consisting of gravity sewer manholes, gravity sewer piping,
and force main to service the proposed communities.
D.R. Horton, Inc. will install the public gravity sewer system in conformance with the plans,
permit and specifications to be dedicated to New Hanover County for ownership and
maintenance. Sidbury Farms will permit wastewater based on the daily rate of 360 gpd based
on single-family homes.
Sidbury Farms — Phase 1: 258 homes = 92,800 GPD
The proposed public extension of the gravity sewer main will be constructed of concrete
manholes, 8" C-900 PVC / 8" DIP, and will provide sewer services with cleanouts for all 258
single-family lots.
This new public gravity system is designed in accordance with the NCDEQ minimum design
criteria 15A NCAC 02T .0305. Appropriate horizontal and vertical clearances will be provided
when proximal to the proposed storm drainage system and the proposed water system. The
gravity sewer will be certified in accordance with state regulations and the permit conditions
and will be owned and maintained by New Hanover County.
This package includes the Flow Tracking/Acceptance for Sewer Extension Application (FTSE
10-18), Fast Track Sewer System Extension Application (04-16), USGS topographical map, and
plan set.

State of North Carolina
DDepartmentWR
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: W6'66 t0-3n (to be completed by DWR)
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/County ® Municipal ❑ Other
3. Signature authority's name: Jeff Theberge, PE 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: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Sidbury Farms - Phase 1
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: WQ00_
3. County where project is located: New Hanover County
4. Approximate Coordinates (Decimal Degrees): Latitude: 34_33° Longitude: -77 85.
5. Parcel ID (if applicable): R01900-002-004-000, R01900-002-009-000
(or Parcel ID to closest downstream sewer)
II1. CONSULTANT INFORMATION:
1. Professional Engineer: Richard A. Moore PE License Number: 25503
Firm: McKim & Creed. Inc.
Mailing address: 243 North Front St.
City: Wilmington State: NC Zip: 28401-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: James A. Loughlin (Northside) Wastewater Treatment Plant Permit Number: NCO023965
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF): �1
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: _ inch kf l7V V
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 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 llome/ProMay Owners' Association, has an Operational Agreement (FORM: FICA) been attached?
❑ Yes ❑No NN/A
4. Origin of wastewater: (check all that apply):
N 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 02T.0103A20))
"Is there a Pretreatment Program in effect? [-]Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(I)? N Yes ❑ No
➢ 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 • °
No, of Units
Flow
Single -Family Residential
360 gal/day
258
92,880 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
Total
92,880 GPD
a See 15A NCAC 02T .01 14(b), (d), (e)(1) and (en 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.0114 1 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 92.880 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: F-I A 04-16 Page 2 of 5

VH. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (GravitySewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8" 10,843 C-900
➢ 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
VIII. 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: 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) FLength (feet) Material
6. Power reliability in accordance with 15A NCAC 02T _0305Sh)(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 - ISA 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 .0305Lft& ®Yes ❑ No
D 15A NCAC 02T.0305(f) contains minimum separations that shall be provided 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
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 pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(gl contains alternatives where separations in 02T.0305(t) cannot be achieved.
D **Stream classifications can be identified using the Division's NC Surface Water Classifications webnage
➢ 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 ❑ N/A
➢ Seethe 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 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 coveragelauthorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
D Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)16) (additional permits/certifications)? ® Yes [—]No
Per 1.5A NCAC 02T.0105(cI 6j, 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 permtllee 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 Minirmmn 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/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 supporting documents
2. Professional
name from Application Item III.1.)
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
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I Jeff Theberge, Engineering Manager --attest that this application for
(Signature Authority's name & title from Application Item L3J
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: �L26Qit�2 — Date: 2/9/2021
FORM: FTA 04-16 Page 5 of 5

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWZV
Dlvlslon of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: RMP Sidbury Road, LLC
Project Name for which flow is being requested: SidburyFarms
More than one FTSE may be required far a single project if the owner of the WWTP is not responsible for al! 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
All flows are in MGD
c. WWTP facility's permitted flow 16.000
d. Estimated obligated flow not yet tributary to the WWTP 3.6
e. WWTP facility's actual avg. flow 10.661
f. Total flow for this specific request 0.092880
g. Total actual and obligated flows to the facility 14.354
h. Percent of permitted flow used 89.7
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:
(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 / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
SBF N/A 1.008 0.288 0.000 0.093 0.093 0.195
* 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.
Off cial
Engineering Manager
Title of Signing Official
2/9/2021
Date
Page 2 of 6
FTSE 10-18