WQ0039770_Application (FTSE)_20181126

Central Files: APS - SWP
10/31 /201$
Permit Number WQ0039770
Permit TrackingSlip P s -\1^
Program Category
F
Status Project Type
Non -discharge
In review Major modification
Permit Type
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
~=
B Individual - -
Primary Reviewer
Permit Contact Affiliation
dean.hunkele
"
Coastal SWRule
Permitted Flow
=
40,320
Facility
Facility Marne
Major/Minor Region
Congleton Farms Subdivision Sewer
Minor Wilmington
Location Address
County
New Hanover
Facility Contact Affiliation
Owner.
Owner Name Owner Type
Cape Fear Public Utility Authority
Government - Municipal
Owner Affiliation
James R. Flechtner
PE
235 Government Center Dr
DateslEvents
Wilmington NC 28403
Scheduled
brig Issue App Received Draft Initiated Issuance Pudic Notice Issue Effective Expiration p n
2/13/2018 10/23/2018
Regulated Activities
Requested /Received Events
i
Domestic; other Additional information requested �
Subdivision
_ - - -
.. �

$ a
r

PARA.MOUNTE
E N G 1 N E E R 1 N G, 1 N C.
1 2 2 C I N E M A DR IV E
W I L M I N G T O N, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L E T T E R O F T R A N S M I T T A L
® Originals
® Prints
❑ Shop Drawings
❑ Calculations
❑ Correspondence
1:1 Plans
E:] Specifications
Ej Other as listed below
. 2 Fast Track Sewer Permit FTA 04-16
' 2 Flow Tracking/Acceptance Sewer Extension Application FTSE 04-16
1 Sanitary Sewer Narrative
• 1 USGS Map
1 Site Plan/Overall Layout/Vicinity Map
1 $480 check
Modification for WQ39770 approved 2/ 13/ 18
�V
.
Tim Clinkscales, PE, PLS

WM State of North Carolina
Department of Environmental Quality
Division of Water Resources
VVR
15A NCAC 02T .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 &SUPPORTING DOCUMENTATION
Application Number: to be completed b DWR
PP ( p y )
All items must be completed or, the aapp_l�'c_ation 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
El Federal El State/County ® Municipal ❑ Other
3. Signature authority's name: Matthew Tribett, PE, PLS per 15A NCAC 02T .0106(b)
Title: Engineering Manager
4. Applicants mailing address: 235 Government Center Drive { _
City: Wilmington State: NC Zip: 28403-
P
5. Applicant'sOCT contact information: 3
Phone number: [phone] Email Address: [e-mail]
H. PROJECT INFORMATION:
1. Project name: Congleton Farms Subdivision
2. Application/Project status: ❑ Proposed (New Permit) Z Existing Permit/Project
If a modification, provide the existing permit number: WQ0039770 and issued date: 2/13/18
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: 34.119' Longitude:-77.89'
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Chris Millis
Firm: Paramounte Engineering, Inc.
Mailing address: 122 Cinema Drive
City: Wilmin on
Phone number: [phone]
License Number: 036235
State: NC Zip: 28403-�
Email Address: cmillis(iparamounte-en .com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McKean-Maffit Wastewater Treatment Plant Permit Number: NCO023973
Owner Name: Cape Fear Public Utility Authority (CFPUA)
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Pen -nit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

5-
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewersj:
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8-inch
7585
PVC AWWA C900
8-inch
475
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
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC-(P� Stations/Force 1Vlains):
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 OS (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 flaw 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(fl & (g) Z Yes ❑ No
15 A MCA C 09T (l 05(f) enntninc minim»m cenarntinnc that shall he nrnvided fnr sewer cv�temq-
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 buildin 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.030S() contains alternatives where separations in 02T.0305{f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications web�a�e
➢ 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
➢ 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 Z N/A
➢ This would include Trout Buffered Streams per 15A NCAC 28.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑Yes 0 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.01(additional permits/certifications)? ® Yes [:]No
Per 15A NCAC 02T.010, 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.
E 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 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of PumpStations
and Force Mains (latest version and the Gravity Sewer Minimum Design. Criteria latest version as applicable?
ED Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. ADRroval of there uest is re uired - rior.to submittal of the Fast Tracy Alaglicatign and suPlaordng documents.
2. Professional Engineer's Certification:
I, attest that this application for
(Professional Engineer's name from Application Item III.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 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 shah be guilty of a Class 2 misdemeanor, which may
in l de . not to w ed S 10,000, s veIt as �ci��*1 penal ties up to S25000 per violation.
A
North Carolina Professional Engineer's seal signature, and date: 0 a a a
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, ~-' 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. 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 143-21.5.6A 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.
SignatureoA; L-
Date: `0 � 1
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water .Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Munro Homes of NC, Inc.
Project Name for which flow is being requested: Congleton Farms
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
Aff flows are in MGD
c. WWTP facility's permitted flow 12.000
d. Estimated obligated flow not yet tributary to the WWTP 1.995
e. WWTP facility's actual avg. flow 8.044
f. Total flow for this specific request 0.03 9240
g. Total actual and obligated flows to the facility 10.078
h. Percent of permitted flow used 84.0%
11. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
Dist pump stations located between the project connection point and the WWTP.-
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Finn / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
115 0.275 0.110 0.045 0.035 0.080 0.030
131 0.468 0.187 0.053 0.020 0.073 0.114
AA d nArN 1 5O6 0 Qnn O_Wl l _593 -0.077
The Firm Capacity 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 pealing
factor (pf) not less than 2.5.
x** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the VVVVTP where the Available Capacity is < 00
Downstream Facility Name (Sewer): Cape Fear Public Utility Authority
Downstream Permit Number: Not Available
Page 1 of 6
FTSE 04-16

y 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
receivin wastewater treatment facility and that the flow from this project is not anticipated to
g .
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 assessment where applicable. This analysis
p p planning
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 ind,pates acceptance of this wastewater flow.
L
Signing Official Signature
to
Page 2 of 6
FTS E 04-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section H 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
43% total flow % and 0.683 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
Motts Creek PS Upgrade is in design or under construction with
planned completion in TBD ; and/or
d. The following applies:
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-
2 15.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste
disposal system.
ing Official Signature
to
Page 3 of 6
FTSE 04-16

CONGLETON FARMS
NEW HANOVER COUNTY
NORTH CAROLINA
SANITARY SEWER DESIGN NARRATIVE
Prepared for:
Mungo Homes of North Carolina, Inc.
2521 Schieffelin Road
Apex, NC 27502
Prepared by:
w
PAIR-4A 1\4-LJI***ZT
S= N Ca; I N t= F—= §=;_* I N <B . I C.
122 Cinema Drive
Wilmington, NC 28403
NC License #: C-2846
Project #16384.PE
July 2018
\A CA
00
of's **'A/' s.
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T - 36235
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PROJECT NARRATIVE
-
Raleigh-Wilmington Investors, LLC is proposing to construct asingle-family neighborhood at 1319
Lt. Congleton Road. The neighborhood will consist of 163 single family lots that tie into Cape Fear
Public Utility Authority manholes that outfall to Sentry Oaks Pump Station (SSA-131) to the north
and Intracoastal Watch PS (SSA-1 15) to the south. The flow for each are as follows: Sentry Oaks PS
—117 lots and amenity (43,074 gpd) and Intracoastal PS — 53 lots (19,080 gpd). The line lengths are
as follows: 8,060 LF of 8" gravity sewer. Line Lengths — 4,745 LF to Sentry Oaks and 3,315 LF to
Intracoastal
For the first phase, we will be permitting all the gravity mains and the following flow per CFPUA's
ordinance—109lots to both the (53) Intracoastal and (56) Sentry Oaks PSs, resulting in the flow of
39,240 gpd.

Hunkele, Dean
From: Hunkele, Dean
Sent: Monday, October 22, 2018 3:48 PM
To: 'Tim Clinkscales'
Subject: RE: [External] Mod for WQ39770
To add flow allocation requires a formal permit modification so it will need to occur at some point, but given the line
length changes we should go ahead and do it sooner rather than later. Plus looks like they are cutting initial allocation
some.
Dean Hunkele
Environmental Specialist 11
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2004 Fax
Dean.Hunkele, ncdenr.gov
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
http://deg.nc.gov/contact/`regional-offices/wilmington
Email correspondence to andfrom this address is subject to the North? Carolina Public Records Low on May be disclosed to third
parties
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department"s Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using todays date only gives info on the latest permit version. Confirmation using this method will replace letters and emails; it is
recommended that confirmation be printed and/or saved.
Links to both trackers can be found on the sewer permitting site here: https:/Zdeg.nc.gov labout/divisionsZwater-resources/water-resources-
Perm its/percs/co I I ectio n -syste rns-perm its
Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
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From: Tim Clinkscales [mailto:[e-mail]]
Sent: Monday, October 22,2018 2:50 PM
To: Hunkele, Dean <[e-mail]>
Subject: [External] Mod for WQ39770