WQ0040056_Application (FTSE)_20180710

Central Files.- APS SWID
6/6/2018
Pernift Nurnber W00040056 Permit Tracking Slip
Program Category
Non -discharge Status Project Type .
In review New Project
Permit Type
Gravity Sewer Extension., Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean-hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
The Landing at Lewis Creek Estates
Location Address
Owner
Owner Name
Cape Fear Public Utility Authority
Version Permit Classification
A Individual
Permit Contact Affiliation
MajorlMinor Region
Minor Wilmington
County
New Hanover
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Aff iliation
James R. Flechtner
PE
Dates/Events 235 Government Center Dr
Wilmington NC 28403
Scheduled
Orig Issue App Received Draft Initiated Issuance
6/6/2018
RegWated Activities
Public Notice Issue Effective Expiration
Requested /Received Events
Additional information reauested

GSP CONSULTING I� TRANSMOTTAL
66z6 Gordon Road, Unit C L�uuER OF
WILMINGTON, NORTH CAROLINA, 28411
[phone]
FAX [phone]
to: Dean Hunkele
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
DATE 06/0 /1$
10B N0. 2017-0005
nrrENnor, Dean Hunkele
PHONE#
RE: The Landing at Lewis Creek Estates
Sewer Permit Application
WE ARE SENDING YOU Z Attached [:1 Under separate covervia
❑ Shop Drawings Z Permit Application Z Fee Check Z Plans
❑ Copy of Letter Ej Change order ❑Diskette Z Other
the following items:
Z Specifications
COPIES
DESCRIPTION
2
1original, 1 copy of Fast -Track Application
1
8.5"X11" Color USGS Map & Street Level Map
1
$48o Review Fee Check
1
CFPUA Flow Acceptance Letter
1
CFPUA Sewer Specifications
1
FTS E Form
THESE ARE TRANSMITTED as checked below:
Z For approval ❑ Approved as submitted El Resubmit
❑ For your use El Approved as noted E]Submit
As requested El Returned for corrections ❑ Return
❑ For review and comment ❑
El i
FOR BIDS DUE D PRINTS RETURNED AFTER LOAN TO US
REMARKS:
i
i
COPY T0: R le SIGNED:
•rnL t�vn y!' ..az y. y
i U ril 0 6
-:�Ga� •� •,. .����
/f enclosures are not as noted kindly notify us at once. �.
copies for approval
copies for distribution
corrected prints

State of North Carolina
F1ADepartment of Environmental Quality
A1 R 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 G�_ GO 66 (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 (CFPUA) (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation D General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal Other
3. Signature authority's name: Matthew Tribett, PE per 15A NCAC 02T .0106(b)
Title: Engineering Manager
4. Applicant's mailing address: 235 Government Center Drive
City: Wilminion State: NC Zip: 28403-'
5. Applicant's contact information: f
t%.
Phone number: [phone] Email Address: Matthew.Tribettgcfpua.org JU
� N
Y
II. PROJECT INFORMATION:°
E.
1. Project name: The Landinor at Lewis Creek Estates
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. l ° Longitude: -77. " .fT
5. Parcel ID (if applicable): R04300-008-012-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Garry S. Pape, PE License Number: 031315
Firm: G SP Consulting, PLLC.
Mailing address: 6626-C Gordon Road
City: Wilmington State: NC Zip: 28411-
Phone number: 910) 442-7870 Email Address: gpape(q_),gsp-consulting.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: James A. Loughlin. Wastewater Treatment Plant Permit Number: 0023965
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: 24 inch
System Wide Collection System Permit Number(s) (if ap_plicable): WQCS
Owner Name(s): Cape Fear Public Utility Authority (CFPUA)
FORM: FTA 04-16 Page 1 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 ❑N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
E]Yes [—]No ❑N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agueement FORM: HOA) been attached?
❑ Yes []No ❑N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) El Car Wash
❑ Residential Leased ❑ Retail with food preparation/service El Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities El Swimming Pool /Clubhouse
❑ Food and drink facilities El 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 .0103(20))
Is there a Pretreatment Program in. effect? ❑ Yes El No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? El Yes El No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project: -�r n � p 7.4�per• 1 � tu�v r e AA9J; 4* C,2P 4; O tr•
�
Establishment Type (see 02T.0114(f))
Daily Design Flow a'b
No. of Units
Flow
a a a
1 & 2 Bedroom Apartments
240 gal/unit
66
155840 GPD
gal
GPD
gal/
GPD
gal/
GPD
gal/
1,S 4WD GPD
Total
GPD
ic
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. 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: 98,640 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):
1. Summarize gravity sewer to be permitted:,
Size (inches) Length (feet) Material
8 85640 C900
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 pennitted (for this Pump Station):
Size (inches) I Length (feet) I 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
i
❑ 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)):
l . Does the project comply with all separations found in 15A NCAC 02T .0305(f) & ® Yes ❑ No
15A NCAC 02T_0305ff1 enntain.q minirmim gPnaratinnQ that -,hall hP nmvirlPrl fnr czpwpr cvctPmc-
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
1.0 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.030contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ 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 D 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? Z Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 1.5A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or E]Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & B uffer , Permitting, Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (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.
❑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 Criteri gof P
and Force Mains (latest version}, and the Gravi , Sewer Minimum Desa ig � amp Stations
a (latest version) as applicable?
E Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14 and supporting
for review. A royal of the request is re wired rior ) pP � documents
N to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
G as r.I, P,
< r �e�
sionaf En
's name from Application Item 1II.1.)
attest that this application for
has been reviewed by me and is accurate, complete and. consistent with the information supplied in the plans, s
engineering .calculations, and all other supportingdocumentation to the b pp p � specifications,
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
Minimum Design Criteria for Gravity Sewers (latest version and the pp regulations, avity Sewer
}, Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed '
portions of this submittal package, inclusion of these materials under m si y ped certain
y gnature 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
statement, representation, or certification in any application package shall be g y any false
P P a 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. I
,.......... ........... .......................%
North Carolina Professional Engineer's seal, signature, and da • l
SEAL
031315 a --
Owl
4 a m
I l� �r ' � �'�titi
.................................. . '.......
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I F
' ' ; P. t ".."'� r..,
' -A 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
this application are not completed and that if all required supporting documentation q n-ed parts of
q pp b mentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from
discharge system to surface waters or the land will result in an immediate g n this non -
discharge action that may include civil"penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of ' Water Resources
condition of this permit be violated. I also understand that if all required c s should a
q parts of this application package are not completed
and that if all required supporting information and attachments are not included this application
pp on package w111 be returned to
me as incomplete.
NOTE — In accordance" with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes
statement, representation, or certification in any application package shall be b Y any false
pp p g guilty of a Class 2 misdemeanor, which may
include a fine Qt to exceed $10,000 as well as civil penalties up to $25,000 per violation.
0
Signature:
Date: l
FORM: FTA 04-16
Page 5 of 5

State of North Carolina
Department of Environmental Quality
-
n ,
Division of Water Resources
lf�atC4. Reso
..es
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: McAdams Homes, LLC
Project Name for which flow is being requested: The Landing at Lewis Creek Estates
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
Allflowsare inMGD
c. WWTP facility's permitted flow 16.000
d. Estimated obligated flow not yet tributary to the WWTP 2.534
e. WWTP facility's actual avg. flow 10..661
f. Total flow for this specific request 0.015 840.
g. Total actual and obligated flows to the facility 13.210
h. Percent of permitted flow used 82.6%
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
Average Daily
Approx.
Not Yet
Total Current
Station
Firm
Flow**
Current Avg.
Tributary
Flow Plus
(Name or
Capacity, *
(Firm / p f),
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD
MGD
MGD
MGD
Flow
Capacity***
89
11.444
4.577
4.493
1.253
5.745
-1.168
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 peaking
factor (pf) not less than 2.5.
*** 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 04-16

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
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 indicates acceptance of this wastewater flow.
Signing Official Signature Date
Page 2 of 6
FTSE 04-16

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
22% total flow. % and 1.253 MGD of the Available Capacity (E) in Pump Station
89 ;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
Smith Creek PS Upgrade is in design or under construction with
planned completion in 2nd quarter 2018 ; and/or
d. The following applies:
A second funded capital. project, namely the Blue Clay Road Force Main, will also provide
additional capacity at Pump Station 89 by diverting existing flow that is currently tributary
to Pump Station 89 directly to Northside. Wastewater Treatment Plant.
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.
Signing Official Signature
bate
Page 3 of 6
FTSE 04-16

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