WQ0037031_Application (FTSE)_20190815

Central Files: APS — SWP
7/29/2019
Permit Number WQ0037031 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review Major modification
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal Sale
Permitted Now
33,840
Version Permit Classification
C Individual
Permit Contact Affiliation
Facility
Facility Name Major/Minor Region
Fortune Place Subdivision Sewer Minor Wilmington
County
New Hanover
Facility Contact Affiliation
ffirm
Owner Name Owner Type
Cape Fear Public Utility Authority Government - Municipal
Owner Affiliation
James R. Flechtner
PE
235 Government Center Dr
DatesiEvents Wilmington NC 28403
Scheduled
orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective
3/25/2014 7/26/2019
Regulated Activities Requested ;Received Events
Subdivision Additional information requested

TRIPP ENGINEERING9 P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone- [phone]- FAX: [phone]
Re: Fortune Place Subdivision
Permit No. WQ0037031 Mod
TE 13013
Dear Mr. Hunkele:
We are requesting a modification to existing permit No. WQ0037031 for the
Fortune Place project. This subdivision has previously been allocated flow for 38 lots in
phase I and 56 lots in phase 2 for a total of 33,840 GPD. We are requesting 1,000 GPD
of additional flow for the amenities center clubhouse. No additional lines are proposed.
Please find enclosed one (1) original and one (1) copy of the fast -track
application, flow tracking/acceptance form, and a check for the application fee. Please
review for approval and contact us with any questions, comments or if you need
additional information. Thank you.
wow

State of North Carolina
RDepartment of Environmental Quality Division ater Resources
DkIgan of Water Resources 15A NCAC 02T .0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA04-16 & SUPPORTING DOCUMENTATION
Application Number: (to be --pleted by DWR)
All items Est pl�t�d or tiny atla�tion rem e
L APPLICANT INFORMATION:
1. Applicant's name: ggge ubliq-Utility Authority (company, municipality, HOA, utility, etc.)
2. Applicant type: 0 Individual El Corporation General Partnership El Privately -Owned Public Utility
0 Federal El State/County Municipal Other
3. Signature authority's name: Ma—ttheve T dbqtt per
Title: Engineering Manager
4. Applicant's mailing address: 235 -9gverpment Centel Drive
City: wilmin,--,04 State: HC Zip: 28406-
5. Applicant's contact information:
Phone number (210 33_2-b560 Email Address: caret .vanderme-.4—t--)-rua car
-
H. PROJECT INFORMATION-
1. Project name: FqqqA��place Amegities,
2. Application/project status: 0 Proposed (New, Existing Permit/ reject
xi P
If a modification, provide the existing permit numberf, Q0037031 �i issued date: 10/27/2016
If new construction but part of a master plan, provide t'stirs permit number: WQOO
3- County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 14.L �4236,1 Longitude: -17,.,899869-
5. Parcel IID (if applicable): go7loo-003-017-000
(or Parcel ID to closest downstream sewer)
Ell. CONSULTANT INFORMATION:
Professional Engineer, BAIli . S� License Number: 17374
Firm: Tripp ipgipeerin�
Mailing address: 119 Chestqgt Street
City: ML11nLngL qp State: NC Zip: 28401-_
Phone number: (21-0) 16-3-51-00 Email Address:
rV. WASTEWATER TREATMENT FACILITY ('NWTF) INFORMATION.
1. Facility Name: Southside IATL Tp Permit Nutnber: NC OP239Z
Owner Name: 9a,,Le Fear Zubliq _Utilitv Auth
Va RECEIVING DOMrNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WI Q Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): Cp:ve Fear PpbliqUtilit,, Auth
orn
_
FORM: FTA 04-16
Page 1 of 5

I . If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attachelm
2. If the Applicant is a Developer of lots to he sold, has a been attached?
0 Yes No NNIA
3. If the Applicant is a �bccnattachcxl?
Residential Owned El Retail (stores, centers, malls) 0 Car Wash
Residential Leased [I Retail with food preparation/service El Hotel and/or Motels
School / preschool / day care [I Medical / dental / veterinary facilities [I Swimming Pool /Clubhouse
C1 Food and drink facilities 0 Church El Swimming Pool/Filter Backwash
El Businesses / offices / factories [I Nursing Home EJ Other (Explain in Attachment)
5. Nature of wastewater: LOO */a Domestic/Commercial _21. Commercial
—%Industrial(."_
Is there a Pretreatment Program in effect? [I Yes E] No
6. Has a flow reduction been approved under 1 NV, A C 021 4t Y ONO
> es
7. Summarize wastewater generated by project:
Establishment Type (see
Amamities Center
Daffy Design Flow,%b JNo. of Units i Flow
250 gal/plumbing fixture 4 1
11 !00—
gal/ GPD
gal/
GPD
gal/ GPD
gal/
GPD
gal/
GPD
T 1 �_ �,000GPD
otal
Qz caveats to wastewater do
See15A,NCM I 14i n
iw flow ratr
iW,
lkotilrh%; gmposoi unglown non-reside—nt-77evelopment 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 rental
as defined in S
b Per 15ANCAC 02T.0114(c), design flow rates for establishments not identified [in table
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. shall
8. Wastewater generated by project: 1_000 GPD (per
> Do not include future flows or previously permitted a, .hocations "I I
El 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
FORM: FTA 04-16
Page 2 of 5

1. Summarize gravity sewer to be permitteS
> Section 11 & M of the M. for Permitting of Gravity Sewers contains information related to design criteriq
> Section Ul contains information related to minimum slopes for gravity sewer(s)
> Oversizing Hoes to meet minimum slope requirement is not allowed and a violation of the MDC
VIM PUMP STATION DESIGN CRITERIA (If Applicable)
. . .... ..... ------- ----
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number orname. _
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - 0
3. Design flow of the pump station: _ minions gallons per day (f= 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):
6. Power reliability in accordance with
El Standby power source or pump with automatic activation and telemetry - 15A NC AC 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:
El Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
0 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
Rage of

M SETBACKS & SEPARATIONS — (02B.0200 & 15A NCAC 02T.0305(i)).-
1. Does the project comply with all separations found in
I I I e : 0 Yes El No
D, I 2-
contains alternatives where separations in: cannot be achieved.
> **Stream classifications can be identified using the Division's
> If noncompliance with - , , I :,, 1, -, see Section X of this application
V_ Does the project comply with separation requirements for wetlands? (50 feet of separation) NO
ir or situatns where separaticannbe et
> See the Division's draft separation requ ements f ioon ot me
0 Yes El
> 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 all setbacks found in the river rule basin s per Yes El No
> This would include Trout Buffered Streams per
4. Does the project comply With an individual 404 Permit or any 401 Certifications? &Yes El 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:,
5. Does project comply with 0 2
_1Q_,Jj) )(addition�dpermits/cerfifications)? ZYcs ONo
Per M-AC a ed environmental permits or certification applications are being prepared, have
0 directly rel t
been applied for, or have been "obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, storrawater management plans, etc.).
6- Does this project include any sewer collection lines that are deemed "high -priority?"
Per "high -priority sewer" means "any serial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
Odes 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 represe tative at least o e eve -m
inspections documented per 15A NCAC 02T.0403(a)(5) or the per 'tags n ne e rY sue® onths and
individual System -Wide Collection permit
FORM: FTA 04-16
601-MOM

X. CERTIFICATION&
Does the submitted system comply with 15A NQAC 021. the Minimum Design Criteria for the Permittin
mid Force Mains riateg ve
and &.e GM4°l_11,r —Se—w—,er Mimim Design Criteria i latest ver_ ­; as applicable?
0 'Yes El No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review,
io—cuments.
2. Professional Engineer's Certification:
I, attest that this application for
(Professional EngineWs name -ova Application Item Ill. EF'_
has beer, 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 Selver
Mininnum Design Criteria for Gravity Sewers (latest version,), and the Minimum Design Criteria for the Fast -Track
Pertnitting of Pump Stattions and Force Mains (latest version). Although other professiopals may have developed certain
portions of this submitiA- package, inclusion of these materials under my signature and sea] signifies that I have reviewed this
material and have judged it to be consistent wi&i the proposed desilln. '
NOTE — In accordance vft General Statutes 143-215,6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certif .ication in pray application package shall be guilty of a Class 2 misdemeanor, which way
include a fine not to exceed $1 0,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's geal, signature, and date.
NO!,
? el-
W47
ORAL I-C%
p ',q
3. Applicants Certification per 15A NCAC 02T ,0106(b):
Jeff Theberge, P.E., Engineering Manager
-_altest that this afica PPtion for
(Signature AUthority's narne & title Oom Applicatior Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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, an& -or criminal prosecution. I will make no claim against the Division of Water Resource's should a
condition of this peg it be violated. I also understand that if a!! required Part Of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be return'ed to
me as incomplete.
NOTE — In accordance with General Statutes L43-211 5.6A and 143-2-15.64, 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.
A
S iona,
Lure:
X
Date-
W��

State of North Carolina
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Hoosier Daddy LLC
Project Name for which flow is being requested: Fortune Place Amenities
More than one FTSEmay be requiredfor a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewaterflow,
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
e.
WWTP facility's permitted flow
11000
d.
Estimated obligated flow not yet tributary to the WWTP
1138
e.
WWTP facility's actual avg. flow
8.044
f,
Total flow for this specific request
0.001000
g.
Total actual and obligated flows to the facility
10.184
li.
Percent of permitted flow used
84. 11 9 11 %
11. 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***
76
N/A
5,616
2.246
1.025
0.5321,55
0.689
------ - - 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
(pl) 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): gape FcarPublic Utility Authority
Downstream Permit Number: Not Available
Page I of 6
FTSE 10-18

Ill. Certification Statement:
I Jiff Theberc, e, elµ I1� n . {1 r cc Lif t to the nest of my knowledge that the addition of
the volume of wastewater to be pen-nitied 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 tender 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 plies all attached planning assessment addendums for which l
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.
r.
Title cif Signing