WQ0040495_Application (FTSE)_20190107

Central Files- APS SWP.l
12/4/20.18
Permit Number WQ0040495
Permit Tracking Slip
Program Category
Status Project Type
Non -discharge
In review New Project
Permit Type
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
A Individual
Primary Reviewer
Permit Contact Affiliation
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Contact Affiliation
Owner
Owner Name Owner Type
Town of Ocean Isle Beach
Government - Municipal
Owner Affiliation
Debbie S. Smith
3 VV Third St
Dates/Events
Ocean Isle Beach NC 28469
Scheduled
Orig Issue A.pp Received Draft Initiated
Issuance Public Notice Issue Effective Expiration
.12/3/2018
R.egullated Activities
Requested /Received Events
Additional information requested
4,

i State of North Carolina
Department of Environmental Quality
WR
Division of Water .Resources
15A NCAC 02T .0300 -- FAST TRACK. SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Applic tin Number: tto be completed
by DW
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Ocean Isle Beach (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership EJ Privately -Owned Public Utility
❑ Federal ❑ State/County Municipal ❑ Other
3. Signature authority's name: Debbie S Smith per 15A NCAC 02T .0.10
Title: Ntayor;.I
(�� Y1 h>Ls t k j
'L 6;f`r
it wyr, rvji7 " y
4. Applicant's marlin address: Three west Third Street:�.�ec.�
l
City: Ocean Isle.Beach State: NC Zip: 28469-Zola
s `�
:,
,.
5. Applicant's contact information: t 1
v
Phone number: 910) 579-3469 Email Address;
H. PROJECT INFORMATION:
1. Project name: Saltwater Palms
2. Application/Pro*ect status: Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQOC and issued date:
If new construction but part of a master plan, provide the existing permit number: WQOo^____
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 33.9051 Longitude: -7 437'
5. Parcel ID (if applicable). 243ECOOI
(or Parcel ID to closest downstream sewer)
M. CONSULTANT INFORMATION:
1. Professional Engineer: Tim Clinkscales License Number: 02�8847
Firm: Paramoun�te Engineering Inc.
Mailing address: 122 Cinema. Drive
City: Wilmington State: NC Zip: 288403-
Phone number: 91 O 191-6707 Email Address: teliinkscales�'7a�,paramounte-end com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Q '� �1 Q Permit Number: WOO 0 COW 6d.��
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Pennit Number(s): WQ0039315 Downstream. (Receiving) Sewer Size: 8 inch
System Wide Collection System Perini Nub rLs, (if applicable): WQCS______
Owner Narne(s):
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 CgNo ❑N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational A� reement(FORM: DEy) been attached?
El Yes. 0No NN/A
3. If the Applicant is a Home/Pro a Owners' Association. has an Operational Agreement FORM: HOA been attached?
[]Yes ❑No NN/A
4. Origin of wastewater: (check all that apply).
Z Residential Owned El Retail (stores, centers, malls) 0 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 Q 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 ❑ No
6. Hasa flow reduction been approved under 15A. NCAC 02T 41.1�? [:]Yes ZNo
Ifs , provide a copy �of flow reduction aproval letter
7. Summarize wastewater. generated by project:
Establishment Type (see 02''.0114{�})
Daily Design Flow 11b
No. of Units
Flow
Single Family Residential
360 gal/day
66
231760 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
23,760 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. 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: 23,760 GPD (per 1.5A 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.
❑ Rehabilitationor replacement. of existing sewer with no newflow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 42T .0305 & MIIC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8-inch
11940
PVC C900
8-inch
100
DIP
➢ Section H & III of the M.DC for Permitting of Gravity Sewers contains information related to design criteria
Section, IlI contains information related to minimum slopes for gravity sewer(s)
➢ aversizing lines to meet minimum slope requirement is not allowed and a violation of the AMC
' III. PUMP STATION DESIGN CRITERIA (If Applicable) -- 02T .0305 & i C Tnmb Stations/Force Mains):
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 (firth 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
b. Power reliability in accordance with 15ANCAC 02T .0305(h)(11:
❑ 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
➢ Most 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 & 15ANCAC 02T .0305(f)).
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & Ucr Yes ❑ No
D1 SA T�Tf'AC' Fl7T Cl�nSffl rnntair�c mir�imam c�naratinnc that cha�� hP nrnvir�ed fnr �PwPr fiv��ems'
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 im ounded 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
An swimmin Dols
10 feet
Final earth Eade vertical
36 inches
,15A NCAC 02T.03contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ * * Stream classifications can be identified using the Division's ETC Surface water Classifications webinee
➢ 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) jZ 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 gj 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 &Buer Permittine Branch
5. Does project comply with 15_A NCAC 02�.0105(�(6} (additional permits/certifications)? Yes [] No
Per 15A NCAC 02T.0105(c b), 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 [D No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial Tine, 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. CERTIFICATICiNS:
l . Does the submitted system comply with 15A NCAC 02T, the Minimurn Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version, and the Gravity Sewer Minimum Design Criteria ,latest versions as applicable?
,Z Yes ❑ No
If No complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Alavroval of the reguest is re wired Rrior to submittal of the Past Track ABRlication and supRorting documents.
2. Professional
IV
jeer's Certification:
(Professional Engineer's name from Application Item III.1.)
attest 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 S 10,000, as well as civil penalties up to 525,000 per violation.
..................:....... ...........................................................
Forth Carolina Professional Engineer's seal, signature, and date:N too
,,..�� •' "` `'„�l,,,,f
CA
,Av,.r� A
1.
+:! I V 0 p a
a
SEAL
... � e • Ppq .i
r O 8 �{) f
• f��' e
.. 0. v yr, a ayt
<�0 Gav'N 'bSee*\
i...................:s�. ....! .!rr.. ..4ti��! ....`,........................
3. Applicant's Certtion per 15A NCAM02T 60106(b):
I,
(Signature Authority's/ name & title from Application Item I.3.)
attest that this application for
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 S 1 0,000 as well as civil penalties up to 525,000 per violation.
Sian
Date:
FORM: FTA 04-16 Page 5 of 5

. State of North Carolina
Department of Environmental Quality
Division of water Resources
`low Tracking for Sewer Extension Applications
(FTSE l 0M l 8)
Entity Requesting Allocation: To-vNjn of ocean Isle Beach
Project Name for which flow is being requested:
Salt water Pals
Aforeflian one FTSE ntay be required for u single project if the owner of the WWTPi,s,tialrespaiivibleforallputiip
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 Marne: OCEAN ISLE BEACH WWTP
b. WWTP Facility Permit #: wQ 0006085
A11 flows are in MGD
c. WWTP facility's permitted flow 1.050
d. Estimated obligated flaw not yet tributary to the WWTP 0.634
e. WWTP facility's actual avg. flow 0.346
f Total flow for this specific request 0.02376
g, Total actual and obligated flogs to the facility 1.00
h. Percent of permitted flow used 95.5%
ll. 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 Dale Flow"
Current
Tributary
Flow plus
(Name or permit
Capacity, (Fig / pf),
Avg. Daily
Daily .Flow,
obligated Avallabl.e
Number) No,
MGD MGD
Flow, MGD
MGD
Flow Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maxi'um pumped flow
that can be achieved with the largest pump taken out of service,
Design .Average Daily Flow is the firin 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 Punning Assessment Addendum sham be attached for each pinup station located
bet-ween the project connection point and the WWTP where the Available Capacity is < 0*
Downstream Facility Nate (Sewer):
Downstream. Permit Number:
Page l of 6
i � 3

III. Certification Statement:
l Wm. L. Pinnix, P.E. 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. If 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.
Signing Dfficial Signature 1 � � Date
vA I
Title of Signing Official
Page 2 of 6

State of North Carolina
% y i
Department of Environmental Quality
`� ` .:•:: ;�`�`Ltf Division of Water Resources
I.,_'Zr of Water e �z . u rc r Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Ocean Isle Beach
Project Name for which flow is being requested:. Salt water Palms
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: Ocean Isle each WTTP
b. WWTP Facility Pit #: wQ00061 085
are in MGD
.05
' 26
.322
0.023 76.
.9846
93.7
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the
e. NMTP facility's actual avg. flow
f, Total flow for this specific request
g. Total actual and obligated flows to the. fzility
h. Percent of permitted flow used
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 / pD,
Daily Flow,
Daily Flow,
Obligated
Available
Number) MGD MGD
MGD
MGD
Flow
Capacity***
M--5 0.154 0.0616
.008
0.01088
.0186
.043
N-1 .504 0288
.014
0
.014
.274
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 (pl) not less than 2.5.
* A Planning Assessment Addendum shall be attached for each pump station located
between the J
ro'ect connection point and the M fP where the Available Capacity is < 0.
P
Downstream Facility Name (Sewer): Town of Ocean Isle Beach
Downstream. Permit Number: WQCS00277
Page l of 6
FTSE 04-16

III. Certification Statement:
I Debbie Smith(Myor)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
receivingwastewater treatment facility and that the flow from this project is not anticipated to
y
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
p p •
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.
p p g
Signature of this form indicates acceptaRce of this wastewater flow.
'Y'a-zq k
Signi g Official Signature Date
Page 2 of 6
FTSE 04-16

Goc)gle MapS33°54'08.9"N 78026'12.4"W
Map data ©2018 Goo.gle 200 ft 11
12/4/2018

Hunkele, Dean
From: Tim Clinkscales <[e-mail]>
Sent: Monday, December 3, 2018 5:18 PM
To: Hunkele, Dean
Cc: '[e-mail]'
Subject: [External] RE: Salt Water Palms sewer app
Attachments: doc02994420181203182333.pdf
Dean
Here is the FTSE from the county
Thanks
Tim Clinkscales PE, PLS
PARAMOU NTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: (910) 5 20-1991
FAX: [phone]
www.paramounte-eng.com
From: Hunkele, Dean <[e-mail]>
Sent: Friday, November 16, 2018 9:14 AM
To: Tim Clinkscales <[e-mail]>
Cc: Bill Pinnix<wiIIiam.pin [e-mail]>; '[e-mail]' <[e-mail]>;
[e-mail]
Subject: Salt Water Palms sewer app
Importance: High
I need a FTSE from the County for the plant.
The package should have two: 1 for plant whereby the Town is requesting the allocation from the County with Section I
completed and if any pump stations then Section II as well and signed by County; the other from the Town listing the
pump stations and downstream permit which should be WQ0039315 per the narrative and giving the allocation to OIB
Development.
Need to do a better job putting these packages together and completing the application from both the applicant and
consulting firm as I don't have time to deal with these trivial items in order to accept it which is not being done at this
time. Plus both parties are attesting that it is accurate which it is clearly not. The application also fails to have the
WWTF info and has a permit number that is garbage.
Dean Hunkele
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
1

J-% r• P10 7Cf A 1\t Q Ali T 'T'' 'T' A T .
To:
ILA r- i .L l,i li-
NCDE!2
Date
10/31/18
127 N. Cardinal Drive
wilmin on, NC 28405
Re:
Salt water Palms
910) 796-7215
Fast Track Sewer
-Attic:
Dean Hunkele
Pro`ect No.
18287.PE
e are sendin : Z Originals
Z Prints
❑ Shop Drawings
❑ Calculations
he followin items: ❑ Correspondence
❑ Plans
Q Specifications
tither as listed below
uanti
Date
Dwg. No.
Description
2
Fast Track Sewer Permit FTA 04-16
2
Flow Tracking/Acceptance Sewer Extension .Application FTSE 04-16
1
Sanitary Sewer Narrative/USGS Map
1
Vicinity Map/Site Plan
1
$480 check
ssue. Status: For Approval ❑ As Requested ❑ Construction ❑ Bid
For Your Use Z For Review and Comment ❑ Approved as Noted ❑ See Remarks
Xc—t Taken: [] No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted El Other
Remarks:
Fast Track Sewer Submittal Salt water Palms
Cc:
Signed:
zox 61--, --
Tim Clinkscales, PE, PLS
P
H!"11, I MAI RN
Quality Regional
opera, -lone Section
%filming.ton Regional Ofioe

PROJECT NARRATIVE
OIB Development, LLC is proposing to construct 66 duplex units at the rear of the property
identified in permit WQ0039315 (Ocean Isle Market Shopping Center). The project will gravity feed
(2,040 LF of main) to the existing certified pump station on the Shopping Center parcel that is
owned and maintained by the Town of Ocean Isle Beach. In the design of the pump station, these
units were taken into account for full buildout. The total flow from this project is 23,760 gpd and
built in a single phase.