WQ0040092_Application (FTSE)_20180807

Central Files: APS SWP =
6/20/2018 =
Permit Number WQ0040092
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
,o, _ Individual
Primary Reviewer
Permit Contact Affiliation
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
The Cove at Kure Beach
Location Address
Owner
Owner Name
Town of Kure Beach
Dates/Events
Major/Minor Region
Minor Wilmington
County
New Hanover
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Emilie ' Swearingen
117 Settlers Ln
Kure Beach
NC 28449
Public Notice Issue Effective Expiration
Requested /Received Events
Additional information requested
Ad.diti.onal..informat.ion.. rer_. .....

STROUD ENGINEERING, PA
Wilmington, NC 28403
(910) 815~0775
VVEARE SENDING YOU
�
O Shop drawings
El Copy of letter
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O Attached O Under separate cover via
O Prints O Plans
El Change order El
FUAUUI-�n /�\�� v�'u-
DATE 1Z,
JOB NO.
ATTENTION
the following items:
O Samples O Specifications
COPIES
DATE
NO.
DESCRIPTION
mi
THESE ARE TRANSMITTED aschecked below:
O For approval
O For your use
O As requested
U For review and comment
O FOR BIDS DUE
REMARKS
O Approved aosubmitted
O Approved as noted
O Returned for corrections
O Resubmit ______copies for approval
O Submit _______copies for distribution
O Return _______corrected prints
O PRINTS RETURNED AFTER LOAN TDU8
SIGNED:
Ifenclosures are not mmnoted, kindly notify umat once. '

S� STROUD ENGINEERING, P. A.
CONSULTING ENGINEERS
102D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
WWW.STROUDENGINEER.COM
LICENSE NO. C-0547
June 20, 2018
NC DEQ
Division of Water Resources
Attn: Mr. Dean Hunkele
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Sewer Main Extension
The Cove at Kure Beach Townhome Subdivision
858 Fort Fisher Boulevard South
Mr. Hunkele:
Please find the attached plans for extending sewer mains to provide service to the proposed 21
unit townhome subdivision located within the Town of Kure Beach in New Hanover County.
This project will have an average daily sewer flow of 7,960 GPD.
All lots are to be afforded gravity sewer services as well as public water. We are proposing to
construct a total of 5401f of 8" public gravity sewer main.
Thank you for your attention to this matter. Please let me know what additional information you
will need to process this request. Do not hesitate to contact me with any questions or concerns.
Respectfully,
David L. Menius, P.E.
Stroud Engineering, PA
107B COMMERCE STREET 102D CINEMA DRIVE 3302C BRIDGES STREET
GREENVILLE, NORTH CAROLINA 27858 WILMINGTON, NORTH CAROLINA 28403 MOREHEAD CITY, NORTH CAROLINA 28557
252.756.9352 910.815.0775 252.247.7479

Project: PW-1332
Engineer: DLM
Date: 5/31/2018
The Cove at Kure Beach --Project Narrative
The 1.49 acre site is located at 858 Fort Fisher Boulevard South in Kure Beach, NC. The site is zoned RB-
1. Adjoining properties to the North are zoned RB-1. Adjoining properties to the South and East are
zoned RA-1A. The adjoining property to the south of the project between Fort Fisher Boulevard and
General Whiting Boulevard consists of a parcel occupied by the Town of Kure Beach Pump Station #4
and a 30 foot wide utility easement. The site is bounded to the west by the Sunny Point buffer zone. A
total of 21 townhome units in a mix of duplex and triplex structures are proposed as a Planned
Residential Development in accordance with Article VI of the Town of Kure Beach Code of Ordinances.
The proposed usage is consistent with the underlying zoning. All required site improvements will be
completed during the initial phase of construction.
The site is currently occupied by a convenience store, a single family residence, and two accessory
structures which are all to be removed along with appurtenant driveways and utilities. Existing trees
onsite have been located and are to be retained to the greatest extent practicable. The topography of
the site slopes generally from west to east, towards Fort Fisher Boulevard. The existing drainage onsite
consists of overland flow which is collected by a drop inlet in the shoulder of Fort Fisher Boulevard and
conveyed south alongside this roadway via pipes to an ocean outfall located between 945 and 951 Fort
Fisher Boulevard.
The primary entrance is proposed along the Fort Fisher Boulevard frontage with a secondary entrance at
the present terminus of General Whiting Boulevard. The paved private drive aisles internal to the
project will be 20" wide to permit two way traffic as well fire apparatus. No public or private roadways
are proposed.
Town of Kure Beach water and sewer mains will be extended into the project to provide utility service.
These public main extensions will be installed within proposed public utility easements. The existing
water mains are located in the opposite shoulder of Fort Fisher Boulevard as well as the east shoulder of
General Whiting Boulevard. These two segments will be connected with a 6" loop to allow for the
installation of a hydrant internal to the project and improve water flow and quality on the General
Whiting Boulevard dead end. Existing sewer mains are located in the near shoulder of Fort Fisher
Boulevard as well as in the utility easement that bounds the south side of the site. The anticipated
water usage and sewer flow of the proposed townhomes is 8,800 and 7,960 gallons per day,
respectively.
Stormwater runoff will be collected and treated in infiltration trenches located within the private
driveways. Storm events in excess of the design storm will bypass the infiltration system be conveyed to
the existing collection system in Fort Fisher Boulevard. Approximately 18,000 sf of existing impervious
surfaces will be removed from the site, yielding a net increase of approximately 28,000 sf, or 41%.
Means to control offsite sedimentation during construction are proposed. These will include gravel
construction entrances at both driveways, a perimeter silt fence, and hardware cloth and gravel inlet
protection.

State of North Carolina
Department of Environmental Quality
Division of Water Resources
r 15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
/ Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: G: G Q q06 qeO- (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Kure Beach (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
El Federal ❑ State/County E Municipal ❑ Other
3. Signature authority's name: Henry E. Beeker, Jr. per 15A NCAC 02T .0106(b)
Title: Director of Public Works
4. Applicant's mailing address: 117 Settlers Lane
City: Kure Beach State: NC Zip: 28449-
5. Applicant's contact information:
Phone number: [phone] Email Address: s.beekerAtokb.org
II. PROJECT INFORMATION:
1. Project name: The Cove at Kure Beach
2. Application/Project status: Z 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: 33.9862' Longitude:-77.9107'
5. Parcel ID (if applicable): R09409-001-004-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: David L. Menius License Number: 35677
Firm: Stroud Engineering, P.A.
Mailing address: 102 D Cinema Drive
City: Wilmin tg�on State: NC Zip: 28403-
Phone number: [phone] Email Address: lmeniusgstroudengineer.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Kure Beach WWTP Permit Number: NCO025763
Owner Name: Town of Kure Beach
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Town of Kure Beach
�3f ` !'N
W
AIN
X
FORM: FTA 04-16
Page 1 of 5

V1.
GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[:]Yes ❑No E]N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: Dbeen attached?
El Yes �No EN/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
El Yes FINo EN/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 ❑Hotel and/or Motels
❑ School /preschool /day care ❑Medical /dental /veterinary facilities E 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 .0103(20�)
�Is there a Pretreatment Program in effect? ❑Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(fl? ❑Yes E 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 a,b
No. of Units
Flow
3 bedroom residence
360 gal/day
21
79560 GPD
600 sf pool w/ 40 bathers per day
10 gal/day
40
400 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
7,960 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.0114] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 7,960 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
8 540 PVC
➢ 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: 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 .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
❑ 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(f) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
E Yes ❑ No
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 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(g) contains alternatives where separations in 02T.0305(fl 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 [:] No
➢ 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 all setbacks found in the river basin rules per 15A NCAC 02B .0200? Yes [:] No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? E Yes ❑ 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 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)?
Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), 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
➢ 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 Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
0 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 supportinLy
documents_
2. Professional Engineer's Certification:
I D g v i d elf AI," L4. attest that this app lication 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 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. 11 I .l I.� !
..............`���� ..................... ..............................,
North Carolina Professional Engineers seal, signature, and date.
toy ow
_ vow
•+L SEAL .�
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rr" •36677
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3. Applicant's Certification per 15A NCAC 02T .0106 b :
I C. 34*-a 4 3-
er. eo 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 143-215.6A 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: � Date: yP--lq
FORM: FTA 04-16 Page 5 of 5

r r 4 State of North Carolina
Department of Environmen
tal Quality
`^ f Division of Water Resources
y�# ]flow Tracking/Acceptance for Sewer Extension Applications pp ons
(FTSE 04-16)
Entity Requesting Allocation: Town of Kure Beach
Pro ect Name for which flow is being requested: The Cove
q at Kure Beach
More than one FTSE may be required for a single project if the owner o the 9VTP is
stations alongthe route o the r f not responsible for all pump
f proposed wastewater flow.
I. Complete this section onlyif
you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Kure Beach WWTP
b. WWTP Facility Permit #: NCO025763
All flows are in MGD
c. WWTP facility's permitted flow Z$5
d. Estimated obligated flow not yet tributaryto the WWTP
0
e. WWTP facility's actual avg. flow
/50
f. Total flow for this specific request
0.007960
g. Total actual and obligated flows to the facility . / S8
h. Percent of permitted flow used
II. Complete this section for each pump station ons' you are responsible p able for along the route of this
proposed wastewater flow.
List pump stations located between the project connection •
p J point and the WWTP:
(A)
Design
(B)
(C)
(D)— B+C
E = A-
Pump
Station
Firm
Average Daily
*
Approx.
Obligated,
Not Yet
Total Current
(Name or
(N
Capacity, *
Flow*
(Firm / p f),
�
Current Avg.
Daily Flow,
Tributary
Dail Flow,
Y
Flow Plus
Obligated
gate d
Available
Number)
MGD
MGD
MGD
MGD
Flow
Capacity*
*1
E V' 6
♦ O q& I(
i V
t v 0 79
/
ff
©v-? y
x 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.
x,.; Design Average Daily Plow is the firm capacity of the um station divide '
factor (pt) not less than 2.5.
pump d by a pealing
x x x A Planning Assessment Addendum shall be attached for each pump p station located
between the project connection point and the WWTP where the Available Capacity<
is _ Q.
Downstream Facility Name (Sewer): _ �U,r�. ,�� j,�'w.7P
Downstream Permit Number: AIC OoZ 5 76 3
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Pe,.y 6. gpeke1", 57r. certify to the best of my knowledge that the addition of
the vol me 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.
r',
Signing Officig Signature
De
Page 2 of 6
FTSE 04-16

MENT AND NATURAL. RESOURCES �U �
F LAND RESOURCES
IA GEOLOGICAL SURVEY 7.5
52 Srirw

(37oogle MapS 33059'1 0.3"N 77054'38.5"w
Map data @2018 Google 100 ft
6/20/2018