WQ0040728_Application (FTSE)_20190425

Central Files: APS SWP
3/21 /2019
Permit Nurnher W00040728
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 SWRulle
Permitted Flaw
Facility
Facility Flame
Terraces Subdivision
Location Address
Owner
Owner' Name
Town of Surf City
1.
Major/Minor Region
Minor Wilmington
County
Pender
Facility Contact Affiliation
Owner Type
Government Municipal
Owner Affiliation*
Ashley Loftis
PO Box 2475
Dates/Events
Surf City
NC 28445247
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective
Expiration
3/20/2019
Regulated Activities
Requested /Received Events
Additional information requested
Additional information received

ARAMOUNTE
E N C3 I N a E= FZ I N GI N C.
122 CINEMA DRIVE
W I L M I N G TO N 3, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7 ( 0 ) 9 1 0- 7 9 1- 6? 6 0 F
L E T T E R 0 F T R A IV .9 M T T T A 1,
NCDEQ
Date.
.13/20/19
127 N. Cardinal Drive
Wilmington, NC 28405
Re
ree
-Sewer
[phone]
Fast Track
Dean Hunkele
I t e.'ct I No
17222.PE
sending: Z Originals
E Prints
❑ Shop Drawings
❑ Calculations
f Wel.are
fo:�no vinJtems:l R Correspondence
I
E] Plans
F] Specifications
❑ Other as listed below
rrhe
Q uantity
Date
Dvvg. No.
oL
D sc 1pfin.
e
2
Fast Track Sewer Permit FTA 04-16
2
Flow Tracking/Acceptance Sewer Extension Application FTSE 04-16
1
Sanitary Sewer Narrative including vicinity map and USGS Map
1
$480 check
I
Issu,e Status: ® For Approval F] As Requested El Construction El Bid
❑ or Your Use Z For Review and Comment ❑ Approved as Noted M See Remarks
�kctlo,n Waken: F-1 No Exceptions Taken M Make Corrections Noted ❑ Amend & Resubmit
F1 Rejected - See Remarks F-1 Approved as Submitted [I Other
Fast Track Sewer Submittal Terraces
Cc:
Signed:
Tim Clinkscales, PE, PLS
RK E CE "0"41 #` Ec B /7, ,,r, C.-S E R /
MAR 9,0 2019
Water Quak-,."y Re-a.r,'lonal
Wil

State of North Carolina
Department of Environmental Quality
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: W6W4"O(or lag' (to be completed by DwR)
All items be completed or the amlication will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Surf City (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County Z Municipal ❑ Other
3. Signature authority's name: Ashley Lo - is per 15A. NCAC 02T .0106(b�
Title: Town Manager
4. Applicant's mailing address: 214 N. New River Drive, PO Box 2475
City: Surf City State: NC Zip: 28445-
5. Applicant's contact information:
Phone number: [phone] Email Address: aloftis c�,townofsurfcitv.com
11. PROJECT INFORMATION:
1. Project name: Terraces
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
13, County where project is located: Pender
4. Approximate Coordinates (Decimal Degrees): Latitu e: 34.27° ongitude:-77.6083'
5. Parcel ID (if applicable): 4215-87-9642
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Tim Clinkscales License Number: 028847
Finn: Paramounte Engineering. Inc.
Mailing address: 122 Cinema Drive
City: Wilmington State: NC Zip: 28403-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Surf City WWTF High -Rate Infiltration and Wastewater Irrigation S, sY tem
Permit Number: WQ0000795
Owner Name: Town of Surf Ciiv
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0037535 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00278
Owner Name(s): Town of Surf City
FORM: FTA 04-16 Page l 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 NN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
�. If the Applicant is a Home/Property Owners' Association. has an Operational Agreement FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
21 Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care El Medical / dental / veterinary facilities ❑ 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. Hasa flow reduction been approved under 15A NCAC 02T .01? ❑ Yes ® No
If ves, provide a cove of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114M)
Daily ]Design Flow 1,b
No. of Units
Flow
Single Family Residential
360 gal/lot
76
27,360 GPD
Clubouse
5 gal/seat
100
500 GPD
Pool
10 gal/person
50
500 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
281360 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: 28.360 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

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) & (.,)
1w- 15 A Nr A C O"?T 0,05(f) rnntninq minimum Senarstinnq that �qhsll he nrnvided fnr newer .qvgtem.q-
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 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 offeet or more vertical height
10 feet
.2
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
3 6 inches
15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
Stream classifications can be identified using the Division's NC Surface water Classifications webpage
If noncompliance with 02T.0305(f) or (a), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Z Yes ❑ No
r See the Division's draft separation requirements for situations where separation cannot be meet
Y No variance is required if the alternative design criteria specified is utilized in design and construction
y As built documents should reference the location of areas effected
'IN J. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02 B .0200? Z Yes El 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)?
► s - ■CEO
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.
E]Yes Z No
r 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 Gravitv 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. Approval of the request ls,re_ qu_ d prior to submittal of the Fast Track Application and_mporting_documents.
2. Professional Engineer's Ce canon: l
I � ('mot
(Professional Engineer's name from Application Item 111.1.)
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 $10,000, as well as civil penalties up to $25,000 per violation.
North. Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, DWG MC,0L
J(Signatdre Authority's name & ti-
from Application Item I.3.)
........................................................................................ :
ir�,y1�2St�ttS!liiEl��f1{t�stt
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........................................................................................
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 143-2I5.6B, 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: '
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
vs� Department of Environmental Quality
� � � Division of Water Resources
�� �//� �� �Rt
� �,� Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Surf City
Project Name for which flow is being requested: Terraces
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: Surf City WWTF High -Rate Infiltration and Wastewater
Irrigation System
b. WWTP Facility Permit #: WQ0000795
All f lows are in MGD
c. WWTP facility's permitted flow 1.1
d. Estimated obligated flow not yet tributary to the WWTP 0.232123
e. WWTP facility's actual avg. flow 0.717
f. Total flow for this specific request 0.02836
g. Total actual and obligated flows to the facility .949123
h. Percent of permitted flow used 86.23 %
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*
44R _1612R 0_0234 _0144 _009 _0234 .13788
* 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): Arbors Lift Station
Downstream Permit Number: WQ0037535
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Ashley Loftis 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 S'�-gnaturel Date
Page 2 of 6
FTS 04-16

TERRACES
TOWN OF SURF CITY
SANITARY SEWER DESIGN NARRATIVE
Prepared for:
TERRACES DEVELOPMENT., LLC
7923 REUNION ROAD
WILMINGTON NC 28411
Prepared by:
PARAMOUNTE
N G I N E a FR, I N C I N C::
122 Cinema Drive
Wilmington, NC 28403
0
Project #17222.PE
CAI�
0
(CC A
March 2010
WA
..GIN
't 0 " , I *
G

PROTECT NARRATIVE
Terraces Development, LLC is proposing a 76 lot subdivision along with clubhouse and pool
adjacent to the Arbors neighborhood in Surf City. The project will be served by constructing gravity
sewer on our site to tie into existing manholes inside the Arbors for 70 of the 76 lots. For 6 of the
lots, a private pump station will be constructed. These lots will be served by gravity to the station
and force main to an existing manhole at the Arbors. The forcemain and collection line will be
owned and maintained by the Town of Surf City. All flow will go the existing pump station at the
Arbors and continue in the Town of Surf City collection system. The flow for the project will be
281)360 GPD as provided. The length of line is as follows: 3965 LF of 8-inch gravity and 360 LF of
2-inch forcemain.