WQ0042252_Application (FTSE)_20210202

Permit Number W00042252
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRuIe
Permitted Flow
Facility
Facility Name
Evolve Surf City Crossing Apartments Phase 2 Public Sewer
Location Address
Owner
Central Files: APS _ SWP _
1 /21 /2021
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Pender
Facility Contact Affiliation
Owner Name Owner Type
Town of Surf City Government - Municipal
Owner Affiliation
Kyle Breuer
PO Box 2475
Dates/Events Surf City
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue
12/21/2020

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PARAMOUNTE
E N G 1 N E E R I N G. 1 N C.
1 2 2 CINEMA DRIVE
W I L M I N G T O N, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
1. F. T T F. R n F T R A N S M I T T A L
To:
NCDEQ
Date
1 12/21/20
127 N. Cardinal Drive
Wilmington, NC 28405
Re:
Evolve Surf City Crossing Ph 2
910 796-7215
1
Fast Track Sewer
Attn:
Dean Hunkele
Project No.
I 18445.PE
e are sendin ® Originals
® Prints
❑ Shop Drawings
❑ Calculations
he following items: ❑ Correspondence
❑ Plans
❑ Specifications
❑ Other as listed below
Quantity
Date
Dwg. No.
Description
2
Fast Track Sewer Permit FTA 04-16 (Public)
2
Fast Track Sewer Permit FTA 04-16 (Private)
2
Flow Tracking/Acceptance Sewer Extension Application FTSE 04-16
1
Sanitary Sewer Narrative with USGS Map & Site Map
2
$480 checks (public & private)
saue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ® For Review and Comment ❑ Approved as Noted ❑ See Remarks
ction Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
Fast Track Sewer Submittal Evolve Surf City Crossing Ph 2
Cc: Signed: (/`- Z,/
Tim Clinkscales PE PLS

PROJECT NARRATIVE
The property served by this proposed sewer extension is located approximately 900 LF from the
intersection of Alston Boulevard and Hwy 210 behind the Harris Teeter Shopping Center and
before the Arbors residential subdivision. Evolve Companies is developing the 33.5 acre parcel into
336 apartments in 14 (24 unit) buildings along with a clubhouse and amenity facilities. The project
will be divided into 2 phases, with Alston Boulevard being the phase limits. The flow for Phase 1
will be 49,370 gpd and was previously permitted. Phase 2 will be 36,000 gpd. This flow will be
collected via a gravity sewer system and one building because of grade a private pump station.
For the permit, the gravity sewer for phase 2 will consist of both public and private lines, with 40 LF
of public 8" gravity, 650 LF of private 8" gravity, along with a 1/2 HP PS (25 gpm@12' TDH) as
shown in the attachments.
Lastly, the project contains gravity lines and manholes which are within 50' of wetlands. The plans
require and show pipe materials and testing to meet watermain standards and for manholes to be
fully lined with waterproof material and vacuum tested for these sections.

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources PTA 04-16 & SUPPORTING DOCUMENTATION
Application Number. W a (to be completed byRWR)
All items must he completed or the application will be returned
1. 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 ® Municipal ❑ Other
3. Signature authority's name: Kyle Breuer pet 15A NCAC 02T 0106(b)
Title: Town Manager
4. Applicant's mailing address: 2214 N. New River Drive PO Box 2475
City: Surf CikyState: NC Zip: 28445-_
5. Applicant's contact information:
Phone number: (LID) M-4131 Email Address: kbrcuer Wlownofsurfcity.com
11. PROJECT INFORMATION:
1, Project name: Evolve Surf Cjly Crossing Ph 2
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modiflestion, provide the existing permit number: W000_ and issued date: _
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Fender
4. Approximate Coordinates (Decimal Degrees): Latitude: 34463755° Longitude:-77,572772
5. Parcel ID (if applicable): 4225-07-2336
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
Professional Engineer: Tile Clinkscales License Number:0028847
Fitm: Paramounte Engineering. lne,
Mailing address: 122 Cincma Drive
City: Wilmington state: NC Zip: 28403
Phone number: (go M-lLZ4Z Email Address: rcli t e d paramoynte-cue cam
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Surf City W WTF High -Rate Infiltration gnd W�siC3YatCcitxigation�yetem
Permit Number: W00000795
Owner Nome: Town of Surf City
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF)t
1. Permit Number(s): WQ___ _ Downstream (Receiving) Sewer Size: 9 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS 00 2 7$
OwnerName(s): Town of Surf Cite
FORM: FTA 04-16 Page I of 5

Vt. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned public Utility, has a Certifieato of Public Convenience: and Necessity been attached?
❑ Yes []No SMA
2. If the Applicant is a Developer of lots to be sold, has a Developer's 0oarational Aareement (,FORM: DEV) been attached?
[]Yes []No ®N/A
3. If the Applicant is a Home/Procerly Ov •ners' Association has an O ^rap tio"el Agreement (FORM• HOA) been attachod?
❑ Yes [:]No ISN/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, trails) ❑ Car Wash
® Residential Leased ❑ Retail with food preparation/service (] Hotel and/or Motels
Sohool / preachool / day care g Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
Food and drink facilities i _I Church [] Swimming Pool/Filtor Backwash
❑ Businesses / offices / factories ❑ Nursing Home Other (Explaln In Attachment)
5. Nature of wastewater: JQVA Domestio/Commercial _% Commercial
_ %lhdustrial i ee 15A NCAC 02T,0103(2011
"is there a Pretrea"em Program in affect? ❑ Yea ❑ Nb
6. Hasa now reduction been approved under 15A NCAC 02T .0114(b.? ❑ Yes ®No
➢ If vgg provide a copy of flow reduction approval letter
Summarize wastewater generated by project:
Establishment Type.(see 02T.OI l4(i))
Daily Design Flow �•b
No. of Units
Flow
gav
CPD
gav
OPD
gal/
GPD
gaU
OPD
y�v
GPD
gal!
GPD
Total
GPD
a See 15A N A Q2T0114(b) (d) (e)(!) and (o)(2) for caveats to wastewater design flow rates (i.e., minimum 114w per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or cast of the Atlantic Intracoastal Waterway to be used as vaosdon rentals as defined
in O.S. 42A•4).
b Per i SA NCAC 02T.01 i4(c), design flow rates for establishments not identified [in table l5A NGA 02T OI 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other moasured data.
8. Wastewater generated by project: QOPO (per i5A NC -AC 02T 0114)
➢ Do not include future flows or previously ptwtitted allocations
If permitted now is Zero, indicate why:
❑ pump station or Gravity Sewer where now 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 now flow expected
❑ Other (Explain): _
FORM: FTA 04-16 Page 2 of 5

Vll. GRAVITY SEWER DESIGN CRITERIA (If Applicable) -02T_0305 & MDC (Gravity Sewers):
1, Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
$ 40 PVC
Section II & Ill of the MDC for Permitting of GravitySewers contains information related to design criteria
D Section IN contains informaton related to minimum slopes for gravity sewer(s)
Y Oversizing lines to tneet minimum slope requirement Is not allowed antia violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable) ^ Q T-= & MDC (PmnpStations/Force Malnslt
COMPLETE FOR EACH PUMP STATION INCLI1DED IN THIS PROJECT
i. Pump station number or names —
2, Approximate Coordinates ;(DecimalDcgreea);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 (TAH)
5. Summarize the foroe main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6, Power reliability in accordanco with 15A NCAC Q2T .0305(h)(11:
❑ Standby power source or pump with automatic,activation and telemot ry - 15A NCAC 02T .0,305(h)(l)(B)_
D Required for all pump stations with art 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 15000 gallons per day:
❑ Portable power souroo 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 • ISA NCAC 02T.0305(h)(1)(C),
It shall be demonstrated to the Division that tho portebloscuroe is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
D If tho portable power source or pump is dedicated to multiple pump stations, an evaluation of fill the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, Including travel timeftames, 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 & ISA NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (a)
➢ ISA NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
t•5 ■
Stack ammeter"
Separation Re wired
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
Acclaimed water lines horizontal - reclaimed over sewer
2 feet
"*Any private or public water supply source, including any wells, WS-1 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, ORIN, 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 buildine foundation
5 feet
Any basoLnent
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 011' 0305(a) contains alternatives where separations in 02T 0305(1) cannot be achieved.
➢ ""Stream classifications can be identified using the Division's NC Surface Water Classifications weboaao
➢ If noncompliance with 02T 0305ft) or fat. 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 .02009 ® Yes ❑ No
➢ This would include Trout Suffered Streams per 15A NCAC 21B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® 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 Pennitlin BP ranch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per ISA NCAC 02T 0105(e1(61, 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 M , "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
Y if yes, include an attachMort vAth 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 ISA NCACD2T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: PTA 04- 16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 021, the Minimum Design Criteria for the Permitting of P,
and Force Mains (latest version) and the Gravity Sewer Minimum Design Criteria (latest versionl as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Altemativc 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 supporting documents
2. Professional
'EnginecesCertification:
it se,,61 attest that this application for
(Professional Engineer's name from Application Item 111.1.)
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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per lSA NCAC 02T .0106(b): �'� �k
that this application for
(SlInnature Authority's name & title from Application Item t.a.)
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 snake 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- 1 t , 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 tine not to exceed S 10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date: 17 20Z0
FORM: PTA 04-16 Page 5 of 5