WQ0041101_Application (FTSE)_20190924

Permit Number WQ0041101
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRuIe
Permitted Flow
Facility Name
Evolve Surf City Crossing Apartments Public Sewer
Location Address
Owner
Owner Name
Town of Surf City
Dates/Events
Central Files: APS _ SWP _
8/14/2019
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Fender
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Ashley Loftis
PO Box 2475
Surf City NC 28445247
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
8/12/2019
Regulated Activities Requested /Received Events
Additional information requested
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L E T T E R O F T R A N S M I T T A L
To:
NCDHQ
Date
08/01/19
127 N. Cardinal Drive
Wilmington, NC 28405
Re:
Evolve Surf City Crossing
910 796-7215
Fast Track Sewer
Attn:
Dean Hunkele
Pro'ect No.
I 18445.PE
e are sendin
® Originals
® Prints
❑ Shop Drawings
❑ Calculations
❑ Correspondence
❑ Plans
❑ Specifications
❑ Other as listed below
he followin items:
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)
Issue 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
emarks:
Cc:
Fast Track Sewer Submittal Evolve Surf City Crossing
Signed:
AUG 12 2019
hi
RECEIVED/NCDENR/M
AU 2019
ater Quality Regional
Operations Section
Wilmington Regional Office

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 FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: Wl). 6 I101 (to be completed byDWR)
All Items must be completed or the anolication 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 ® Municipal ❑ Other
3. Signature authority's name; Ashley Loftis 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: INC Zip:28445-
5. Applicant's contact information:
Phone number: [phone] Email Address: aloftisna townofsurfcity.com
11. PROJECT INFORMATION: 1111�
1. Project name: Evolve Surf City Crossing ?G_MI<, 5—e—t—tt✓
2. Application/Project status: ® Proposed (New Permit) ❑ Existing PermidProject
If a modification, 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: Ponder
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.4637550 Longitude:-77.572772'
5. Parcel ID (if applicable): 4225-07-7336
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Tim Clinkscales License Number: 028847
Firm: Parantounte Engineering. Inc.
Mailing address: 122 Cinema Drive
City: Wilmington State: NC Zip: 28403-_
Phone number: [phone] Email Address: telinkscales(aparamounte-eng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Surf City WWTF High -Rate Infiltration and Wastewater Irri ation System
Permit Number: W00000795
Owner Name: Town of Surf City
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00034188 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 I 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 ®N/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
3. If the Applicant is a Hontc/Property Owners' Association has an Operational Agreement (FORM: HOA) been attached?
❑ Yes []No ®N/A
4. Origin of wastewater: (check all that apply)
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ 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 ❑ Other (Explain in Attachment)
5. Nature of wastewater: IQQ%Domestic/Commercial _%Commercial
_I % Industrial (See 15A NCAC 02'r .0103(20))
�— is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ® No
If yes, orovide a cony of flow reduction annroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140
Daily Design Flow •A
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
GPD
a See 15A NCAC 02'r .0114(b). (d). (e)(I) and (g)(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.01 Id] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 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: F'rA 04.16 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 650 PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Y Section III contains information related to minimum slopes for gravity sewer(s)
Y Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vlll. 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: Longitude: - °
3. Design now 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)(l)(B)_
Y Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Y 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
.03050hx 1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
Y 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.
Y 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 timefmmes, 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 NCACO2T.0305(1)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (e)
1 I SA mrar n2T 010S(f) enntnins minimum nenarations that shall be provided for sewer systems:
►5 ■
--------- -- - 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 1 or
Class II impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item 1X.2
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Anv buildinp foundation
5 feet
Any basement
10 feet
Top sloe of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimminp pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02'r.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) ® Yes ❑ No
➢ Seethe 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 I SA NCAC 2B.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 Permitling Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional pennits/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 permltee'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 02 t•, the Minimum Design Criteria for the Pennittipg of Ptunp Stations
and lFQce Mains (latest version). and the tavjLy-Sewer Minimum_Desien Criteria (latest version) as applicable?
® 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 sunnortina documents
2. Professional EMteer'se(`ncllC�
I, l lI��JJ
(Professional Engineer's name from Applicat
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
or 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 1 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 143-215.613, 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.
North Carolina Professional Engineer's seal, signnture, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
that this application for
name R title from A ftlication Ilem 1.3.)
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 343-215.6A and 14 -2_ 15.6t3, 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: 41A.A &Q4�b Date: -j-31_iy
FORM: FTA 04-16 Page 5 of 5

EVOLVE SURF CITY CROSSING
TOWN OF SURF CITY
SANITARY SEWER DESIGN NARRATIVE
Prepared for:
EVOLVE COMPANIES
2918-A MARTINSVILLE ROAD
GREENSBORO, NC 27408
Prepared by:
-D A RAMOUNTE
r
122 Cinema Drive
Wilmington, NC 28403
Project#18445.PE
August 2019

PROTECT 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 as provided in the attachment. This flow will be collected via a gravity sewer
system.
For the permit, the gravity sewer for phase 1 will consist of both public and private lines, with 650
LF of public 8" gravity and 900 LF of private 8" gravity, 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.

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