WQ0042223_Application (FTSE)_20210202

Permit Number WQ0042223
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, $ Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility Name
Bishop Creek Apartments Private Sewer
Location Address
Owner
Owner Name
Cape Fear Four LLC
Central Files: APS _ SWP .
1 /8/2021
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 Type
Non -Government
Owner Affiliation
William Schoettelkotte
1051 Military Cutoff Rd
Dates/Events Wilmington NC 28405
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
1/8/2021
&

PARAMOUNTE RECEIVED
E N G 1 N E E M I N G. I N C.
1 2 2 C I N E M A D R I V E JAN 0 8 2021
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) NCDEQ
WILMINGTON RO
L E T T E R O F T R A N S M I T T A L
To:
NCDEQ
Date
1/8/21
127 N. Cardinal Drive
Wilmington, NC 28405
Re:
Bishop Creek Apartments
910 796-7215
Fast Track Sewer
Attn:
Dean Hunkele
Project No. I
20364.PE
e areaendin ® Originals
® Prints
❑ Shop Drawings
❑ Calculations
he following items: ❑ Correspondence
❑ Plans
❑ Specifications
❑ Other as fisted below
Quantity
Date
Dwg. No.
Description
2
Fast Track Sewer Permit FTA 04-16
(original and 1 co
2
Flow Tracking/Acceptance Sewer Extension Application FTSE 04-16
on final and 1 co
1
Secretary of State Filings for Cape Fear Four., LLC
1
Sanitary Sewer Design Narrative
1
Vicinity Map & USGS Ma
1
Utility Plan
1
$480 check
Issue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ® For Review and Comment ❑ Approved as Noted ❑ See Remarks
coon Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected -See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
Cc: Signed: N `"
Jeremy R.

DESIGN NARRATIVE
The proposed Bishop Creek Apartments project consists of 144 units (120 one or two -
bedroom units and 24 three -bedroom units) along with an amenity center (pool and
clubhouse) to be located on Charlie Medlin Drive in Surf City, NC. Applying 240
gallons per day (gpd) for one and two -bedroom units, 360 gpd for three -bedroom units,
and 5 gpd/unit for the amenity center, the projected flow from this project will be 38,160
gpd. This flow will be collected by the extension of approximately 1,200 LF of 8"
gravity mains (on -site), which are included in this permit application. The on -site
gravity sewer will connect to downstream gravity sewer along Charlie Medlin Drive,
which was previously permitted as WQ0035394 but will be constructed as part of this
project. The flow will drain to the Town of Surf City's Main Land Pump Station (PS 34)
which pumps to the Town of Surf City Wastewater Treatment Facility. The gravity
mains included in this permit will be privately owned and operated by Cape Fear Four,
LLC and drain to the proposed public 8" gravity main extension along Charlie Medlin
Drive (previously permitted), which will be owned and operated by the Town of Surf
City.
Bishop Creek Apartments Paramounte Engineering, Inc.
1/8/21 PEI Project No. 20364.PE

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: WG6 "t 99�k-3 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Cane Fear Four. LLC (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: William Schoettelkotte per 15A NCAC 02T .0106(b)
Title: Member -Manager
4. Applicant's mailing address: 1051 Military Cutoff Road, Suite 200
City: Wilmington State: NC Zip: 27403-_
5. Applicant's contact information:
Phone number: 910 332-1593 Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Bishop Creek Apartments 2
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: W000_
3. County where project is located: Pender
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.4444' Longitude:-77.5633'
5. Parcel ID (if applicable): 4235-36-0231-0000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jeremy Blair License Number: 028852
Firm: Paramounte Engineering Inc.
Mailing address: 122 Cinema Drive
City: Wilmington State: NC Zip: 28403-
Phone number: [phone] Email Address: jblairAparamounte-eng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Surf City WWTF High -Rate Infiltration and Wastewater Irrigation System
Permit Number: W00000795
Owner Name: Town of Surf Citv
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0035394 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 Pagel of 5

Vt. 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 NN/A
3. If the Applicant is a Home/Property Owners' Association. has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No NN/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
N 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: 100 % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
L ---- *Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes N No
➢ If yes, provide a copv of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow 8,b
No. of Units
Flow
Multi -family (1 and 2 bedrooms)
240 gal/unit
120
28,800 GPD
Multi -family (3 bedrooms)
360 gal/unit
24
8,640 GPD
Amenity Center
5 gal/unit
144
720 GPD
gal/person
GPD
gaV
GPD
gal/
GPD
Total
38,160 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: 38 160 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

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 1,200 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: 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 (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) FILength (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)
M
❑ 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 he nrovided fnr sewer avctems-
X 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 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
36inches
➢ 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpase
➢ 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) X 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? X 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? X 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 Permittin Branch
ranch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)?
X 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 X 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?
® 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 supporting documents.
2. Professional Engineer's Certification:
name from Application Item III.1.)
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):
(Signature Authority's name
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 $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date: /Z5 2-021
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water 8ewmces
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Cape Fear Four, LLC
Project Name for which flow is being requested: Bishop Creek Apartments
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible far all pump
stations along the route of the proposed wastewater flow.
L 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 flows are in MGD
c. WWTP facility's permitted flow
1.1
d. Estimated obligated flow not yet tributary to the WWTP
.330
e. WWTP facility's actual avg. flow
.76
f. Total flow for this specific request
0.03816
g. Total actual and obligated flows to the facility
1.09
It. Percent of permitted flow used
99.09%
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 / pf),
Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD
MGD MGD Flow Capacity***
34 2.52 1.008 .5171 .1826 .6997 .3083
a 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): Town of Surf City
Downstream Permit Number: WQCS00278
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Kyle M. Breuer, Town Manager 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.
S
Date
Page 2 of 6
FTSE 04-16

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HIMAIM
North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online
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an Amended a Annual Report form
Limited Liability Company
Legal Name
Cape Fear Four, LLC
Information
Sosld: 1854104
Status: Current -Active O
Date Formed: 6/11/2019
Citizenship: Domestic
Annual Report Due Date: April 15th
Registered Agent: Wells, Calvin F, Jr
Addresses
Mailing
1051 Military Cutoff Road Suite 200
Wilmington, NC 28405
Reg Office
1051 Military Cutoff Road Suite 200
Wilmington, NC 28405
Company Officials
Principal Office
1051 Military Cutoff Road Suite 200
Wilmington, NC 28405
Reg Mailing
1051 Military Cutoff Road Suite 200
Wilmington, NC 28405
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Managing Member
Calvin F Wells . Jr
1051 Military Cutoff Rd, Suite 200
Wilmington NC 28405
https //w sosnc.gov/online_services/search/Business_Registration_Results tl1