WQ0042010_Application (FTSE)_20201026

Permit Number WQ0042010
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, $ Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Central Files: APS _ SWP _
10/1 /2020
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Calabash Station Subdivision Minor Wilmington
Location Address County
Brunswick
Facility Contact Affiliation
Owner
Owner Name Owner Type
Brunswick County Government- County
Owner Affiliation
John Nichols
PE
PO Box 249
Dates/Events Bolivia NC 2842202.
Scheduled L4-V)- �(�'
Orig Issue App Received Draft Initiated Issuance Public Notice Issue ,� (n�Effective Expiration
9/28/2020 � 'Ir.k ULM
®

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
I SA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources (�j FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number. W (G- `PQ (Lobe completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Brunswick County Public Utilities (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 L. Pinnix. PE per 15A NCAC 02T .0106(b)
Title: Director of Engineering
4. Applicant's mailing address: P.O. Box 249 (75 Courthouse Drivel
City: Bolivia State: NC Zip: 28422
5. Applicant's contact information:
Phone number: [phone] Email Address: william. innixabrunswickeount nc goy
II. PROJECT INFORMATION:
I. Project name: Calabash Station Subdivision
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
3. County where project is located: Brunswick County
4. Approximate Coordinates (Decimal Degrees): Latitude: 33.55fi4° Longitude:-78.3558'
5. Parcel ID (if applicable): 2250011003 Qr). ncv ( 45-0 as73
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Richard M. Collier License Number: 22574
Firm: McKim & Creed. Inc
Mailing address: 243 North Front St.
City: Wilmington State: NC Zip: 28401-_
Phone number: [phone] Email Address: reollier(2mckimcreed com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Carolina Shores WWTF Permit Number: NC0044873
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0033497 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00284
Owner Name(s): Brunswick County
FORM: ETA 04-16 Page I 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 ®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 Home/Pro e�rty 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: 100 % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .0I03(201)
),Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 l4(fl? ®Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 011.01140
Daily Design Flow a•"
No. of Units
Flow
3br Single -Family Residential (C Station)
210 gal/day/bedroom
251
52,710 GPD
3br Townhomes (Calabash Patens)
210 gal/day/bedroom
69
14,490 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
67,200 GPD
a See 15A NCAC 02T .0114(b). (d). (e)(1) and (e)(22) 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: 67,200 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

N'l1. GRAVITY SENN'ER DESIGN CRITERIA (If Applicable) - 02l.0305 & NIDC (Gras ih Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
10,390
C'900 PVC
8"
610
C900 PVC
8"
1,660
C900 PVC
Calabash Station
Calabash Road
Calabash Palms
Section 11 & Ill of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section Ill contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet mininuun slope requirement is not allowed and a violation of the MDC
VI11. PUMP STATION DESIGN CRITERIA (if Applicable) — )2T .0305 & NI DC (Puna) Stations/Furcc Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
L Pump station number or name'. PS-1
2. Approximate Coordinates (Decimal Degrees): Latitude: 33.55.14 Longitude:-78.3559
3. Design flow of the pump station. 0.0072 millions gallons per day (firm capacity)
4. Operational point(s) of the punnp(s): 125 gallons per minute at 123 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
1,004
SDR-21 PVC'.
4
160
CLASS 50 DIP
6. PovNca reliability in accordance with 15A N('A( 02-1 0305(h)(I1.
® Standby power source or pump with automatic activation and telemetry - 1 5.A NCAC 02T.0305(h)(1)(B)_
Required for all pump stations Stith 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 - I5A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry- 15A NCAC' 02'f .0305(h)(I )(C'):
It shall be demonstrated to the Disision 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 puutp is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the potable power source or pump, including travel tinnefrannes, shall be provided
in the case of a multiple station ponver outage.
FORM: PTA 04-10 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) & (p) ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum senarations that shall be nrovided for sewer .systems
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-1 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(a) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weblage
➢ 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 ❑ N/A
➢ 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 setbacks found in the river basin rules per 15A NCAC 02B 0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ 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 ❑ N/A
➢ 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 Pagc 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 versionl as applicable?
® Yes ❑ No
If No, complete and submit die Variance/Altemative 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:
I, Richard Collier attest that this application for
(Professional Engineer's name from Application Item Ill.1.)
Calabash Station Subdivision
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:
SEAL
22574
..rnnuhi-
3. Applicant's Certification per 15A NCAC 02T .0106(b): 08.03.20
I, William L. Pinnix, Director of Engineering attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
Calabash Station Subdivision
has been reviewed by the 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:
0 "IS
FORM: ETA 04-16 Page 5 of 5

State of North Carolina
OF ME
a Department of Environmental Quality
RF
4 Division of Water Resources
x� ` `;°
nivWon Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Brunswick County
Project Name for which flow is being requested: Calabash Station
More that one FTSE maybe required for a single project if the owner of the WWTP is not responsible for all puntp
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: CAROLINA SHORES WWTF
b. WWTP Facility Permit #: NC 0044873
All flows are in MGD
c. WWTP facility's permitted flow 0.530
d. Estimated obligated flow not yet tributary to the WWTP 0.168
e. WWTP facility's actual avg. flow 0.376
f. Total flow for this specific request 0.06720
g. Total actual and obligated flows to the facility 0.611
h. Percent of permitted flow used 115%
11. 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 Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* The Firm Capacity (design flow) 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): BC 8-in FM on Calabash Road
Downstream Permit Number: WQ0033497
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I William. L. Pinnix, P.E. 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Q�
Official Signature
Title of Signing Official
"L.
_a\
Date
Page 2 of 6
FTSE 1.0-18

RECEIVED
v,- -- K M&CREED
US Mail
10- NCDEQ - DWR
127 Cardinal Drive Extension
Wilmington, NC 28403
ATTENTION: Dean Hunkele
WE ARE SENDING: ® Originals ® Prints
❑ Specifications ❑ Calculations
SEP 2 8 2020
LETTER OF TRAT-J§N�ITTAL
DATE: September��;I�dfON RO
PROJECT NO: 07870-0001 1
TASK NO: 40
RE: Calabash Station Subdivision
Sanitary Sewer Submittal
TRANSMITTAL NO: 1
PAGE 1 OF I
❑ Shop Drawings ❑ Samples
❑ Other -
Quantity
Drawing No.
Rev.
Description
Status
1/1
Original and Copy: Fast Track Sanitary Sewer Application
(FTA 04-16)
G
1/1
Original and Copy: Flow Tracking/Acceptance Form
(FTSE 04-16)
G
1
Permit Fee $480
G
1/1
Original and Copy: Sewer Narrative
G
1/1
Original and Copy: Associated Site Maps (Topo/Street View)
C
1/1
Original and Copy: Brunswick County Sanitary Sewer
Approval Letter (dated September 21, 2020)
C
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3.Other
4. Amend & Resubmit 5. Rejected - See Remarks
REMARKS: Dean, Please let me know if you have any questions or comments.
243 NORTH FRONT STREET, WILMINGTON, NC 28401 [phone] FAX [phone]
rs:
McKIM & CREED, INC.
Signed (V " V'�&
Richard M. Collier, PE
Asst VP
I:\ 07870\0001 \ PDNR\ 10Comm\ 19-Transmittal Letters\200923_NCDEQ-D WR_Sanitary Sewer Submittal.doc

v MWKfM&CREED
October 24, 2020
Dean Hunkele
NCDEQ — DWR
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Calabash Station and Calabash Palms Sanitary Sewer
Permit WQ0042010
Dear Mr. Hunkele:
078700001
In response to your request for additional information for permit IVQ0042010
related to the lengths of gravity sanitary sewer we offer the following information
and update to the FTA Application;
1. Calabash Station = 1Q360 LF
This includes the subdivision gravity and pump station gravity up to the
right-of-way of Calabash Road.
2. Calabash Road Gravity =610 U
This includes the jack and bore under Calabash Road and the gravity
sewer along Calabash Road to the entrance of Calabash Palms.
3. Calabash Palms =1,660 LF
This includes all gravity sewer internal to Calabash Palms
4. Total Gravity Sanitary Sewer for items 1-3=12,660 LF 8" C900 PVC
Gravity Sewer.
Thank you in advance, and let me know if you need any additional information.
Sincereh�,
McKim & Creed, Inc.
Richard M. Collier, PE
Assistant Vice -President

Mr. Dean Hunkele
NCDFQ-MVR
October 24, 2020
Page 2
Attachments:
Updated FTA Application (page xx)
Overall Gravity Sewer Sketch
cc: Tim Clark, PLA, McKim & Creed, Inc.
Derek Shrewsberrv, McKim & Creed, Inc.
Bryant Spencer, H&H Homes, Inc.
4� MCKIM&CREED

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SPRING V ILL PLANTATON
SUBDIVISION
Calabash Palms
OCEAN FOREST
SQBDIVISION