WQ0041076_Application (FTSE)_20190904

Central Files. APS _ SWP
8/6/2019
Permit Number W00041076
Permit Tracking Slip
Program Category
Status Project Type
Non -discharge
In review New Project
Permit Type
Version Permit Classification
Gravity Sewer Extension, Pump Stations, 8 Pressure Sewer Extensions
A Individual
Primary Reviewer Permit Contact Affiliation
dean.hunkele
Coastal SWRuIe
Permitted Flow
Facility
Facility Name
Major/Minor
Region
NC Shallotte Smith Commercial Public Pump Stations
Minor
Wilmington
Location Address
County
Brunswick
Facility Contact Affiliation
Owner
Owner Name
Owner Type
Town of Shallotte
Government - Municipal
Owner Affiliation
Walter Eccard
PO Box 2287
Dates/Events
Shallotte
NC 28459228
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
8/1 /2019
Regulated Activities Requested /Received Events
Additional information requested

East Coast Engineering & Surveying, P.C.
ENGINEERS•PLAN NERS•SURVEYORS
Via Hand Delivery and Email
July 26, 2019
Mr. Dean Hunkele
North Carolina Regional Office RECEIVED/NMENROR
Division of Water Resources
127 Cardinal Drive Extension
Wilmington, NC 28405 AUG 0 12019
SUBJECT: NC Shallotte Smith Project Water Quality Regional
Fast Track Sewer Permit Application Operations
Section
,;
Town of Shallotte. Brunswick County Wilmington eRional Office
Dear Dean:
On behalf of our Client, NC Shallotte Smith, LLC, please find enclosed a Fast -Tracking Sewer Permit
submittal for the NC Shallotte Smith project located at the intersection of Main Street and Smith Avenue
within the Town of Shallotte. Per Town of Shallotte Utility Policy any sewer greater than a depth of 12
feet shall be permitted in the name of the developer not the Town, so we have included applications in both
the Town and the Developers names.
The project will consist of a shopping center comprised of 16 retail buildings, 3 restaurants and 2 dentist
offices totaling 211,696 square feet of floor space. The site totals 25.6 acres. The project will produce
28,019 GPD of sewerage. The 18 retail spaces will be serviced by gravity sewers that proceed to an onsite
pump station (Lift Station #1) and then pumped into an adjacent existing sewer. The 3 building units
consisting of 2 retail spaces and a dentist office located adjacent to Main Street at the southeast corner of
the project will have their own small Duplex Grinder Pump Station #2 that will discharge into the sewer on
Main Street.
The sewer system for this project consists of 1,443 LF of 8" SDR 35 PVC gravity sewer pipe, 873 LF of
8" SDR 26 PVC gravity sewer pipe, 60 LF of 8" Class 52 DIP gravity sewer pipe, 1,183 LF of 4" C900
DR 18 PVC sewer force main, 142 LF of 1-1/2" Schedule 40 PVC force main, and Lift Station #1 and
Duplex Grinder Pump Station #2.
This submission package contains all of the following items:
• Cover letter describing the project contents and location;
• Project Narrative;
• Fast Track Sewer System Extension Application in the name of the Town of Shallotte for
their portion of the project;
• Fast Track Sewer System Extension Application in the name of the Developer for their
portion of the project;
• Flow Tracking Application (FTSE10-18) executed by Town of Shallotte;
• Flow Tracking Application (FTSE10-18) executed by Brunswick County;
4918 MAIN STREET • POST OFFICE BOX 2469 • SHALLOTTE, NORTH CAROLINA 28459 • TEL: [phone] • Fax: [phone]
FIRM LICENSE NUMBER: C-3014

Mr. Dean Hunkele
NC Shallotte Smith
July 26, 2019
• Check #026051 in the amount of $480 made payable to NCDEQ to cover the required
application fee on the behalf of the Town's portion of the project;
• Check #026194 in the amount of $480 made payable to NCDEQ to cover the required
application fee on the behalf of the Developer's portion of the project;
• 8.5"xl 1" Color USGS Topo map of the project area;
• 8.5"xl 1" Color street map of Shallotte area with project site indicated; and
• Reduced 12"xl8" copy of the following drawings: C0.0, C1.0, C2.0, C6.0, C6.1, C6.2,
Cl 1.0, and C11.1.
Should you have any questions or require additional information, please do not hesitate to contact our
office at your convenience. As always, thanks for your assistance.
J. Christian Russell, P.E.
Project Engineer
Enclosures
PC: Mimi Gaither, Town Administrator for Town of Shallotte w/enclosures via email
Phillip J. Wilson, NC Shallotte Smith, LLC w/enclosures via email
James McAden, Realty Link w/enclosures via email
File: 1960 (NC Shallotte Smith)
4918 MAIN STREET • POST OFFICE BOX 2469 • SHALLOTTE, NORTH CAROLINA 28459 • TEL: [phone] • Fax: [phone]
FIRM LICENSE NUMBER: C-3014

East Coast Engineering & Surveying, P.C.
ENGINEERS•PLAN NERS•SURVEYORS
14
PROJECT NARRATIVE
NC Shallotte Smith Development
Shallotte, North Carolina
The proposed project is a major commercial development located at the corner of Smith
Avenue and US 17 Business (Main Street) within the Town of Shallotte, Brunswick County,
North Carolina. The tract of land consists of multiple parcels totaling 25.6 acres. The project is
comprised of 16 proposed retail building spaces, 3 restaurants and 2 dental offices totaling
211,696 square feet. The project is zoned SH Highway Business.
Existing Site Conditions
The existing site is currently vacant and wooded. Proposed impervious area total for
stormwater pond #1 is 676,178 SF. The impervious area is composed of Buildings (203,330 SF),
Driveway and Parking (440,550 SF), Sidewalks (28,911 SF) and Future (3,387 SF). The
percentage of impervious is 65.1%.
The proposed impervious area total for stormwater pond #2 is 41,687 SF. The impervious area
is composed of Buildings (8,900 SF), Driveway and Parking (30,634 SF), and Sidewalks (2,153
SF). The percentage of impervious is 67.7%.
Storm Water Management
The proposed drainage system is comprised of inlets, piping and a stormwater detention Pond
1 of 1.4 acres and Pond 2 of 0.02 acres.
An additional 0.18 acres of onsite wetlands will be filled by the planned construction activity.
This fill has been previously permitted and will be conducted under the existing 401 and
nationwide permits that were previously issued for the site. No additional wetland impacts or
permitting are anticipated for the project. Best management practice selection and erosion
control management selection takes into account the existing topography and vegetation.
Erosion Control
Temporary silt fencing, diversion swales, and temporary sediment traps will be used to prevent
any significant amounts of sediment from leaving the site. These measures shall be inspected
regularly, and the accumulated sediment removed to prevent the conveyance of sediment to
any off -site areas. The primary permanent erosion control measures that will remain after the
temporary measures are removed will be permanent grassing.
Page 1 of 2
4918 MAIN STREET •POST OFFICE BOX 2469 *SHALLOTTE, NORTH CAROLINA 28459 *TEL: [phone] •Fax: [phone]
FIRM LICENSE NUMBER: C-3014

Water & Fire Services
The project will be served by the Town of Shallotte Water and waterlines will be looped on the
site with tie connections to an existing 12" diameter Town of Shallotte water main along Smith
Avenue (SR1357) and an existing 6" diameter Town of Shallotte water main along US17 Business.
Fire hydrants located along Main Street and Smith Avenue were tested on May 23, 2019. The
one along Main Street and Smith Avenue flowed at 1,455 gpm with a static pressure of 71 psi and
a residual pressure of 51 pst. The hydrant along White Street and Smith Avenue flowed at 1,190
gpm with a static pressure of 65 psi and a residual pressure of 48 psi.
The water demand is based on the fact that the retail spaces will have a total of 197,388 square
feet for the 16 retail spaces and will have a rate of 100 gallons per 1000 square feet of floor
space or 19,739 gallons. The 3 restaurants will have a combined seating capacity of 192 seats
and use 40 gallons per seat totaling 7,280 gallons, while the two dentist offices will have one
shift with two dentists per shift and use 250 gallons per dentist totaling 1,000 gallons. This
totals 28,019 gallons per day or 0.0280 MGD.
The water lines will consist of approximately 3,769 linear feet of 8" C9O0 DR 18 PVC pipe and
appurtenances for domestic use and fire protection and 942 linear feet of 6" C9O0 DR 18 PVC
pipe and appurtenances to 11 of the 16 retail spaces to provide for internal building fire
sprinkler protection.
Construction shall be in accordance with the Town of Shallotte standard specifications and
details.
Sewer Services
The proposed sewer system is comprised of 873 LF of 8" SDR26 PVC, 1443 LF of 8" SDR35 PVC,
80 LF of CL52 DIP, 142 LF of 1.50" SDR 21 PVC, 1183 LF of 4" C9O0 DR18 PVC, 1 Lift Station and
1 Duplex Grinder Station that will tie into the existing Town of Shallotte 6" Force Main along
US17 Business (Main Street). The Force Main pumps directly to the Town of Shallotte WWTP
(Brunswick County) which in turn pumps effluent into the Brunswick County Reclamation Plant
at Supply, North Carolina. The design analysis was based on the EPA recommended rational
method.
Page 2 of 2
4918 MAIN STREET •POST OFFICE BOX 2469 •SHALLOTTE, NORTH CAROLINA 28459 *TEL: [phone] •Fax: [phone] FIRM
LICENSE NUMBER: C-3014

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: w - ` (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Shallotte (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: Walter Eccard per 15A NCAC 02T .0106(b)
Title: Mayor
4. Applicant's mailing address: Post Office Box 2287
City: Shallotte State: NC Zip: 28459-_
5. Applicant's contact information:
Phone number: [phone] Email Address: m aig [e-mail]¢
11. PROJECT INFORMATION: ` p
1. Project name: NC Shallotte Smith
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 NA and issued date:
If new construction but part of a master plan, provide the existing permit number: W0000
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: N.33.98° Longitude:-E.78.38'
5. Parcel ID (if applicable): 18200022 QaS T)Ogl
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: L Christian RussellLicense Number: 035054
Firm: East Coast En ing eering & Surve iy np PA
Mailing address: 4918 Main Street, Post Office Box 2469
City: Shallotte State: NC
Phone number: [phone]
Zip: 28459-
Email Address: crusselldeces.biz
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Town of Shallotte WWTF Permit Number: W00000798
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00007234 Downstream (Receiving) Sewer Size: 6 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00023693
Owner Name(s): Brunswick County
FORM: FTA 04-16 Page] 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 HN/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 HN/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned N Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care N Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
H 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. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes N No
➢ If yes. provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.01140
Daily Design Flow R•b
No. of Units
Flow
16 Retail Stores of Various Size (197,388
SF)
100 gal/1,OOOSF
197.388
19,739 GPD
1 Restaurant (2,008 SF)
40 gal/seat
48
1,920 GPD
1 Restaurant at (1,500 SF)
40 gal/seat
36
1,440 GPD
1 Restaurant at (4,100 SF)
40 gal/seat
98
3,920 GPD
1 Dental Office (3,200 SF)
250 gal/dentist/shift
2 (1 shift)
500 GPD
I Dental Offices (3,500 SF)
250 gal/dentist/shift
2 (1 shift)
500 GPD
Total
28,019 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: 28 019 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ 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)
1' 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 (Pum) Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Lift Station #1
2. Approximate Coordinates (Decimal Degrees): Latitude: N: 78.37° Longitude:-E.33.98°
3. Design flow of the pump station: 0.026979 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 83 gallons per minute at 122 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
1,183
PVC C900 DR18
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)(13):
➢ 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)
or
❑ 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & NI DC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
r- - I
➢ 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 (►f Applicable)—02T.0305 & _MDC (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Duplex Grinder Pump Station PS#2
2. Approximate Coordinates (Decimal Degrees): Latitude: N: 78.38° Longitude:-E.33.98°
3. Design flow of the pump station: 0.000104 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 20 gallons per minute at 122 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
1.50
142
SCH 40 PVC
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)(13):
➢ 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)
or
❑ 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

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 sunoortina documents.
2. Professional Engineers Certification:
J. Christian Russell, P.E. attest that this application for
(Professional Engineer's name from Application Item III.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:
Applicant's Certification per 15A NCAC 02T .0106(b):
Authority's name & title from Application Item I.3.)
```�uiiuliry
�N CAR ''•,
S AL
35054 =
P/3TIAN
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 143-215.611, 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: ",L, &z_� Date: 9 a I q
FORM: FTA 04-16 Page 5 of

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Shallotte
Project Name for which flow is being requested: NC Shallotte Smith
More than one FTSE nmy be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposer! wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Shallotte WWTP
b. WWTP Facility Permit 4: WQ 0000798
Al{/lows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
It. Percent of permitted flow used
[IXi IIII
WWTP 0.4186
0.180
0.028019
0.627
125.3%
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 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)
West Brunswick W WRF
Downstream Permit Number: WQ0023693
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I William L. Pinnix, Director of Engr 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.
Signing Official
:t>Z2` 'T42 U
Title of Signing Off cial
Page 2 of 6
FTSE 10-18

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