WQ0040746_Application (FTSE)_20190430

.. . .....
Central Files- APS SWP
3/28/2019
Per nit Nurnbe. WQ0040746
Permit Tracking Slip
Program Category
Status Project Type
Non -discharge
In review New Project
Permit Type
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
A Individual
Primary Reviewer Permit Contact Affiliation
dean.hunkele
Coastal SWRule
Permitted Flow
FactyX
Facility Name
Major/Minor Region
Hi : ghlands Business Park Private Pump Station & Sewer Minor Wilmington
Location Address
County
Pender
Facility Contact Affiliation
Owner
Owner Name
Owner Type
Dominion Land Corporation
Non -Government
Owner Affiliation
Nathan S. Sanders
PO Box 3167
Dates/Events
Wilmington NC 28406316
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
3/27/2019
Regulated Activith-cm
Requested /Received Events
Additional information requested

PARAMOUNTE
E N G 1 N E E R 1 N G, 1 N C.
1 2 2 CINEMA DRIVE
W I L M I N G T O N 11 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 )
L E T T E R O F T R A N S M I T T A L
To0
NCDEQ
Date
3/27/19
127 N. Cardinal Drive
Wilmington, NC 28405
Re:
Highland Business Park
910 796-7215
Fast Track Sewer
Attri:
Dean Hunkele
Pro'ect No.
18273.PE
IW6 are sendin Z Originals
�-h& following item . s:J EJ Correspondence
Z Prints ❑ Shop Drawings [:] Calculations
❑ Plans ❑ Specifications [:] Other as listed below
Quantity
Date
Dwg. No.
Description
2
Fast Track Sewer Permit FTA 04-16
2
Flow Tracking/Acceptance Sewer Extension Application FTSE 04-16
1
Sanitary Sewer Narrative including vicinity map and USGS Map
1
$480 check
Issue Status: Z For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use Z For Review and Comment ❑ Approved as Noted EJ See Remarks
[kctionTake-ml❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
Cc:
Fast Track Sewer Submittal Highland Business Park
ii�r�.s�a:��ed Gj?.�L.��� ��v{�.•r"�s"+�t�.s ���'+'FJ+u [i�
MAR 2 7 2019
1lItG4i.�..•S ,�.�1�se�{t .� 1 i�rS.�i�iF�i��
ti
f 11 l :
Signed:
Tim Clinkscales, PE, PLS

y
#r r� State of North
' Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water kesources , 15A NCAC 02T .0300 FAST TRACK SEWER SYSTEM EXTENSI
ON APPLICATION
I FTA 04-16 & SUPPORTING DOCUMENTATION
i
Application Number:
to be completed
� p eted by DWR)
All items must be completed or the application will be re
turned
I• APPLICANT INFORMATION:
1. Applicant's name: Dominion Land Cor oration com an
( p y, municipality, HOA, utility, etc.)
2. Applicant type: ❑Individual
Corporation ❑General Partnership ❑ Privately -Owned Public Utility
Federal (� State/Count
y ❑ Municipal❑ Other
3. Signature authority's name: Nathan Sanders per 15A NCAC 02T .0I 0
dtb�
Title: Owner
4. Applicant's mailing address: PO Box 3167
City: Wilmington State: NC Zip: 5. Applicant's contact information:
Phone number: [phone] Email Address: nathan
sancohorncs.com
II. PROJECT INFORMATION:
1 Project name: HIGHLANDS BUSINESS PARK
2. Application/Project status:
Proposed (New Permit) ❑ ExistingPernrnitlPro'ect
J
If a modification,; provide the existing permit number: WQ00 and issue
d date.
If new construction but part of a master plan, provide the existingpermit number: p WQ00____r
3. County where project is located: Pender
4. Approximate Coordinates (Decimal Degrees): Latitude:
54.967 Longitude:.-77,431
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer}
III. CONSULTANT INFORMATION:
1. Professional Engineer: Tim Clink scales License Numbe
r: 28847
Firm. Paramounte Engineering, Inc.
Mailing address: 122 Cinema Drive
City: Wilmington State: NC
Zip: 28�423-
Phone number: (910) 791-6� Email Address: tclinkscal csaparamountc-cn .com
IV. WASTEWATER TREATMENT FACILITY
(WWTF). INFORMATION:
1. Facility Name: Nut's Han stead LLC Permit Number: W 00372 t7
Owner Name: Pluris. Hampstead LLC
V. RECEIVING DOWNSTREAM SEWER INFO • INFORMATION {if different than V'VWTF):
I. Permit Number(s): WQ0037324 Downstream (Receiving). Sewer Size.. 1.2 inch
System Wide Collection System Permit Number(s) (if applicable): W C
Q S_____
Owner Name(s): Piwis loam stead LLC
FORM: FTA 04-16
Page 1 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 Home/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: 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 I5A NCAC 02T .0114(f1? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval Ietter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140 Daily Design Flow s,b No. of Units Flow
Warehouse 360 gallbay 6 2160 GPD
gall GPD
gal/ GPD
gall GPD
gal/ GPD
gal/ GPD
Total 2160 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-0.
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: 2160 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
8 158.0 PVC SDR-21
8 40 DIP
➢ 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: Highlands Business Park
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.3520' Longitude:-77.7319'
3. Design flow of the pump station: 0.0135 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 25 gallons per minute at 235 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station) :
Size (inches) Length (feet) Material
.2 800 SDR-21
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)
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

IX. SETBACKS & SEPARATIONS - (02B .0200 & 15A NCAC 02T .0305(f)):
l . Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g) ® Yes ❑ No
y I SA MCAC MT ( 1M(f) rrnnfn;ne m;rn;rn-vTm cat�nr�t;r.r,r +l,e2+ r%L, 11 U,
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 (horizont4lj
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
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
hi h water or tide elevation and wetlands see item IX.2
100 feet
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
A.py building foundation
5 feet
Any basement
10 feet
To slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage s stems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth rade(vertical)
36 inches
➢ 15A.NCAC 02T.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 webpag_e
➢ 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
➢ 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 .0200? ® 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? ® 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 Permitting_ Branch
5. Does project comply with 15A NCAC 02T.0105(ci(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" "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 02T410403(a)(5) or the permitee's individual System -Vide 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?
Z 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 suAportin documents.
2. Professional Engineer's Certifi t' n:
I
(Professional Engineer's name from Application Item III.1.)
attest 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.
�Y.....................
North Carolina Professional Engineers seal, signature, and date.
_ SEAL
•
•
o;O�
�I /YV►••Yet if .�
.............................!is' t»1►.1��i......... %
iil't � V.....................
3. Applicant's Certification per 15A NCAC 02T .0106(b):
LAa test that this application for
(SMgnature Authority's name & title from Application Item I.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 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:
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
t Division of Water Resources
rji� 1
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Dominion Land Corporation
Project Name for which flow is being requested: Highlands Business Park
More than one F'7S'E may be required, f or a single project rf the owner of the WWTP is not responsiblefor all pump
stations along the route of the proposed wastewater, flow.
moo
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility blame: Pluris Hampstead LLC
b. WWTP Facility Permit #: WQ0037287
All flows are in MGD
c. WWTP facility's permitted flow 0.250
d. Estimated obligated flow not yet tributary to the WWTP 0.080
e. WWTP facility's actual avg. flow 0.060
f. Total flow for this specific request 0.00216
g. Total actual and obligated flows to the facility 0.14216
h. Percent of permitted flow used 56%
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)
(G)
(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***
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 (pi) not less than Z.S.
*** 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): Pluris Hampstead LLC
Downstream Permit Number: WQ0037324
Page 1 of 6
FTSE 04-16

111. Certification Statement:
I Randy Hoffer 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 fi-om 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 tinder 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 11
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this forn-i indicates acceptance of this wastewater flow.
Signing Official Signature
Page 2 of 6
FTSE 04-16

PROJECT NARRATIVE
Dominion Land Corp. is proposing to construct a light industrial business park that will serve multiple
tenants and land uses. There are three future separate outparcels fronting US Hwy 17. The latitude and
longitude of the property are 34' 20' 58" N, 77' 43' 53" W. The surrounding uses are vacant woods, or
single-family residences. The project will tie into the Pluris Hampstead LLC forcemain along Hwy 17.
Our flow will be broken into phases, with the initial phase being for 6 taps for light industrial use
totaling 2160 gpd, with ultimate buildout being 13,500 gpd based on planned uses on the outparcels and
the remaining light industrial park (offices and laydown yards for contractors, etc.). Our pumps were
designed for both conditions along with the pressure to overcome provided by Pluris Hampstead, LLC
for today's conditions and ones they provided for full buildout. All the collection system will be
permitted in this submittal with future permits for the additional flow. The gravity sewer will. total 1620
LF of 8-inch gravity main to serve the development. The pump station is designed at 25 gpm at 235
TDH, with 800 LF of 2-inch forcemain. This maintains the 2 fps in the forcemain line as required.
2

• File an Annual Report/Amend an Annual Report • Upload a PDF Filing g • Order a Document Online •
Add Entity to My Email Notification List • View Filings • Print a Pre -Po
pulated opulated Annual Report form •Print
an Amended a Annual Report form
Business Corporation
Legal Name
Dominion Land Corporation
Information
Sos1d: 0666570
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 3/7/2003
Fiscal Month: December
Registered Agent: Sanders, Nathan S
Addresses
Principal Office
110 Hinton Ave
Wilmington, NC 28403-4734
Mailing
PO Box 3167
Wilmington, NC 28406-0167
Officers
Vice President
Judia B Sanders
P.O. Box 3167
Wilmington NC 28406
Reg Office
110 Hinton Ave
Wilmington, NC 28403-4734
President
Nathan S. Sanders
PO Box 3167
Wilmington NC 28406
Reg Mailing
110 Hinton Ave
Wilmington, NC 28403-4734
Stock

Go-c.,
x . le MapS 34020157.8"N 77043'53.0"W
Map data ©2019 Google 100 ft
3 /2 8 /2 019