WQ0042328_Application (FTSE)_20210308

Permit Number W00042328
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 _
2/18/2021
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Warehouse Private Pump Station Minor Wilmington
Location Address County
Brunswick
Owner
Owner Name
S&H Investment Group LLC
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
2/15/2021
Regulated Activities

State of North Carolina
DWR Department of Environmental Quality
1-01 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: Q()6qa � (to be completed by DwR)
RECEIVED
All items must be completed or the anplication will be returned
I. APPLICANT INFORMATION: FEB 15 2021
1. Applicant's name: S&H Investment Group, LLC (company, municipality, HOA, utility, etc.) MNCDEQ
2. Applicant type: ® Individual ❑ Corporation ❑ General Partnership ❑ Privately-Ownedu�i���Ji lity
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: James A Hardwick, Jr per 15A NCAC 02T .0106(b)
Title: Owner
4. Applicant's mailing address: 2430 Wise Rd
City: Conway State: SC Zip: 29526-_
5. Applicant's contact information:
Phone number: [phone] Email Address: hmetalnsccoast.net
1I. PROJECT INFORMATION:
1. Project name: S & H Investments
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing pennit 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: Brunswick County
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.038418' Longitude:-78.246588'
5. Parcel ID (if applicable): 1520004412
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: David W. Norris License Number: 27703
Firm: DN En ing eering
Mailing address: 4664 Dock Rd
City: ConwayState: SC Zip: 29526-_
Phone number: [phone] Email Address: dnorris dnen ing eerine.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: West Brunswick Waste Water Reclamamtion Facility Permit Number: W00023693
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF):
1. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: _ inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Narre(s):
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
I. 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: % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ❑ No
➢ If yes, urovide a couv of flow reduction auuroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(fl)
Daily Design Flow °,b
No. of Units
Flow
Office Facilities
25 gal/employee/shift
15
375 GPD
Warehouse
100 gal/bay
6
600 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
175 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: _ 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
4
75
PVC
4
1
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: Privat
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.038418' Longitude:-78.246588'
3. Design flow of the pump station: 0.0001 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 29 gallons per minute at 85.0 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
1.5
90
Poly Tubing
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)):
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 be provided for sewer systems:
Z 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 sloe 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(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 webnage
➢ 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 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with ISA 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 reauest is reunited Prior to submittal of the Fast Track Aoolication and supportine documents.
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. Appljcapt's Certification per 15A
that this application for
Kas 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: i Date:,'7' /J' —�/
FORM: FTA 04-16 Page 5 of 5

rs
R %
Division of Water €:as<xerces
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: James A. Hardwick
Project Name for which flow is being requested: Sand H Investments
More than one FTSE maybe required for a single project if lire owner of the WWTP Is not responsible for all pump
stations along the route of the proposed wastewaterJlow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: WEST BRUNSWICK WWRF
b. WWTP Facility Permit #: WQ 0023693
AUflows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
6.000
0.1418
3.507
0.000975
3.650
60.8%
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 Regional FM
Downstream Permit Number: I WQ0023693
Page 1 of 6
PIT'CF In_19

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.
Signature
Title of Signing Official
Zc— . 1414z--oz o
Page 2 of 6

S&H Investment Commercial Proiect
Sewer Report
The project consists of two commercial buildings (building A — 5200 sf & building B —
14,000 sf) on a 3.08 acre tract. Majority of the usable spaced (approximate 75 % for
building A & 70% for building B, respectively) with the remaining space being for office,
break area and restrooms. The buildings will be constructed in two phases, though the
site work improvements will be completed in one phase. The property is located off of
Old Ocean highway (Hwy 17 Bus.), just east of US Highway 17 in Brunswick County,
North Carolina.
The proposed sewer system will consist of 215 If of 8" pvc (sdr-35) sewer service lines
(for both buildings), one individual small grinder lift station (serving both buildings) and
90 If of 1.5" ploy -tubing (sdr-9) sewer forcemain. The proposed sewer system will
connect to an existing 10" forcemain on the opposite side of Old Ocean Highway as the
project. The existing forcemain is owned and maintained by Brunswick County.
The sewer/lift station calculations are based on the following:
1.) Projected flow:
Office Facilities:
15 employees x 25gpd/employees = 375 gpd
Warehouse:
6 bays x 100 gal/bay = 600 gpd
Total average day flow: 375 + 600 = 975 gpd
2.) Peak Flow = 2.5 x 975 gpd = 2438 gpd or 1.70 gpm
3.) The design reflects an 6" diameter PVC pipe to be installed at a minimum grade; of
1.00% Using Manning's equation and roughness coefficient of 0.013, the maximum
capacity of the gravity sewer is 251 gpm. Therefore, the conclusion can be made
the proposed gravity system (service line) as designed can handle the flows created
by this project.
5.) The project tie in point will be the existing 10" dia. PVC forcemain in the R/W of
Old Ocean Highway owned and operated by Brunswick County. The anticipated
highest pressure at the connection point will be 27 psi (62.50 ft. of head).
6.) The approximate lift for the sewer flow -measured from the bottom of the wetwell
(wetwell -84" in depth) to the maximum height (2 ft change in grade) to which the
pump will have to overcome (51.50') is 10.00 ft.
7.) The total head equals the manifold pressure at the connection point 62.50
the static lift (10.0 ft.) for a total of 72.50 ft.
* No. 2110

8.) The friction loss in the 1.50" dia. forcemain will be based on 1501f (90.0 ft of
forcemain + 60.0 ft for loss through various fittings and bends).
9.) The pumps selected are duplex Crane grinder pumps Model OGP-L, 2.0 hp, single
phase, 345 RPM operating at 29 gpm flow rate at 85.0 ft. of head in a fiberglass basin.

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WASTEWATER FORCE MAIN PRESSURE DETERMINATION
The Brunswick County Wastewater Force Main Model has been run to provide the estimated hydraulic grade line
elevations in the force main at the connection point provided by the Design Engineer. The hydraulic grade line data is
provided below. The estimated HGL data is based upon permitted flow in the main as of the date of the model run and any
flow from the proposed Project Previously submitted by the developer as noted below. The HGL data of the force main
y not include other projects currently under design and is subject to change as additional connections to this force main
mustare �ac�cofo thetirtted. 11110 enEngineer ran is responsible for the design of the pump station associated with their Project and
range pressures possible in the force main.
HGL data is provided as a service to the Design Engineer and as an aid to the Design Engineer in the preparation of
design calculations for the pump station and force main associated with their project The County assumes no liability for
the design of any Pump station or force main associated with the project shown below. The Design Engineer is solely
responsible for the design of the pump station and force main for the referenced project
Brunswick County reserves the right to require modifications to the Pump station design and force main sizing after full
Pump station and force main design calculations are submitted as a part of the project submittals.
PROJECT NAME: Holt Oil Co. US 17/17 Bus.
DESIGNER: Phil Norris, P.E.
ENGINEERING FIRM: Norris & Tunstall
PROJECT DESIGN PUMP DISCHARGE (gpm): 5
(From Design Engineer)
EXISTING FORCE MAIN SIZE/TYPE: 10,,PVC
CONNECTION POINT ELEV. USED IN MODEL: 41.5'
PROPOSED CONNECTION LOCATION: Across from Eastern propert line of 1520004402
ra %JrvAGL 51ARUN ONLY I ALL PERMITItD PUMP STATIONS F
DISCHARGE HYDRAULIC GRADE LINE HYDRAULIC GRADE LINE
(GPM) iconv..
NOTES:
This HGL report maybe used for the S a H deveIopment:
DATE: j0/14/2013 beside Holt Oil for connection to the county 10-inch
force main - Brunswick County Building Permit
BY: Application # 471176
JDM Wm. L. Pinnix, P.E.
Director of Engineering