WQ0042254_Application (FTSE)_20210301

Permit Number WQ0042254
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, $ Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility Name
Sloop Point Mini Storage Private Pump Station
Location Address
Owner
Central Files: APS _ SWP
1/21/2021
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Fender
Facility Contact Affiliation
Owner Name Owner Type
Al McGirt Land Management LLC Non -Government
Owner Affiliation
Archie McGirt III
PO Box 15148
Dates/Events Wilmington NC 28408
Scheduled
Orig Issue App Received Draft Initiated
Issuance Public Notice Issue
Effective Expiration
1/12/2021
1� ye—'3-1-1s

PORT CITY CONSULTING ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NORTH CAROLINA,
28409
[phone]
TO: Dean Hunkele
N
127 Cardinal Drive
Wilmington, NC 28405
MER OF M1/U5nNnlMU
DATE 1 / 1 2/21
JOB NO.
ATTENTION
PHONE 4
RE: Sloop Point Mini Storage
Sewer Permit Submittal
Private Sewer acE n: i
N
WE ARE SENDING YOU ® Attached ❑ Under separate cover
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples
❑ Copy of Letter ❑ Change order ❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
1
Check for 480 each for application fee
2
One Original & one copy of: Fast Track Application and
Flow Tracking Form
1
USGS Quad Sheet
I
Sewer Narrative w/ pump station calculations
THESE ARE TRANSMITTED as checked below:
® For approval
❑ For your use
❑ As requested
❑ For review and
comment
❑ FOR BIDS DUE
❑ copies for
❑ Approved as submitted Resubmit approval
copies for
❑ Approved as noted ❑ Submit distribution
❑ Returned for corrections ❑ Return _ corrected prints
20 ❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO: File SIGNED: MaA N. Hcwq�o-ve,
If enclosures are not as noted, kindly notify us at once.

SEWER NARRATIVE
SLOOP POINT MINI STORAGE
SEWER DESCRIPTION
The proposed Sloop Point Mini Storage project will have a private bathroom for employees only
and will have a private 1 bedroom residential unit above the office where one of the employees
will live. The office will have up to two employees at 25 gal/day and the one bedroom apartment
will use 120 gal/day. A 2 HP Myers VH2O-21-35 duplex grinder station will be utilized to
handle the sewer flow and connect to an existing Pluris force main.

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: 1 15 � ' (to be completed by DWR)
All items must be completed or the application will be returned —
I. APPLICANT INFORMATION:
1. Applicant's name: AJ McGirt Land Management. 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: Archie McGirt. III per 15A NCAC 02T .0106(b)
Title: Manager of AJ McGirt Land Management, LLC
4. Applicant's mailing address: P.O. Box 15148
City: Wilmington State: NC Zip: 28408
5. Applicant's contact information:
Phone number: (910) 612-L Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Sloop Point Min -Storage
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing pemdt number: W000_ and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00_
3. County where project is located: Pender
4. Approximate Coordinates (Decimal Degrees): Latitude: 34�' Longitude: -77 6475°
5. Parcel ID (if applicable): 4204-76-9748-0000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Mark N. Hargrove, PE License Number: 019742
Firm: Port City Consulting Engineers. PLLC
Mailing address: 6216 Stonebridge Road
City: Wilmington
Phone number: [phone]
State: NC Zip: 28409-_
Email Address: mhargroveaec.rr.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Pluris Hampstead Waste Water Treatment Facility Permit Number: W 0037287
Owner Name: Pluris Hampstead, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0037324 Downstream (Receiving) Sewer Size: 10 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): Pluris Hampstead. LLC
FORM: FTA 04-16 Pagel 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 DEVI 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: 1Q0 % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .0103(220 )
"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, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140
Daily Design Flow °'s
No. of Units
Flow
Businesses - Offices
25 gal/employee
2
50 GPD
1 Bedroom apartment above office
120 gal/bedroom
1
J.WZPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gq b
Total Jed GPD %d ew
See 15A NCAC 02T .01 14(b). (d). (c)(1) and (g)(2) for caveats to wastewater design flow rates (i.e., minimum flow per V`t'
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).
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: 170 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
➢ 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: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 34_420 Longitude:-77.65'
3. Design flow of the pump station: 0.00005 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 30_68 gallons per minute at 120.3 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
323
SDR21 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)(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 seoarations that shall be provided for sewer svatema,
® 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 buildiniz 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(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 webuage
➢ 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 15A NCAC 02T, the Minimum Design Critrr'a r (lie Permitting of Pumu Stations
_
and Force Mains (latest version)_ and the Gravity Sewer Minimmn Desitm Criteria flat st 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 sunaortine
documents.
2. Professional Engineer's Certification:
Mark N. Har
0
Engineer's name from
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: jJ/�,p
�/ o
o0
0o a�
o
e
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Archie McGirt, III
(Signature
name & title from Application Item I.3.)
.....................
oe-
c
SEAL
019742
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:
Data: 12/10/20
FORM: FTA 04-16
Page 5 of 5

WvitJon uP Water N(-.oiu I c"
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Pluris Hampstead LLC
Project Name for which flow is being requested: Sloop Point Min -Storage
More than one FTSE ntay be required for a single project f the owner of'the WIVTP is not responsible for all pump
stations along the route of the proposed wastewaterflov.
L Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Pluris, Hampstead
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 0.050
e. WWTP facility's actual avg. flow 0.123
f. Total flow for this specific request 0.000290
g. Total actual and obligated flows to the facility 0.173290
h. Percent of permitted flow used 69%
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 Finn Daily Plow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Finn / 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 pealing 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): Pluris Hampstead LLC
Downstream Permit Number: WQCS0037324
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Randy Ilof_fer, Regional 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 11 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 Of icial Signalw•e
Title oj:Signing Official
Page 2 of 6
PTSE 10-18

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1 /21 /2021
North Carolina Secretary of Stale Search Results
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Limited Liability Company
Legal Name
AJ McGirt Land Management, LLC
Information
Sosld: 1611427
Status: Current -Active O
Date Formed: 7/20/2017
Citizenship: Domestic
Annual Report Due Date: April 15th
Registered Agent: McGirt, Archie J., III
Addresses
Principal Office Reg Office Mailing
3829 Carolina Beach Road 3829 Carolina Beach Road PO Box 15148
Wilmington, NC 28412 Wilmington, NC 28412 Wilmington, NC 28408
Reg Mailing
PO Box 15148
Wilmington, NC 28408
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Administrative Member
Archie McGirt , III
PO Box 15148
Wilmington NC 28408
https.1/w .sosnc.gov/online_services/search/Business_Registration_Results 1/1