WQ0042632_Application (FTSE)_20210803

Permit Number WQ0042632
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Central Files: APS _ SWP _
7/7/2021
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility
Facility Name MajorlNiinor Region
1541 New River Inlet Road Private Pump Station Minor Wilmington
Location Address
Owner
Owner Name
Persia Nova Construction Inc
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
6/29/2021
County
Onslow
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Frank F. Arooji
3919 Pleasant Plains Rd
Matthews NC 28104
Public Notice Issue Effective Expiration
. _ .,:.:.... Renuacted /Received Events _

STROUD ENGINEERING, P.A.
102-D Cinema Drive
Wilmington, NC 28403
[phone]
TO NC_'DE
WE ARE SENDING YOU x Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints El Plans
1-1Copyof letter ❑ Change order ❑
D TE , /�
OcVI
1�PIV\
\_II Yl-JC
NTION
/�
RE: J -4
I��I1�`✓,
the following items:
1-3SamplesEl Specifications
COPIES
DATE
NO.
C_ov �v. L� c- DESCRIPTION
�� O — �c -Tvr-r L — \ � 5�rn .c � �rtv\
"— rA o9-Ili •• Lk — SS Az
7Fn 6- -Ib
�� �ccr 'FT�E 10-18
THESE ARE TRANSMITTED as checked below:
❑ For approval
XFor your use
KAs requested
❑ For review and comment
❑ FORBIDS DUE
CIC'#'19og � ggn.c�
❑ Approved as submitted
❑ Approved as noted
[I Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO _ _ �I
SIGNED:�
If enclosures are not as noted, kindly notify us atus at once. U

STROUD ENGINEERING, R A.
CONSULTING ENGINEERS
102D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
W W W STROUDENGI NE ER. COM
LICENSE NO, C-0647
June 24, 2021
NCDEQ
Division of Water Resources
102 Cardinal Drive
Wilmington, NC 28403
attn. Mr. Dean Hunkele
Re: 1541 New River Inlet Road
Pressure Sewer Connection
Pluris North Topsail Pressure Sewer Collection System
Mr. Hunkele:
Please find the attached FTA 04-16, FTSE 10-18, supplementary maps and documents in support
of the applicant Persis-Nova Construction, Inc.
Thank you for your assistance with this matter. If you have any questions or concerns pertaining
to this project, feel free to contact me.
ctfully,
Ja Fentress
Stroud Engineering, PA
Attachments
JHF/lf
File W:\Master\PW-1548\Sewer\New River Inlet Road Sewer Permit App Covendoe
107B COMMERCE STREET 102D CINEMA DRIVE 3302C BRIDGES STREET
GREENVILLE, NORTH CAROLINA 27858 WILMINGTON, NORTH CAROLINA 28403 MOREHEAD CITY, NORTH CAROLINA 28657
252.756.9352 910.815.0775 252.247.7479

State of North Carolina
D 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
Applicatiou Number: WJ6 C)() 49-0(to be c=p1eW by DWR)
Ali items must be comnhted or the aonlication will be returned
I. APPLICANT INFORMATION:
L. Applicant's tame: PER.SIS-NOVA CONSTRUCTION, INC.
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ ❑ Municipal ❑ Other
3. Signature authority's name: Title: FRANK F. AROO.II, PRESIDENT
4. Applicant's mailing address: 3919 PLEASANT PLAINS ROAD.
City: MAT).TiEWS State: NC Zip 28104
5. Applicant's contact information:
Phone number:(704)-6&ti1205 Finail Address:[e-mail]
IL PROJECT INFORMATION:
1. Project name: 1541 NEW RIVER INLET ROAD
2. Application/Project status: ❑R Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQOO_ and issued date:
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: ONSLOW
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.5141 ° Longitude:-77.3739 °
5. Parcel ID (if applicable): 4288-2092-7169
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
L Professional Engineer: James IL Fentress, Jr., PE J%nce Number: 20643
Firm: _MQUD ENGINEERING, PA
Mailing address: 102-D CINEMA DR
City: WILMIN TON State: NC Zip: 28403
Phone number: [phone] Email Address: JfeFltress@,Strotdengineer.com
IV. WASTEWATER TREATMENT FACILITY (WWII) INFORMATION:
1. Facility Name: NORTH TOPSAIL WWTP Permit Number: W/0005849
Owner Name: PLC, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF):
1. Permit Number(s): W lt? 7535 Downstream (Receiving) Sewer Size: 2 inch
System Wide Collection System Permit Number(s) (if atrolicable): WQCS_
Owner Name(s): PLURIS, LLC
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
l . If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No nN/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 RN/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):
0 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. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(Dl
Daily Design Flow',b
No. of Units
Flow
8 BEDROOM BEACH HOUSE
120 gal/ DAY
8
960 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gaU
GPD
gal/
GPD
Total
960 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 Lin 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: 960 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: ETA 04-16 Page 2 of 5

VIA. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
NA
➢ 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: PUMP STATION
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.5140 Longitude:-77.3739 °
3. Design flow of the pump station:0.00096 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 32 gallons per minute at 56 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
100
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:
❑X 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: PTA 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) [9'Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided 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-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 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 alteratives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ 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) [9 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? 9Yes ❑ 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 4No ❑ 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:
I. 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 Mininnnn 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 supporting documents.
2. Professional Engineer's Certification:
�E �t --XL attest that this application for
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: !
„0"011111"1"
i
+QV �2•'•9
/
; ¢ SEAL. yam;
.....
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Application Item I.3.)
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 143.215.6B, 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.
Signa re: Date:
FORM: FTA 04-16 Page 5 of 5

CA202105600369
SOSID 0444228
Date Filed: 2/2512021
�i BUSINESS CORPORATION ANNUAL REPO Fore, cElaine
�ou,T s reta'<y of state
;4<^_
CA2021 056 00369
NAME OF BUSINESS CORPORATION: Persis-Nova Construction, Inc.
0444228 nrng Office use Only
SECRETARY OF STATE ID NUMBER: STATE OF FORMATION: NC
REPORT FOR THE FISCAL YEAR END: 1 2/31 /2020 MAE
SECTION A: REGISTERED AGENT'S INFORMATION
�. ®Changes
1. NAME OF REGISTERED AGENT: FRANK F AROOJI
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS 8 COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
3919 Pleasant Plains Road 3919 Pleasant Plains Road
Matthews, NC 28104-5955 Union Matthews, NC 28104-5955 Union
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Horde Builder
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS
3919 Pleasant Plains Road
Matthews, NC 28104-5955 Union
3. PRINCIPAL OFFICE EMAI Privacy Redaction
o• .o
5. PRINCIPAL OFFICE MAILING ADDRESS
o..
3919 Pleasant Plains Road
Matthews, NC 28104-5955 Union
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME: Frank F. Arooji NAME: Ebrahlm S. MOwlayl NAME:
TITLE: President TITLE: Secretary TITLE:
ADDRESS:
ADDRESS:
6235 Greystone Drive 911 Lillieshall Road
Matthews, NC 28104 Union Waxhaw, NC 28173 Union
ADDRESS:
SECTION D: C R IF ON OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business
entity.
fir �� em DATE
Form must be sign al by an o� Ff --unndeerr Seclio�l9s-fe,
Fran((- F. l?-r�n� Pres4er f
Print or Type ame of Officer Print or Type Title of Officer
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $25
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 276264525

F3ivis(nn of Yde�a� Stc r;eurc e•s
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: PRESTIGE BUILDING GROUP LLC
Project Name for which flow is being requested: 1541 NRIR
More !iron one FTSE ntay be requiredfor a single project if the owner of lite WWTP is not responsible for oli punip
stations along the route of the proposed wastewaterflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Pluris North
b. WWTP Facility Permit 4: W000051
rr�
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
All flows are in MGD
1.542
0.12500
0.72600
0.00960
0.133560
55 %
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)
(n)
(C) (D)=(II+C) (E)=(A-D)
Design
Average
Approx.
Obligated,
Pump Pump Daily
Current
Not Yet Total Current
Station Station Firm Flow**
Avg. Daily
Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pt),
Flow,
Daily Flow, Obligated Available
Number) No. MOD MOD
MOD
MOD Flow Capacity***
PS 49 W00034483 2.14 0.856 0.350 0.120 0.470 0.386
* 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): North Topsail Beach Consolidation
Downstream Permit Number: WQ000275
Page 1 of 6
F"1'Sh 10-18

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 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 Signature
Date
Page 2 of 6
I�ISI In 11,,

Hunkele, Dean
From: Jimmy Fentress <[e-mail]>
Sent: Friday, July 30, 2021 8:17 AM
To: Randy Hoffer, Hunkele, Dean; Kaarin Williams
Subject: RE: [EXTERNAL] RE: ADD INFO: 1541 New River Inlet house private PS - pending
WQ0042632
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Thanks Randy
From: Randy Hoffer <[e-mail]>
Sent:3fiutsday, hA`f 29, 215213:30 443i
To: Jimmy Fentress <[e-mail]>; Hunkele, Dean <[e-mail]>; Kaarin Williams
<kwil [e-mail]>
Subject: RE: [EXTERNAL] RE: ADD INFO: 1541 New River Inlet house private PS - pending WQ0042632
I don't know what I did. I had it saved in my files and just sent the blank.
From: Jimmy Fentress <[e-mail]>
Sent: Wednesday, July 28, 20219:38 AM
To: Hunkele, Dean <[e-mail]>; Kaarin Williams <[e-mail]>; Randy Hoffer
<[e-mail]>
Subject: [EXTERNAL] RE: ADD INFO: 1541 New River Inlet house private PS - pending WQ0042632
Dean,
The attached application compilation includes the applicants email address. This is intended to also remind Randy that
the FTSE needs to be completed in accordance with the email below. Please let me know if you need anything else.
Thanks,
Jimmy
James H. Fentress Jr. PE 20643, PLS L-3902
Stroud Engineering, PA
302D Cinema Dr.
Wilmington, NC 28403
910.815.0775 x323
From: Jimmy Fentress
Sent: Friday, July 16, 2021 11:52 AM
To: Hunkele, Dean <[e-mail]>; Kaarin Williams <[e-mail]>; Randy Hoffer - Pluris LLC
<rhofferCp@ p I u ri susa.com>
Subject: RE: ADD INFO: 1541 New River Inlet house private PS - pending WQ0042632

Dean,
I have told them so. They build and lease these deals as a business. They are now aware.
Thanks,
jimmy
From: Hunkele, Dean <dean.hunkelePncdenr.gov>
Sent: Friday, July 16, 2021 10:55 AM
To: Jimmy Fentress <[e-mail]>; Kaarin Williams <kwiIIiams(a)pIUrISUsa.COm>; Randy Hoffer - Pluris
LLC <[e-mail]>
Subject: ADD INFO: 1541 New River Inlet house private PS - pending WQ0042632
Importance: High
Jimmy,
The Flow Tracking form was signed by Randy but wasn't completed.
Please confirm the email address for the applicant as its incomplete on the application. Applicant knows they will need
to transfer permit if they aren't going to own and lease it, correct?
Dean Hunkele
Environmental Program Consultant
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
[e-mail]
Wilmington ReliI Offlct!
127 Cardinal Drive Ext
Wilmington, NC 28405
https•//link caltech com/u/f70078dl/KFnOgKnv6xGPDT8th3soMg?u=httP%3A%2F%2Fdeg nc gov%2Fcontact°/2Fregional
offices %2 Fw i l m i n gto n
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emails; it is
recommended that confirmation be printed and/or saved.
Links to both trackers can be found on the sewer permitting site here: https:/Ilink.caltech.com/u/684937fc/EnTOgKnv6xGO-
z8th3so Mg?u=h ttps%3A%2 F%2Fdea. n c.gov%2 Fa bout%2 Fd ivis ion s%2 Fwater-resources%2Fwater-resources-perm its%2 Fpe res%2Fco llectio n-
systems-permits

S;10Rf aR
PE TES
WAY
tz
l' s40
v
C
Narth SCtS (1!1 r
��
Gclf Ccz;Z Q
H `
y
�J
V^
r-
w �
aj
s �
L�
z 70
J Q
Lo of A
V+ �° 3
Q OP 'A2O9
Goose
Bay
6A
iGyrS�ail
6sach
NORTH od 01,
TOPSAIL -14
BEACH
SARATOCiARb x
V h
colk
G
S1'\E�4 RANK
J
GAO IIICCY, im c �V
l
F�\vp� 6AY r`pF
n
tGK GOv� LN flA�y
CtiAl
0
'70
v z�
�
c
�N P:1, J�
Alligator Bay .SRC
I
l
Chadwick Bay
7
's oR v-
SITE
ATLANTIC
OCEAN

1541 NEW RIVER INLET ROAD
}
CONNECTIONPRESSURE SEWER
.-
r Me:O �a �
n �
v v t� IFS
pt
s j /-
e`j,a
1 -
., ;Shell
I
roe 4 �_ > ,�-� � f � • '^"." -M. Z'v' : 1 ^ ' 1 � it
Y
1 'KF X bP
Google Earth L
Y f' �•
© 2021 Google `--�
Image © 2021 TerraMetrics
Data SO; NOAA, U.S. Navy,
Inlet Rd
4000 ft
-
A
N

\\ -------------------------------------------------
\ EX ASPHALT
\ DRIVE
\ 42
\\ DEEDSI
\ \ 20' WIDE MAP\
\ SPHAL T \ USE
\ \ INV
\ 25.4
. k\1
\ -. -
_.. 28
.27
EXE \ gyp, c? --�-. _....-..-.��._...............
27. 9 R=30';,--
-
\\ EX E -X-2-B.-4-------- x2-8. - $ MIRE-
\ 28.1 I ASPHALT
CP
a.
28
I EX Ep R=30`-
I 28.4x I
I r INV
I I
25.2
I I
� I i
I I
44 I I
I
I � I

It rA�t BIZ
uttu bljUK Zv4y rAbt .J4b
DEED BOOK 2449 PAGE 346
DEED BOOK 3800 PAGE 163
NWAY II
LOT 4 GREENWAY I[
LOT 5 GREENWAY 11
LOT 7R GREENWAY It
PAGE 122
MAP BOOK 25 PAGE 122
MAP BOOK 25 PAGE 122
MAP BOOK 53 PAGE 104
RP
ZONE - RP
ZONE = RP
ZONE = RP
DENTIAL
USE = RESIDENTIAL
USE = VACANT
USE = VACANT
)R (ED/
'w
START START'
ED INV
EX DITCH EX DITCH8.0
=�9—.—
INV Zg8.0 INV B.0
INV INV
6 8 26 2
-,
EX 15" CMP ez--
-42— IST ING -`
-- TB
bti ...
.,.��—,��
-.. -. --
sr - .- BREAKDRAINAGE
--.. --_
.. 82
_ .-.—
_ z7
iz _._ ._ EX 15' C6� ....PROPOSED
--- --....
ez. -
�—.
-_ ....
sz .... z ....
NYORANTgZ-
.............zZ--.......
€X-b'�_WA7ER4PCt1.1.-Bz3'
~�SPHACT------%2-9.8------V-CONCJ3EADIALL-
WIDE
PROVIDE 20 LF 15' HOPE
.
30.2------------.
g.4
AT EACH DRIVEWAY
—x29-8_—__-__q�-_—_—tt-----------_—_—_—_—_--------x
EXISTING
-.
DRAINAGE
v
.--
BREAK �
/�7./.':
2T
)ITCH
27.8
CFI
149
INV INV
2'-5-2274.... .._ 57�2.----- 27�L.. z9 INV INV
-INV .-.-..
_ . ez T21, - 28 ::z7j. ....
2.6V6 26 .26.5 28. INV .- INV .
27 ..-..--27... 26.3 ---. .. 26.2 -
------------- ________
START EX DITCH
E% DITCH
_______________
PROPOSED WATER EX DITCH
---------- __
EX DITCH
____ PROPgSE
19' SJT [y1TY_
- ��'
INV 28.3 IN 27 3
SERVICE (TYP) INV 26.7
INV 27.0
EX DITCH
EX DI1
REMOVE DEBRIS
INV 26.5
INV 2E
AND REESTABLISH
DITCH FLOW LINE