SW8041133_CURRENT PERMIT_20060725

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 041133
DOC TYPE
IN CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

OFFICE USE ONLY
Date Received Fee Paid Permit Num1wr
E� t sf Sw804-1133
K)d.
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORi41WATER MANAGEMENT PERMIT APPLICATION FORM
17ris farur ma), be plzoroc:opied fi)r use a.s an original
1. CENERAL INFORMATION
1. Applicants name. (specify the name of the corporation, individual, etc. who owns the project):
Sal Bonomolo
2. Priut Owner/'Signing Official's name and title (person legally responsible for facility and compliance):
Sal Bonomolo, owner f -1
3. Mailing Address for person listed in item 2 above
762 Corcus Ferry Road
City: }lanrpstead G
Telephone Number: 2 7
State: N-C. �j r1 /iP; 284443
r�f
4. Project N,ime (subdivision, facility, or estabhMinient name - should he consistent with project name on plans,
specification~, letters, operation and maintenance agreemen(s, etc.):
Sal Bonomolo "Tract
5. Location of Project (street address):
lrrlersection of US 171 NC 210 and NCSR 1568
(,jty; `1'opsarl 'I'owrrsln
Cotllrty: Pender
6. Directions to project (from nearest major intersection):
From the intersection of US 17 and NC 210 in Hampstead, north on US 17 approximately 1.5 miles to NCSR
1568, site on right.
7. Latitude.. 340 22' 51" N Longitude•, 770 41' 42" W
S. Contact person who can answer questions about the project:
Namo: David K. Newsom, IT (Crystal Coast Engineering, NA) Telephone Number:
H. PE10-11T INFORI IATION:
I. Specify whether pro?ject is (elreck one): X New Renewal
Forul SWU-101 Version 3,99
Page l of 4
of project
910 r 325-0006
Modification

2. if this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number n/a and its issue date (if known) n/a
3. Specify the type of project (clieck one):
Low Density __.X _ High Density Redevelop __General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major X Sedimentation /Erosion Control �404/401 Permit �_NPDES Stormwater
Information on required state permits can be obtained by contacting the Custotner Service Center at
1-877-623-6748.
Ill. PROJF,CT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater will be collected and treated in an infiltration basin.
2. Stormwatcr runoff from this project drains to the Cape Fear River basin,
3. Total Project Area: 3.13 Ac acres 4. Project Built Upon Area: 53.5 %
5. How many drainage areas does the project have'? I
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
=Basrn�tnformattok— . `, _ r
°arg r rma 'e`Area�
D
11 'r "Sri :..r ,, _ .� 3 _t �..a.
, z �7�sii Dratnage�Area 2,�!
Receiving Stream Name
UT Old Topsail Creek
Receiving Stream Class
SA:HQW (<0.5 mi)
Drainage Area
59,921 sf (1.37 ac)
Existing Impervious* Area
808 sf ( to be removed)
Proposed Impervious*Area
46,989 sf (1.08 ac)
% Impervious* Area (total)
78.42%
t,. t �: *,...v„ ,,;.��.., �, ar
^Impervrou5 Surfac c Area �,:,f
�"� � �Drarria le Area; l° .�:
b _
"�� �;'t '" "„"; r•„ � �'
; k .Drainage Areati2 ,���
On -site Buildings
23,348 sf
On -site Streets
On -site Parking
23,641 sf
On -site Sidewalks
-0-
Other on -site
_0_
0 -srte future reserve
Total: 46,989 sf (1.08 ac)
Total:
* Irrtperi,iotu area is defined rrs the built upon area including, but not limited to, buildings, roads, parking Areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

How was the oft -site impervious area listed above derived? tVa
W. DEED RESTRICTIONS AND PROTECTIVE COVENAN,rs
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future cievcloprttent prior tit the Sale of any lot. if lot size-, vary significantly, a table
listing each lilt number, size and (lie allowable built -upon area for each lot trust be provided as an attachment.
1. The M11mving covenants uree intentled to ensure ongoing compliance tiritft state stornnvuler ntunugentexl permit number
N/A as issued l)t' the Dirision of lValer Oualily. These c'ot>emrms muY not be
taiunged or dc:leled without the coruml of the State.
2. No more than NIA square feet of an'v lot shall he covered br structures or uupert .ous materials.
lmpe�rrious materials include asphalt, grurel, concrele, brick, .donee, slate or.+•inrilur mulerlul 1>u1 elo not include mood
decking or the wwur surface uJ swinmting pools.
3, Slrules sholl not be filler! in, piper!, or ultered e cepi as necesserly to proride. driveu'ut' c'rossings.
a. Buih-upon area in e.rc•css of the permitted amotent requires a state stw•mtuater management permit moeificalion prior to
consirm.,lion.
5. All permitted runoff from outparcels or jtture development Shull be directed into the permitted siornnvuter Control
crslem. These c•ounections to the slorlmraler• conlrol syslem shall lie performed in a munner that maintains the integrity,
and peg furnrance r}fihe s,rste:m as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
clairuing under them, that they will run With the laud, that the required covenants cannot be changed or deleted
Without. ronCurrence from the State, and that they will be recorded prior to the sale of any lot.
V, SUPP1,ItMENT FOItN1S
The applicable state mormwater management permit supplement form(s) listed below must be Submitted for each
13M1' specified for this project. Contact the Storni`vater and General Permits Unit at [phone] f'ot'.tlle Status
and availability of these fomis.
Fortn SWU-102
Wet Detention Basin Supplement
Dorm SWU-I(l3
Infiltration Basin Supplement
Form SWU-104
Lo)v Density Suppletnent
Forth SWU-105
Curb Outlet System Supplement
Furor SWU-106
Off -Site, System Supplement
Forth SWU-107
Underground Infiltration Trench Supplement
Dorm SWU-108
Neuse ]fiver Basin Supplement
Morro SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Pade 3 of 4

1. SUB1'IITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed helow. The complete applicatinu package should he
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
[text to each dent.
Initials
• Original and one copy of the Stormwater Management Permit Application Form Y(/j/
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $ l20 (payable to NCDENR)
• Detailed narrative description of stormwaler
• Two copies ofplans and specifications, including:
- Development/Project name
Engineer and firm
-Legetld
- North arrow
Scale
Itevisio❑ number b:, date
- Mean high water line
- Dimensioned propertylproject boundary
- Location snap with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and momiwaler control measures
- Wetlands delineated, or a note on plans that none exist
- lixisting drainage (including cuff -site), drainage casements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VI1. AGENT AUTHORIZATION
ll'you wish to dcsignale authority to another individual or firm so that they may provide information oil your
behalf, please complete this section.
Designated agent (individual or iirm):Crystal Coast Engineering, PA
Mailing Address; 3817-3 Freedom Way
City: Hubert State: NC 7ip:28539
Phone: 1 910 ) 325-0006 Fax; 910 325-0060
Vlll, AI'I'[.ICAN'I"5 CER'fIFICA`1'ION
I, (prim or l.ype name o person listed in General Injornualion, irem 2) _.w........_ Sal Bonomolo
certify that the information included on this permit application fonn is. to the best of my knowledge, correct and
that the project will be consl -acted in conformance with the approved plans, that the required deed restrictions
and protective covenants 1 be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1.1000, ------- 17
Siguat
1=orm SVt1-101 Version 3,99 fade 4 of 4

y ..
Permit No. 5WY041�33
(to be provided by D 1YQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT �-
This form may be photocopied for use as an original SEP I � ,006
DWQ Stormwater Management Plan Review: T''��-��
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, dcsigm calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
1. PROJECT INFORMATION
Project Name: Sal Bonomolo et al Tract
Contact Person: David K. Newsom, PE
This worksheet applies to: Basin No. 1
{(Fs idenlifierl on plans)
Phone Number: ( 910 ) 325-0006
in Drainage Area I
(from Form SWU-191)
I1. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon in actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type Fin&MedSand
Infiltration Rate 2•0 in/hr or cflhrlsf (circle appropriate units)
SHWT Elevation 29.7pvmMaJwm4.s finsl (Seasonal High Muter Table elevation)
Basin Design Parameters
Design Storm 1.5 inch (IJ inch event for SA ivaters, I inch event for others)
Design Volume 5,661 c. f
Drawdown Time 1.21 days
Basin Dimensions
Basin Size S0 ft. r 16.74 ft. = 1,339 sq. ft. (bottom dimensions)
Basin Volume Provided 4;686- c,f, Cote pP/ C2Lu1 ah�n 5 C,,W /w?- 00
Basin Elevations
Bottom Elevation 32.14 fmsl
Storage Elevation 34.64 fmsl
Top Elevation 35.00 fmsl
Fc)rm SWU-103 Rev 3.99 Nige 1 43

'r 111. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
%/ .lr a.
G b.
C.
d.
e.
41/ g-
JAl h.
t-1
P.
q•
S.
— &I-OZ
System is located 50 feet from class SA waters and 30 feet from other surface waters.
System is located at least 100 feet from water supply wells.
Bottom of system is at least 2 feet above the seasonal high water table.
Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
System is not sited on or in fill material or DWQ approval has been obtained.
System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
Drainage area for the device is less than 5 acres.
Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
System captures and infiltrates the runoff from the first 1.0 inch of rain4Zached.
event for
areas draining to SA waters ). Design volume and infiltration calculations
System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
A pretreatment device such as a catch basin, grease trap, filter strip, grassed Swale or
sediment trap is provided.
Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense veget ve cover is provided.
Vegeta d filter is rovided for overflow and detail is shown on plans (Required minimum
length 50 feet r SA waters, 30 feet for other waters).
Flow distri ution mechanism within the basin is provided.
A benchmark is provided to determine the sediment accumulation in the pretreatment device.
Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-lo3 Rev 399 Page 2 of 3

'f IC'. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
l . After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, niow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads 1.0 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print I`
Addre�
Phone:
Signat
Note: The legally respor�ble partyshould not be a homeownefs association unless more than 50%of'1he lots have been sold and a
resident of the subdivision has been nrurred the president.
/, ( ( a Notary
nPublic
rfor the State of � County of
do hereby certify ihat�[JlTi� C�� personally appeared before me this
day of and acknowledge the due execution of the forgoing infiltration basin maintenance requircments.
Witness my hand and official seal,
OFFICIAL SEAL
SEAL MARYE.$LACi($UAN Mycommrssianexpires
NotaryPublfc- North Carallna
PENDER COUNTY
My Commission Expires
Form SWU-103 Rev 3.99 Page 3 of 3

INFILTRATION BASIN ANALYSIS FILENAME: 880QSUNBAS|N\041133.notO � ��VK1
. ` ^ -`..
PROJECT NUMBER: GVV8 DATE: 18-Oot-06 ^
PROJECT NAME: aka Hampstead Furniture
DRAINAGE BASIN: RENEVVE��
RECEIVING STREAM: k CLASS:
Index No.: '12 IfC)RVV.iusite within the 575'AEC?
G|TEAREA
SF
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
OTHER
Rational C
0.98
% IMPERVIOUS, 1=
SOILS INFORMATION
ELEVATION OFSEASONAL HIGH WATER TABLE
SOIL TYPE
REPORTED INFILTRATION RATE
SURFACE AREAS / ELEVATIONS /VOLUMES
46QOQ
Place a "'I" here if Rational
FEET
n '4" hid 7Ld
e me
TOP
VOLUME DEPTH DRAWDOWN
CALCULATION
DESIGN STORM.
INCHES
DESIGN VOLUME
5661
CUBIC FEET
TOTAL VOLUME AVAILABLE
6476.25
CUBIC FEET
DEPTH OF RUNOFF
2.50
FEET
TIME TO DRAWDOWN
29.0
HOURS
MUST BE <120
25 YEAR 24HOUR STORM N/A
Intensity, i= 33 inches /hour
Qr=CiA=
0.37
CFQ
Opthrough the bottom ofthe baoin=
0.08
CFS Must bo>Or
1QYEAR 10MIN HIGH INTENSITY EVENT
Intensity, i=5.3.inches /hour
Volume for 10yr. 1Omin. event =
4280.97
CF< 6475.25CF
COMMENTS
Volume and drmwdowm are (not) within Design Requirements.

North Carolina Secretary of State
Page 1 of 2
North Calroiina
ZllgM ° Elaine F MarshallDEPARTMEW of �
�.
Secretary SECRETARYOF STATE
y
am PO Du 24622 Utloh. NC 2762"622 (919P?.204G
Account Login Register
Date: 1115/2014
Click here to:
View Document Filings I File an Annual Report
J Print a pre -populated Annual Report Form I Amend A Previous Annual Report
Corporation Names
Name Name Type
NC NICOLE RENEE LEGAL
INVESTMENTS, INC.
Business Corporation Information
SOSID: 1022479
Status: Current -Active
Effective Date: 111612008
Citizenship: DOMESTIC
State of Inc.: NC
Duration: PERPETUAL
Annual Report Status: CURRENT
Registered Agent
Agent Name: CASTORO, TONI
Office Address: 638 CORCUS FERRY ROAD
HAMPSTEAD NC 28443-8255
Mailing Address. 638 CORCUS FERRY ROAD
HAMPSTEAD NC 28443-8255
Principal Office
Office Address: 638 CORCUS FERRY ROAD
HAMPSTEAD NC 28443-8255
Mailing Address: 638 CORCUS FERRY ROAD
HAMPSTEAD NC 28443-8255
Officers/Company Officials
Title: rr762
ESIDENT
Name: LVATORE BONOMOLO
Business Address: CORCUS FERRY RD
MPSTEAD NC 28443
Title: SECRETARY====--—
Name: TONI CASTORO
Business Address: 638 CORCUS FERRY RD
HAMPSTEAD NC 28443
Title: TREASURER
Name: THERESA BONOMOLO
Business Address: 762 CORCUS FERRY RD
HAMPSTEAD NC 28443
Stock
http:l/www.secretary.statc.nc.us/corporations/Corp.aspx?Pitemld=8724782 11 /5/2014

North Carolina Secretary of State
Page 2 of 2
Class Shares No Par Value Par Value
COMMON 100000 YES NIA
This websile is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
4518
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=8724782 11/5/2014

DEPAR7MFy�
_ BUSINESS CORPORATION
P� ANNUAL REPORT
NAME OI' I3tJSINI;SS CORPORATION: Nicole Renee Investments, hrc.
FISCAL, YEAR ENDING: 1213112013
6�TDIOTRUNOT ]WNMI P11mj3ltl*RW0)lZ-YM
NATURE OF 13USINESS: Reul Estate Investing
REGISTERED AGENT: Castoro, 'Toni
REGISTERED OFFICE MAILING ADDRESS: 638 Corcus !Ferry Road
Hampstead NC 28443-8255
E-Filed Annual Report
8724782
Do not data enter manually.
fyl I>ry 1 DD7 � 1►[fD] L� 1it17:ti� � Ul►�ilwl
RI'GIS"1'1?RED OI�1710E S'I'R1iE'I' AI)DRESS: 638 Corcus Ferty Road
Hampstead, NC 28443-8255 render County
PRINCIPAL OI^FICE'FEI.EPI-IONE NUMBI it: [phone]
PRINCIPAL OFFICI MAILING ADDRESS:
PRINCIPAL OFFICE, STREETADDRESS
PRINCIPAL_ OFFICERS:
638 Corcus Ferry Road
Hampstead, NC 28443-8255
638 Corcus Ferry Road
Hampstead, NC 28443-8255
Name: Salvatore Bonomolo Name: "Theresa Bonotnolo Name: Toni Castoro
y'rtle: president Title: D-easuret• Title: Secretary
Address: Address: address:
762 Corcus Ferry Rd 762 Corcus Ferty Rd 638 Corcus Ferry Rd
Hanilwead, NC 28443 Hampstead, NC 28443 Hampstead, NC 28443
CI RTWICATION OI, ANNUAL REPORT MIDST BE: COMPLEITFID BY ALL BUSINESS CORPORATIONS
Toni Castoro 3/14/2014
FORM MUST IIE SIGNED I3Y AN OFFICER OF TI IL CORPORATION DATE
Toni Castoro Secretary
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL RL"PORT FFF: I Paid MAIL TO: Secretary of State • Corporations Division • Post Offiicc Box 29525 • Raleigh, NC 27626-0525

State of North Carolina
Department of the Secretary of State
ARTICLES OF MERGER
SOSI D: 1022479
Date Filed: 10/22/2013 3:13:00 PM
Effective: 10/31/2013
Elaine F. Marshall
North Carolina Secretary of State
C2013 295 00280
Pursuant to North Carolina General Statute Sections 55-11-05(a), 55A-11-09(d), 55A-11-04, 57C-9A-
22(a), 59-73.32(a) and 59-1072(a), as applicable, the undersigned entity does hereby submit the following
Articles of Merger as the surviving business entity in a merger between two or more business entities.
1. The name of the surviving entity is NICOLE RENEE INVESTMENTS, INC., a corporation
organized under the laws of the State of North Carolina.
2. The address of the surviving entity is: 638 Corcus Ferry Road
Hampstead, NC 28443
The name of the sole merged -entity -is -PHI L-IP-PUTTER. INC., a corporation organized under
laws of the State of New York.
4. If the surviving business entity is a domestic business entity, the text of each amendment, if any, to
the Articles of Incorporation within the Plan of Merger is attached.
5. A Plan of Merger has been duly approved in the manner required bylaw by each of the business
entities participating in the merger.
6. These articles will be effective upon filing unless a delayed date and/or time is specified:
To be effective October 31, 2013, at 11:59 P.M. Raleigh, North Carolina time.
This the 15th day of October, 2013.
NICOLE RENEE INVESTMENTS, INC.
By:
vata nolo, President
I. Filing fee is $50 for Fo►-profit entities.
2. Filing fee is $25 for Non-profit entities.
3. This document must be filed with the Secretary of State. Certificate(s) of Merger must be registered pursuant to the
requirements of N.C:G.S. Section 47-18.1
(Revised September 2005) (Form BE-]5)
CORPORATIONS DIVISION P. O, BOX 29622 RALEIGH, NC 27626-0622
79232 '

ConnectGlS
Page 1 of 1
Name:
Deed:
Address:
Zip:
Deferred Value:
Neighborhood:
Property Address:
Property
Description:
1:258feet
PHILIP PUTTER INC
2580/ 169
16202 HIGHWAY 17
28443
0
2083
16258 US HWY 17
3.15 ACRES ON US HWY 17
1164/237
Parcels
PIN:
329
00003-42-8906�
Deed Date: 2/8/2005
City:
HAMPSTEAD
Land
686070
Value:
Total
1820014
Value:
Tax Codes:
G01 F29 R40 S64
Acres:
3.15
Pender County GIS
ti
Sate Price: 752500
Plat: NOPLAT
State: NC
Building 163944
Value:
Subdivision:
Zone: B2
Township: TOPSAIL
rt,Is mil; 16 Fit parec !*,We inventory e'reaI orcoeV
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="Cea ace 71, pats, era ere: Dutll: mc.is ana
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Mud to cansuhe7I.Dr re'.tr4calka Df the
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assumes nc legal ttaF[rslDli�''Dr the Infmr_vba
eanlAIMS Cr r15 map.
http:llgis.ponder-county.com/ConnectGI S Webl(S(4zsazvgx5mrmz 155y03xbt55))/Map/PrintWindow,aspx... 3/21 /2011

Details t Page 1 of 1
OPIN OName 0Account OTax Bill
Enter a parcel number
3293-42-8906-OOuO Search
Prinicpal Net Due Tax Bill
Select $9.493.22 $9,493.22 14A32934289060000
Select
$0.00
$0.00
13A32934289060000
Sele
$0.00
$0.00
12A32934289060000
Sele
$0.00
$0.00
11A32934289060000
Select
$0.00
$0.00
1OA32934289060000
Saiart
$0.00
$0.00
09A32934289060000
Select
$0,00
$0.00
08A32934289060000
Select
$0.00
$0.00
07A32934289060000
Select
$0.00
$0.00
06A32934289060000
Se_ Lw
$0.00
$0.00
05A32934289060000
12
Account Name: NICOLE RENEE
INVESTMENTS INC
Bill Number. 14A32934289060000
Bill Date: 08/27/14
Sill Account: 961703
Parcel ID: 3293.42-8906-0000
Description: 3.15 ACRES ON US HWY 17
1164/237
Real Property Value: $1,392,117.00
Defered Property Value: $0.00
Personal Property Value: $0.00
Exemption Total: $0,00
Origina$ Amount Due:$9,493.22
Original Penalty Due:$0
Amount Paicl:$0.00
Levy Due:$9,493.22
Intrest Due:$0.00
Balance Due:$9,493.22
Payment Detail
Map Location
View Parcel Card
Update Mailing Address
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http:llgis.pendercountyne.gov/TaxBillSearchidetails.aspx 11 /5/2014

Design Calculations
Infiltration System
for
Sal Bonomolo et al
July 18, 2006
1. Project Description
The project consists of construction of retail facility (furniture store) on a 3.13 acre tract located at the southeast
quadrant of the intersection of US 17 and NCSR 1568 near Hampstead, NC (Pender County). Construction
will include one, 23,348 sf building and associated parking. According to DWQ, this site is located within
mile of SA waters..
2. Design Requirements
Project will be designed in accordance with NC Administrative Code Section 15A NCAC 2H.1000 —
Stormwater Management (hereinafter "Regulations". This site is in the category of "development activities
within coastal counties except those areas draining to Outstanding Resource Waters or within one -hay -mile of
and draining to SA water". Due to density, the project is considered "high density development". In
accordance with Section .1 105(2)(b) of the Regulations, an infiltration system designed to accommodate 1-112"
of rainfall will be required. Furthermore, runoff in excess of the design volume must flow overland through a
vegetative filter.
3. Impervious Surface Areas
On -site Buildings
On -site Streets
On -site Parking
On -site Sidewalk
Other
Reserve for Future
TOTAL
Percent Impervious
4. Design Volume
23,348 sf
-0-
23,641 sf
-0-
-0-
RECEIVED
-0-
SEP 12 2006
46,989 sf
DWQ
= 46,989 sf / 59,921 sf "ROJ #
= 78.42 %
In accordance with Section .1008(c)(1), the required design volume is computed as follows:
Using Schuler "Simple Method":
Rv = 0.05 + 0.009(1) where I = Percent Impervious (78.42%)
= 0.7558 in/in
Design Volume = Design Rainfall (1.5") x Rv x Drainage Area

= 1.5" x 0.7558 x 59,921 sf
= 67,932 in-sf or 5,661 cf
5. Storage Volume
The "Storage Area" is sized to accommodate in excess of 5,661 cf. Using average end method, actual Storage
Area Volume is:
Avg. Incr.
Elev Area Area Depth Volume
32.14 1,339
34.64 3,842 2,591 2.50 6,476 cf
= 6,476 cf
6. Infiltration Time
Actual storage volume is required to infiltrate completely within 5 days. The onsite soils evaluation revealed
fine to medium sands. Assuming conservatively that existing soils have a minimum hydraulic conductivity of
2.0 in/hr, infiltration rate is computed as follows:
Infiltration Rate = Hydraulic Conductivity x Basin Bottom Surface Area
= (2 in.Ihr) x (1,339 sf) x (1 ft.112 in.)
= 223.2 cf/hr
Draw Down Time is then calculated:
Draw Down Time = Actual Volume / Infiltration Rate
= 6,476 cf / 223.2 cf/iu
= 29.0 hr (< 5 days)
►1

Swale Calculations
Project: Sal Bonomolo -Vegetated Filters
By: DKN
Procedure:
Adjust y until za = zreq
Where: Let:
B = bottom width n = 0.03
y = trial depth
A=By+My2 M = 3
P = B + 2y{1+M2}112
R=AIP
z,,=AR 213
Use:
n = .02 for earth lined
n = .03 for mowed grass
n = .05 for unwowed grass
n = .013 for concrete lined
Location Q10
S
Z.Q B y A
P R z,,, VEL
Veg. Filter
1 6.30
0.0200
0.90
5
0.34
7.17 0.29
0.90
3.05
2.07

ROY COOPER
Governor
MIC14AEL S. REGAN
Secretary
BRIAN WRENN
Director
August 19, 2020
NORTH CAROLINA
Environmental Quality
Toni Castoro, President
Nicole Renee Investments, Inc.
16202 US Highway 17 North
Hampstead, NC 28443
Subject: State Stormwater Management Permit No. SW8 041133
Hampstead Furniture
High Density Subdivision
Pender County
Dear Ms. Castoro:
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal Application for
the subject project on July 31, 2020. The Division is hereby notifying you that permit SW8 041 133 has been renewed
on August 19, 2020, and shall be effective until October 19, 2028. For your records, please find enclosed a renewed,
updated, and re -issued permit and a copy of the renewal application. Please keep this permit on file at all times. Please
note that the renewed, updated, and re -issued permit does not impose new or different terms; it merely restates some of
the previous terms to provide you with a better understanding of your obligations under the permit.
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with the
terms and conditions of this state stormwater permit. The plans originally approved on October 19, 2006 and most
recently revised on December 10, 2014, will remain in full force and effect in accordance with the regulations set forth
in Title 15A NCAC 2H.1000.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit. Failure to establish
an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions,
to transfer the permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAI-1). The written
petition must conform to Chapter 150B of the North Carolina General Statutes, and must be filed with the OAH within
thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a
filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or
via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless such demands are made this permit
shall be final and binding.
If you have any questions, need additional copies of the permit or approved plans, please contact Daniel Sams in the
Wilmington Regional Office, at [phone] or [e-mail].
Sincerely,
For Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C — Permitting History
Renewal Application Documents
DESIdan:111.Stnrm+r lterll'rrmil> & Proiects1200=1441 133 I ID+20r0 08 permit 041 133
cc: Wilmington Regional Office Stormwater File
�� North Carolina Department of Environmental Quaiity I Division of Energy. Mineral and Land Resources
e::5:'—J'D—EWilmington Regional Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
40W�r4mjw Q
°a'°'""'°'t""""-W2.ua� 910.79h.7215

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION 1S HEREBY GRANTED TO
Nicole Renee Investments, Inc.
Hampstead Furniture
16258 US Highway 17, Hampstead, Pender County
FOR THE
construction, operation and maintenance of an infiltration basin in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting data
as attached and on file with and approved by the Division of Energy, Mineral and Land
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until October 19, 2028, and shall
be subject to the following specified conditions and limitations:
1. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 of this permit. The stormwater control has been
designed to handle the runoff from 46,989 square feet of impervious area. All
overflows from the basin, in excess of the design storm, must pass through a 50'
vegetated filter prior to entering surface waters.
3. The tract will be limited to the amount of built -upon area indicated in Sections 1.2
and 1.6 of this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project will
be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this project
must be directed into the permitted stormwater control system.

State Stormwater Management Systems
Permit No. SW8 041133
0
The following design criteria have been provided in the infiltration basin and must
be maintained at design condition:
a. Drainage Area, acres:
Onsite, ftz:
Offsite, ftz:
b. Total Impervious Surfaces, ftz:
C. Design Storm, inches:
d. Basin Depth, feet:
e. Bottom Elevation, FMSL:
f. Bottom Surface Area, ftz:
g. Bypass Weir Elevation, FMSL:
h. Permitted Storage Volume, W:
i. Type of Soil:
j. Expected Infiltration Rate, inlhr:
k. Seasonal High Water Table, FMSL:
I. Time to Draw Down, hours-
M. Receiving Stream/River Basin:
n. Stream Index Number -
a. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
1.37
59,921
0
46,989
1.5
2.5
32.14
1,339
34.64
6,476
Fine — Medium Sand
2.0
29.7
29
Old Topsail Creek 1 CPF24
18-87-12
"SA, HQW"
The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon
surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request
to authorized personnel of DEMLR. The records will indicate the date, activity,
name of person performing the work and what actions were taken.
5. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received from
an appropriate designer for the system installed certifying that the permitted facility
has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
Page 2 of 4

State Stormwater Management Systems
Permit No. SW8 041133
6. The facilities shall be constructed in accordance with the conditions of this permit,
the approved plans and specifications, and other supporting data.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate easements
at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any permitted future BUA listed on the application.
10. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
11. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame specified
in the notice, the permittee shall submit a written time schedule to the Director for
modifying the site to meet minimum requirements. The permittee shall provide
copies of revised plans and certification in writing to the Director that the changes
have been made.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division of Energy, Mineral and Land Resources at least
60 days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part;
b. Bankruptcy;
c. Foreclosure;
d. Dissolution of the partnership or corporate entity;
e. A name change of the current permittee;
f. A name change of the project;
g. A mailing address change of the permittee;
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. Neither the sale of the project,
in whole or in part, nor the conveyance of common area to a third party constitutes
an approved transfer of the stormwater permit.
Page 3 of 4

State Stormwater Management Systems
Permit No, SW8 041133
3. Any individual or entity found to be in noncompliance with the provisions of this
storrmwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in G.S. 143 Article 21.
4. The permittee shall submit a permit renewal application request at least 180 days
prior to the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
5. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
6. In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division,
such as the construction of additional or replacement stormwater management
systems.
7. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
8. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
10. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
Permit updated this the 191h day of August 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
,Brian Wrenn, red
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 4 of 4

DEMLR USE ONLY
Dat5 Rec ived
Fee Paid
Permit Number
3 aooLO
SSoy
sws
NC DEQ Division of Energy, Mineral and Land Resources RECEIVED
STATE STORMWATER: JUL 312020
PERMIT RENEWAL APPLICATION FORM
NCDEQ
WII_MINGTON RO
In accordance with 15A NCAC 2H_ 1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60. (c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: sw8 041133
2. Project name: Sal Bonomolo/Hampstead Furniture -Nicole Renee Investments, Inc.
3. Project street address: 16258 US Highway 17N
City: Hampstead County: Pender ZIP 1
28443
4. What, if any, changes have been made to the project as permitted? None
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: https.//deg.nc.gov/about/divisions/ener_gy,
minera l-land-resourcesleneLgy-mineral-land-rules/stormwater-programlpost-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: htt s:l/de .nc. ov/aboutldivisions/ener -mineral-land-
resources/ener -mineral-land-rules/stormwater- ro raml ost-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: Toni Castoro/Nicole Renee Investments, Inc
2. Signing Official's Name: Toni Castor
3. Signing Official's Title: President
4, Mailing Address: 16258 US Highway 17 N
City: Hampstead „ _ _ _ _ _ _ State: NC ZIP
28443
5. Street Address: 16258 US Highway_17N
City: Hampstead _ State: NC ZIP
28443
6. Phone: [phone] Email: toni ,climacubenc.com
JUL 3 12020
BY:
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

„R�rr
BUSINESS CORPORATION ANNUAL REPORT
■
10.2017
NAME OF BUSINESS CORPORATION: Nicole Renee Investments, Inc.
SECRETARY OF STATE ID NUMBER: 1022479
REPORT FOR THE FISCAL YEAR END: 12/31 /201 9
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Castoro, Toni
2. SIGNATURE OF THE NEW REGISTERED AGENT:
STATE OF FORMATION: NC
E - Filed Annual Report
1022479
CA202009809470
4/7/2020 04:30
QX Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
16258 US Hiahwav 17 N
Hampstead, NC 28443-8255 Pender County
SECTION B: PRINCIPAL OFFICE INFORMATION
16258 US Hiahwav 17 N
Hampstead, NC 28443-8255
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Investing
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS
5. PRINCIPAL OFFICE MAILING ADDRESS
16258 US Highway 17 N 16258 US Highway 17 N
Hampstead, NC 28443-8255
Hampstead, NC 28443-8255
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: Toni Castoro NAME: Theresa Bonomolo
TITLE: president TITLE: Vice President
ADDRESS: ADDRESS:
16258 US Highway 17 N 16258 US Highway 17 N
Hampstead, NC 28443 Hampstead, NC 28443
NAME:
TITLE:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL. REPORT. Section D must be completed in its entirety by a person/business
en _
Toni Castoro 4/7/20_20; oF.,
SIGNATURE DATE
Form must be signed by an officer listed under Section C of this form. JUL 3 12020
Toni Castoro President 1 (�J ' t
Print or Typo Name of Officer Print or Type Title of Officer
This Annual Report has heen filed electronically,
MAIL TO: Secretary of State. Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORK9. Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package.
1. A permit application processing fee of $505.00 payable to NCDEQ.
2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f, Letter of authorization signed by 'one of the signatories noted in a — e above authorizing the
signature of another entity.
3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. if the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
4. 0&M Agreements, Please select one:
❑ I'have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
5. Designer Certifications, Please select one:
A copy of the certifications) confirming that the project was built in accordance with the
i approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
https:llwww,sosnc.gov/online services/searchlbv_title/ Business Registration.
JUL 3 12020
BYr
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
I, �� 7L� , the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. AI! information provided on this permit renewal application is, to the best of my
knowledge, corret.aed-e3olef . A
Signature:�.i� D -
NOTARIZATION:
T
if Art ho-4e— County of
that _I om ( 'IliS art) _
this the
day of
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature: C/
My commission expires
a Notary Public for the State of
do hereby certify
personally appeared before me
20?!�Q_, and acknowledge the due
O
> Notary P�plic
Now Hanover -
County -
CA Fty4
JUL 3 12020 1fi
BY.•_
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

c v
t',0190% b
for

Attachment C - Permitting History
Hampstead Furniture
Permit No. SW8 041133
Approval
Date
permit Action
BIMS
Version
Description of the Changes
10/19/2006
Original
Approval
1.0
Received on 7/25/2006
12/10/2014
Minor
Modification
1.1
Permit expiration extension
8/19/2020
Renewal
2.0
Received on 7/31/2020
Page 1 of 1

Central Files: APS — SWP
8/19/2020
Permit Number SW8041133 Permit Tracking Slip
Program Category
Status
Project Type
State SW
Active
Renewal
Permit Type
Version
Permit Classification
State Stormwater
2.00
Individual
Primary Reviewer
dan.sams
Coastal SWRule
Coastal Stormwater - 1995
Permitted Flow
Facility
Facility Name
Sal Bonomolo Tract Hampstead Furniture
Location Address
16258 US 17 N
Near Williams Store Rd
Hampstead NC 28443
Owner
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Pender
Facility Contact Affiliation
Owner Name Owner Type
Nicole Renee Investments Inc Non -Government
Owner Affiliation
Sal Bonomolo
President
762 Corcus Ferry Rd
Dates/Events Hampstead NC 28443
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
10/19/2006 7/31/2020 8/19/2020 8/19/2020 10/19/2028
Regulated Activities Requested /Received Events
State Stormwater - HD - Infiltration
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

Burd, Tina J
From: Burd, Tina J
Sent: Wednesday, August 5, 2020 4:28 PM
To: [e-mail]
Subject: SW8 041133 - Sal Bonomolo/Hampstead Furniture
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Renewal Application and $505.00 fee for the subject project on July 31, 2020. The project has
been assigned to Dan Sams and you will be notified if additional information is needed.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Application Completeness Review Checklist (Non -Transfers) - Short Version
Project Name: 'SAL $cMivr+tc,LC, TeAckZ [4AKPSTCAb �2>J IT CC Date Delivered to WIRO: _
Project County/Location: �-CA-DE0 Ij, p psFeAb BIMS Received/Accepted Date:
Rules): ❑2017 Coastal ❑2008 Coastal ®1995 Coastal BIMS Acknowledged Date':
Phase If Universal 1:11988 Coastal
Permit Action: New
Major Mod / Minor Mod / Renewal
Permit Type: HD / LID / LID Overall / HD &LD Combo
Genera4 Permit / Offsite / Exempt / Rescission
Development Type: Commercial / Residential / Other
Subdivided?: Subdivision or Single Lot
Permittee Type & Documents Needed:
Property Owner(s) El Purchaser El Lessee
Viable? Viable? Viable?
Deed ,�t��� ' Purchase Agmt Elease
F�NotSubdivided: Deed
Subdivision: Common Area Deed
❑New Permit #z:
Existing Permit #: 5&3c.- o4 j j 33
Expriation Date 3: jq ) 9 ,f2�Zi)
0OfFsite to SWS:
Lot is in Master Permit?
MPE Cert on File?
FIHOA 1-1 Developer
Viable? Viable?
Election Minutes
Paperwork
®Application
Fee: ®$50S (within 6mo) Check#(s): I D_2 3
nSupplement2 (1 new form or for older forms: 1 original per SCM)
nO&M2
Soils Report (Infil or PP)
Calculations (signed/sealed)
Deed Restrictions, if subdWded2
Project Narrative
FTSGS Map (or on file?) Subject to SA?: Y / N Subject to ORW?:
Plans (2 Sets)
FTE Certification
Electronic Copies
Easements, Recorded (2017 Rules)
NOTES:
Enter BIMS Acknowledged Date on this Sheet
2For New Projects -Enter New Permit # on Supplements & Deed Restiction Templates.
3If w/in 6 months and they are requesting a mod, STOP. Needs a renewal first.
EMAILED ENGINEER DATE:
REVIEWER NAME:
Comments:
&WQ%Reference Library\Procedures\Checkiists\Completeness Review Checklist_2020 01 31
[::]No Fee
Y / N