SW7071213_HISTORICAL FILE_20160128

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATES
YYYYMMDD

Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7015 0640 0005 9080 5118
January 28, 2016
Mr. Francis Elbers
Artisan Marble and Tile, Inc.
206 Villa Dunes Drive
Nags Head, NC 27959
lc4 6
PAT MCCRORY
Lr0\Y IIInI
DONALD R. VAN DER VAART
Subject: Failure to Provide Certification
Stormwater Management Permit SW7071213
_ Artisan Marble and Tile
Dare County
Dear Mr. Elbers:
Secremry
TRACY DAVIS
Direcror
On May 20, 2015 1 sent you the attached letter advising you that Stormwater permit
SW7071213 required the submittal of a designer's certification that the permitted
stormwater system was constructed in accordance with the approved plans. As of today
we have not received a response. Failure to submit the certification is a violation of the
terms and conditions of the permit and may result in an appropriate enforcement action
including assessment of civil penalties.
Please provide a copy of the required certification to this Office at the letterhead
address within 30 days of receipt of this letter. If you have any questions you can reach
me at [phone].
Enclosure
Sincerely,
Roger K. Thorpe
Environmental Engineer
Washington Regional Office
State of Noah Carolina I Environmental Quality I Energy, Mineral and Land Resources
943 Washington Square Mall. I Washington, NC 27889
252-946-6481 T

Search/View/Find - Inquiry by Parcel Number Results
Page 1 of 1
Search by Parcel Number Results
• PARCPJ. DATA SHEET
• BUILDING PHOTOS
• TAX BII.I.
• TAX CERTIFICATION
Parcel: 005618004
PIN:989317017210
Location: 2234 W SATTERFIELD
LANDING RD
District: [14] NAGS HEAD
Subdiv: [C263] CHARLES L SINEATH
DIVISION
Lot -Block -Sect: LOT: 5A BLK: SEC:
Multiple Lots: -
Living Units: o
Plat -Cab -Slide: PL: E SL: 779
Status: ACTIVE
Owner: MJG PROPERTIES, LLC
Owner:
Address: 2224 S LARK AVE
NAGS HEAD NC 27959
Ownership: PRIMARY - r00%
Nature of Ownership:
Deed Date: 08/06/2015
Bk/Pg: 2038/0395
PUSE: [7200] MANUFACTURING
Billing Values Next Year Values*
Land: 385,500 Land: 385,500
Building: 449,400 Building: 449,400
Misc• S5,600 Misc• ,iskoo
Total: 870,500 Total: 870,500
********** END OF RECORD ***`•*"***
(data file last updated on 1/22/2016)
*Next year values on file as of 1/22/2016
Dare County Government
954 Marshall C Collins Dr
PO Box l000 Manteo NC 27954
Phone: [phone]
http://www.darenc.com/public/TaxingParceIRslts.asp?ParcelNumber=005618004 1 /28/2016

Parcel Card
Page I of 1
Parcel Number: 005618004
Print Date: 1/28/2016
County of Dare, North Carolina
*Owner and Parcel information is based on current data on file and
was last updated on 1/22/2016
Owner Information:
MJG PROPERTIES, LLC
"" r
2224 S LARK AVE
NAGS HEAD NC 27959
Parcel Information:
}
Parcel:005618004 PIN:989317017210
r 1)
District: 14 - NAGS HEAD
S
Subdivision: CHARLES L SINEATH DIVISION
LotBlkSecl: LOT: 5A BLK: SEC:
riNN ate@
Multiple Lots: -
PlatCabSlide: PL: E SL: 779 Units: 0
Deed Date: 08/06/2015 BkPg: 2038/0395
f' a+ P7 f4
Property Use: MANUFACTURING
2234 W SATTERFIELD LANDING RD
BUILDING USE and FEATURES
Building Value: $449,400
Building Use: PREFAB WAREHOUSE
Exterior Walls:
Actual Year Built: 2008
Full Baths: Half Baths:
Bedrooms:
Heal -Fuel:
Heal -Type:
Finished sgft for building 1: 3230
Air Conditioning:
Total Finished SgFt for all bldgs: 21430
MISCELLANEOUS USE
Misc Value: $35,600
Misc Bldg a: (PA1) PAVING ASPHALT PARKING Year Built: 2009 sgft: 12000
Misc Bldg b: (TF1) TURFSTONE PAVING Year Built: 2009
sgft: 9000
LAND USE
Land Value: $385,500
Land Description : 14-Commercial Village Primary
TOTAL LAND AREA: 2.003 acres
Total Value: $870,500
'Values shown are Next Year Values on file as of 1/22/2016
http://www.darenc.com/public/parcelcard.asp?Parcel=005618004 1 /28/2016

SearchNiew/Find - Real Estate Parcel Tax Bill
Page 1 of 1
Tax. Bill
314h4
�5s,11 .d
» »IMPORTAN'!S» >
ELBERS HOLDINGS, LLC Fr `�cll
Pi.i,nsr.ci.LCKUFRFFORrMPORTANTINFORM.AION
2o6 W VILLA DUNES DR
NAGS HEAD NC 27959
Please Mail or Bring this stub when making payment
to insure payment is credited to the correct account.
IIIIIIIIIIIIIIIIIIIIIIIIIIII (IIII IIIIIIIII I IIII II IIII II III
MAIL TO: The Tax Office Designated below.
00002082015600006869200003743150
PENALTIES ARE DETERMINED BY U.S. POSTAL
POSTMARK.
Customer Number District
Bill Number
023027338 NAGS HEAD
6869
Parcel Number Billing Date
Tax Year Due Date Delinquent After
OOS618-oo4 7/20/2015
2015 9/1/2015 1/5/2016
Description of Property
% Rate Tax Levied
PIN#: 989317-01-7210
Description: LOT: 5A BLK: SEC: CHARLES L
SINEATH DIVISION
•430000 I DARE CO 3743 15
Street Address: 2234 W SATTERFIELD LANDIN
RD
000000 I NH TOWN o
Real Property Value: $870,500 .000000 o
Personal Property Value:
o .000000 01
Exempt Value:
o .000000 of
Total Taxable Value: $870,500 .000000 O
.000000 I oI
I LATE LISP: o
I
AMOUNTDUE: $3,743.15
Make Check Payable & Remit To: (include Parcel Number oos618004 on hour check. )
DARE COUNTY TAX COLLECTION
PO BOX 538310
ATLANTA, GA 30353-8310
Questions: Direct all inquiries to [phone]
Office Hours: 8:3o AM - 5:00 PM, Monday - Friday
When calling please have your 9 DIGIT PARCEL NUMBER available.
Dare County Government
954 Marshall C Collins Dr
PO Box l000 Manteo NC 27954
Phone: [phone]
http://www.darenc.com/public/taxbilIRslts.asp?Parcel=005618004 1/28/2016

Tax Certification - Real Property
Page I of 2
Real Property Tax Certification
Y *•
• 0 °, County of Dare
n m Real Property Tax Certification
d�S Certification Report as of 1/26/2o16
0* ; • *Includes interestfor current month
PARCEL: 005618004 PIN: 989317-01-7210
LOCATION: 2234 W SATTERFIELD LANDIN RD DEED: 11/15/2007
DISTRICT: NAGS HEAD BK\PG:1749/0215
DESCRIPTION:CHARLES L SINEATH DIVISION LOT: 5A BLK: SEC:
MAIL ADDR: 2o6 W VILLA DUNES DR
NAGS HEAD NC 27959
Special Conditions/Assessments: NONE
***Ancestor/Descendent Records: VIEW
2015 Property Values:
REAL 870,500
ESTATE:
PERSONAL: o
EXEMPT: o
ASSESSMENT: 870,500
PRINTED: 1/28/2ot6
Listed Owner
Year
Rillef
Orig I'd
Activity
Ief Pd
UBPd
Int
Prior
l r
Total
Refund
Ref
Amt
Amt
Amt
m
Date
Bal
Amt
Amt
Bal
LBERS HOLDINGS,
0t5
686
$3,743•t
$o.00
$3.743 r
8/to/zot5
0.00
$0.0
$o.o
$0.00
$0.00
LC
$0.00
LBERS HOLDINGS,
ot4
686
$3,743-t
$0.00
$3,743 t
t2/23/2ot4
0.00
$O o
$o.o
$o.o
$o.00
LC
$o.00
HOLDINGS,
ot3
686
$3,615.8
$0.00
$3,615.8
2/25/tot
$o.o
$o.o
$o.00
So.0
$o.00
LBELBERS
HOLDINGS,
012
683
$3,172.6
$0.00
$3,172.6
t/18/2ot3
$o.o
$o.o
$0.00
$0.00
0.00
LCELB
LBERS HOLDINGS,
ou
683
$3,o26.8
$0.00
3,026.8
12/30/2ou
0.00
$0.00
$o.o
$0.00
S0.00
LC
$0.00
LBERS HOLDINGS,
oto
6828
$3,026.8
$0.00
3,026.8
t/4/zou
0.00
$o.o
$o.o
$o.00
$o.00
LC
$0.00
LBERS HOLDINGS
009
27t8
$2,688.t
$0.00
$2,687.7
2/t9/20t0
t
$0.0c
$0.0c
$0.00
$0.00
LC
o.00
LBERS HOLDINGS
o08
2697
$t,2 54-76
$0.00
$1,254.7
2/25/2009
$0.0c
$0.0c,
$0.00
$0.00
LC
$o.00
INEATH
ROPERTIES, LLC
007
3291
$1,254.7
$0.00
$1,254.7
a/t9/zoo
$o.0a
$o.o
$o.o
$o.00
$o.00
INEATH
RO-ATH S LLC
006
z 2
9 7
$t,2 54.7
$0.00
$t,254.7
tz/29/2oo6
$O.oa
$0.0
$o.o
$0.00
So.00
RO ERTIES LLC
005
3206
$1,2o6.5
$0.00
$1,2o6.5
t2/3o/2005
$0.00
$0.0
$o.o
$0.0
$0 00
INEATH OERTIES LLC
004
2865
$752.7
$0.00
$752.7
tz/t4/too
$0.0
$o.o
$0.o
$000
0.00
THIS PROPERTY HAS A DEFERRED VALUE OF $o.00
I certify that in accordance with General Statute 105-361 the above is a true statement of the tax and assessment status
of the property and individual (s) listed above that are in my hands for collection.
Disclaimer:
This certification is for the above printed parcel, only. Personal property should be checked by the owners name or
business name and printed separately. Water Assessments and/or Foreclosures will be linked under Special Conditions
and should be -printed separately. The Tax Collector shall not be liable on the Tax Collector's Bond for any loss arising
from an understatement of the tax and special assessment obligations contained in the information available on the
internet web site if said loss is due to failure on the part of the person obtaining the certification to follow the special
instructions, procedures, and notifications provided for in the disclaimer posted on the internet web site as authorized
pursuant to this Section. Taxes, special assessments, penalties, interest, and costs due on any real or personal property
http://www.darenc.conVtaxecrt/TCR.asp?ParcelNo=005618004 1 /28/2016

Tax Certification - Real Property
Page 2 ol'2
but not paid as a result of failure on the part of the person obtaining the certification to follow the special instructions
procedures, and notifications provided for in the disclaimer are still due and the Tax Collector may adopt additional
procedures for collection of said unpaid taxes, special assessments, penalties, interest, and costs.
Tax Bill Statement Date: 07/20/2015
Dare County Government
954 Marshall C Collins Dr
PO Box l000 Manteo NC 27954
Phone: [phone]
Becky Huff, Tax Collector
http://www.darenc.conVtaxcert/TCR.asp?ParcelNo=005618004 I /28/2016

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. Francis Elbers
Artisan Marble and Tile, Inc.
206 Villa Dunes Drive
Nags Head, NC 27959
Dear Mr. Elbers:
Don Van der Vaart
Secretary
May 20, 2015
Subject: Failure to Provide Certification
Stormwater Management Permit SW7071213
Artisan Marble and Tile
High Density Infiltration Project
Dare County
This letter is to inform you of certain conditions of your stormwater permit that have
not been met. Permit SW7071213 was issued on December 28, 2007 for an infiltration
basin and trench system to serve the Artisan Marble and Tile development located
southwest of the intersection of W. Satterfield Landing Road and Lark Avenue in Nags
Head, NC. A Division of Energy, Mineral, and Land Resources file review confirms that a
certification of completion has not been submitted. Permit condition number Il. 6 states
"Upon completion of construction 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..."
Please provide a copy of the certification to this Office at the letterhead address
within 30 days of receipt of this letter. If you have questions, please feel free to contact me
at [phone].
Sincerely,
/-_
Roger K. Thorpe
Environmental Engineer
Washington Regional Office
Cc Quible & Associates, P.C.
Division of Energy, Mineral, and Land Resources. Land Quality Section
Washington Regional Office
943 Washington Square Mall, Washington, Noah Carolina 27889 • Phone: [phone]/ FAX: [phone]
Internet: htta://ooaal.ncdenr.oratwebArAand-quality
An Equal Opportunity 1 Affirmative Action Employer— 50% Recycled 110% Post Consumer Paper

., •
•
�.
•
,_
• � �
_
•��
r .
_..
- ..
�-
- .
..r
i- �
r,
`� .. ,t 't
.'i*� � .
a. —

Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
December 20, 2007
Mr. Samir Dumpor
NCDENR
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
Rc: Stormwater Management Plan (1-ligh Density Application)
Requested Additional Information
Proposed Artisan Marble & Tile
Harbinger, Currituck County
Dear Mr. Dumpor:
P.O. Drawer 870
Kitty Hawk, NC 27949
Phone: [phone]
Fax: [phone]
PRINCIPALS
Sean C. Boyle, PE.
Joseph S. Lassiter. C.E.P.
Eduardo J. Voldivieso, PE.
ASSOCIATES
Joseph J, Anlaut P.E.
Katherine C. Madheho, PLS.
DEC 21 2007
As per our meeting yesterday, we have revised plan sheet 2 (Grading Plan) to add a cross -sectional detail
of the infiltration trench (with corrugated pipe) and to note that the roof drains shall be connected
directly to the storm sewer. Enclosed, please find two copies of the new Sheet 2 for your use.
I have also revised the Narrative to include the infiltration trench in the narrative discussion and to
include the calculations for the infiltration trench. Please discard the earlier version of the narrative and
replace it with the enclosed version.
If you have any questions, or require any additional information, please do not hesitate to contact me at
[phone].
Sincerely,
uible & A psociates, P.C.
avid A e�.E.
enc: as stated
cc: Mr. Francis Elbers

Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SUWEVING
SINCE 1959
December 19, 2007
Mr. Samir Dumpor
NCDINR
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
Re: Stormwater Management Plan (High Density Application)
Proposed Artisan Marble & Tile
Harbinger, Currituck County
Dear Mr. Dumpor:
P O. erawer 870
KIBy Hawk, NC 27949
Phone', 252-261-330D
Fax: [phone]
PRINCIPALS
Sean C. Boyle, PE.
Joseph S. Lasseter. C.E.P.
Eduardo J. ValdMeso. P.E.
ASSOCIATES
Joseph J. Anil P E.
Kathenne C. Marchello. P LS.
DEC 19 2007
On Behalf of Artisan Marble and, Quible & Associates, P.C. hereby submits for review and approval a
High Density, Stormwater Management Permit Application package for the above referenced proposed
warehouse / office building in Nags Head, Dare County.
The project falls within the high density classification. The enclosed narrative will explain in detail the
stormwater management of this site.
The following items are included and shall be considered part of this submittal package:
1. Review Fee Check for $4000.00
2. Two (2) copies of the Stormwater Management Permit Application FornT
3. One copy of the Infiltration Basin Supplement
4. One copy of the Infiltration Basin Maintenance Agreement
5. One copy of the Permeable Pavement Maintenance Agreement
3. Stornwater Management Plan Narrative
4. Two (2) copies of the Site Plans
If you have any questions, or require any additional inforniation, please do not hesitate to contact me at
[phone].
Sincerely,
ible & soVsPDavid A. e ,
enc: as stated
cc: Mr. Francis Elbers

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
Division of Water Quality - Stormwater Permitting Unit
COASTAL STORMWATER APPLICATION CHECKLIST
The following items are considered when reviewing an application in accordance with T15A:02H.1000,
Stormwater management. This checklist is intended to (1) assist the reviewers in maintaining consistency
during the review process and (2) facilitate communication between the reviewer and applicant. It is not
intended to replace information (including other lists) which may be part of the application form,
supplements, BMP manual or the regulations. Nor is it intended to bypass best professional judgement With
respebj to the sufficiency of the information submitted.
This dduble sided page lists those items impacting "Application Completeness". 'Project Types and
Supplements" follows the checklist and provides an overview of low density, general, and high density
projects and the associated supplement forms. The latest versions of all referenced forms and documents
may be obtained on-line at http://h2o.enr.state,nc.us/su/Forms Documents.htm.
APPLICATION COMPLETENESS
1) Stormwater Permit Application Form SWU-101
a. _Original and one copy are provided. The copy will be returned to the applicant with the
?-Named
itb. llitems of the application are completed
C. applicant is an owner or corporation
d. or corporations, registration with the Secretary of State is verifiable on the online
d tabase.
e. Signing official is the owner, a corporate President or Vice President, or an LLC
member/manager. Documentation is required verifying LLC member status. If the permittee
wishes to delegate signature authority, a sighed letter from the applicant must be provided
and it must include the name, title, mailing address and phone number of the authorized
signer
f. ✓ Receiving stream classification is correct.
g. 5ppur.bmittal requirements are initialed by hand.
h.ginal signature is provided under applicant certification.
2) Plans /
i
a. Two copies are provided. The copy will be returned to the applicant with the permit.
b. ✓ Plan is based on a topographical surrey.
C. evelopment / project name is consistent with the application form.
d. Pngineer name, firm and seal are located on each page of the plans. For low density
prpjects not requiring engineered stormwater controls, the plans need not be sealed.
e. ✓ Legend is provided including north arrow, scale, and plan details.
f. Location map is shown with named streets or NCSR numbers and distance to nearest
toyvn or city.
g. V ate is listed.
h. Fevision number & date are listed, if applicable.
? i. Property and project boundaries are included.
j. V
zwetlands are delineated, or a note on the plans states that none exist.
k. Other geologic features are included: rock outcrops, streams, lakes, ponds, etc.
I. At Mean high water line is identified, if applicable.
M. Drainage areas are delineated, including all off -site contributions.
n. Existing contours, proposed contours, spot elevations, and finished floor elevations are
clearly shown.
o. V(Built-upon areas, existing and planned and including buildings, roads, etc. are shown.
p. �_ Lots and or building numbers are labeled.

q. /Stormwater conveyance and management systems are shown. These include level
s aders, side swales, wet detention ponds, infiltration trenches and basins, etc.
r.
or wet ponds, average depth is consistent with maximum depth.
s.
t.
Monitoring wells or benchmarks are located.
1/Drainage easements and sizes are identified.
u.
pipe
Vegetated buffers (where required) are labeled.
V.
Vegetated filters (where required) are identified.
W.
Level spreaders (where required) are identified.
X.
, imensioned typical unit footprint for multi -unit developments are given.
Y.
V Details of roads, parking, cul-de-sacs, sidewalks, and collection systems are shown.
Z.
etails of stormwater control measures are included.
aa.
Vegetative stabilization plan is included.
3) Supplement Forms) — these are general supplement requirements; see the following page for
further i ormation on specific project types.
a. _ 4ne original and one copy are provided. The copy will be returned to the applicant with the
p�(mit.
b. Correct supplements are provided for each drainage area.
C. VAll items on the supplement(s) are completed.
d. Project information is consistent with the application and plans.
e. -Operation and Maintenance agreement for engineered stormwater systems including curb
outlet sVems is signed and notarized.
'p0
4) Fee - $420 made payable to NCDENR is enclosed.
5) ,,� Narrative - the existing and proposed site characteristics, use, drainage, and stormwater
management plans are clearly described.
6) Calcula ions
a. Supporting calculations are provided for the numerical data submitted in the application
ed supplements.
b. _ For engineered stormwater controls, supporting calculations are signed and sealed.
7) Soils Report
a. v For projects with engineered stormwater controls, a soils report is provided.
b. On -site soil borings at the location of the proposed treatment system are included.
C. A soil profile and characteristics including the depth to the seasonal high water table
( HWT) is given.
d. _ Findings are related to the NRCS County Soils map, an 8'/2 x 11 inch copy of the county
soils map with the project location shown is provided.
8) Vegetation Plan
a. Temporary and permanent grass seeding specifications are provided.
b. _ For projects with engineered stormwater controls, the plan includes additional species,
locations, spacing, soil preparation, fertilizer requirements, procedures and a schedule for
installation. The plan was prepared by a qualified individual.
9)A Ieed Restrictions - Deed restrictions are provided for subdivisions and projects with outparcels.
1� These are necessary to ensure ongoing compliance. Examples of appropriate forms for each type
of project are available upon request (reference document names and locations).
J:\WPDATA\WQS\State SW-TMA\SW Application Review Checklist revised (Updated 6/18/07)

PROJECT TYPES AND SUPPLEMENTS
A. Low Density Supplement SWU-104 or SWU-105
Applibability:
• Low density projects may not result in built -upon surfaces in excess of 25% or 30%, depending on
the classification of the receiving stream. For calculating density with wetlands, see guidance
memo (reference document and location).
• In low density projects, stormwater is conveyed primarily via sheet flow and swales with limited
piping for under road conveyance. Curb outlet systems may also be used in a low density project.
• No area of the project may be configured such that it constitutes a pocket of high density. In other
words, if development is concentrated such that the undeveloped land does not significantly impact
treatment of the stormwater runoff from the developed or impervious surfaces, the low density
option may not be applied to the overall project.
• Low density projects must maintain a 30 foot wide vegetative buffer. That is, any impervious
surfaces must be at least 30 feet from surface waters, measured horizontally from the structure to
the mean high water line of the surface water.
• All swales and related vegetated slopes must be 3:1 (horizontal to vertical),or flatter.
• Regulatory References: NCAC Title 15A, 02H.1005, 02H.1008(g).
SW -104 is required for low density projects for which lot subdivision and selling is intended. All
sections of the supplement should be completed including the built -upon area per lot calculation.
heed restrictions are required.
SWU-105 is required for low density projects in which curb and gutters are incorporated. All sections
should be completed including swale design, Table 1. Supporting calculations should also be
supplied. The maintenance agreement contained within the supplement must be signed and
notarized.
B. General Permit: SWG01, SWG02, SWG03, SWG04
Applicability:
• General permits may be issued for certain groups of similar activities, including
(1) construction of single family residences (SWG01),
(2) bulkheads and boat ramps (SWG02),
(3) clearing and grading (SWG03), and
(4) linear utility projects (SWG04).
• For these types of projects, a Notice of Intent should be submitted. Upon review and approval, a
Certificate of Coverage will be issued covering the applicant under a general permit.
• Regulatory Reference: NCAC Title 15A, 02H.1013.
C. High Density SWU-102 SWU-103 SWU-106 SWU-107, SWU-108, SWU-109
General Considerations:
All runoff from the built -upon area shall be collected by swales, piping, or other means and directed
to an engineered stormwater control device or system. Runoff shall also be collected from
contributing off -site areas.
Wet ponds and infiltration basins and trenches are commonly utilized engineered stormwater
control devices. Other options include bioretention areas, extended dry detention basins,
stormwater wetlands, off -site systems, and innovative and alternative systems.

• All systems shall be designed to meet minimum criteria, as listed in the regulations, the supplement
and in accordance with the current version of the Water Quality Section Stormwater Best
Management Practices (BMP). The current BMP manual may be viewed through a link at
http://h2o.enr.state.nc.us/su/Forms Documents Main.htm
• All swales and related vegetated slopes shall be 3:1 (horizontal to vertical) or less steep.
• Operation and Maintenance plans are required for each engineered stormwater management
system. Plans are included in the respective supplements and they must be signed and notarized.
• For the purposes of operation and maintenance access, all stormwater management structures
shall be located within recorded drainage easements.
• Plans for engineered stormwater control systems shall be prepared and sealed by a professional
engineer.
• Supporting calculations must also be signed, dated and sealed.
• One supplement shall be submitted for each drainage area.
• Regulatory Reference: NCAC Title 15A, 02H.1008.

' M 1 ■ JOB_Q7C2R - S ioJmwaI Qr
i b l e SINCE 1959
SHEET NO. I OF
Quible & Associates, P.C. CALCULATED BY_-DA1J DATE
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
8 Juniper Trail • P.O. Drawer 870 • Kitty Hawk INC 27949 CHECKED BYE DATE
_„_ -... .�,,., � �. ,�..�..�.,�.,.,� �,..� ��� SCALE
DEC 1 9 '2007
Drcli�ccje Area; .6.1S37 5f (1,40 .� r.
1 � c�Vii l i ;,

QuibIY SINCE/959
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • `W NING • SURVEYING
8 Juniper Troll • P.O. Drawer 870 • Kitty Hawk, NC 27949
Phone [phone] • FAX [phone] • E-Mail: [e-mail]
JOB-06p 3 - ll orm WOIN%
SHEETNO.— .2 OF
CALCULATED BY DAD DATE
CHECKED BYDATE
SCALE
rnt; �l(IXl/Uti . tjGS; n °i(Ort2RF �CpNI D� i
Slarn f 1, 5LA6 urEaceblwn bastnboffor,;aHc( Shlwr
e fo.ree+ �l.e..Towncf IV FIPvd'i'slaragP iP9uicr„c,t
Neei3p4;"; �c�JO

Quible SINCE 1959
9uible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
8 Juniper Trail • PO. Drawer 870 • Kitty Hawk, NC 27949
Phone [phone] • FAX [phone] • E-Mall: [e-mail]
�oB 27�t�i3- S�orw,n,a��r
SHEET NO. OF /
CALCULATED BY '� DATE /
CHECKED BY h DATE 1/l VO-7
SCALE "' ����

Quible
JOB70Ji
S1NCF 1959
SHEET NO. 4- _ OF
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
8 Juniper Trail • P.O. Drawer 870 • Kitty Hawk, NC 27949
Phone [phone] • FAX [phone] • E-Mail: [e-mail]
CALCULATED BY
DATE
CHECKED BY ` DATE
SCALE

QMIble SINCE 1959
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
8 Juniper Trail • P.O. Drawer 870 • Kitty Hawk, INC 27949
Phone [phone] • FAX [phone] • E-Mail: [e-mail]
JoB 6 7003 S}DY wCi�A/
SHEET NO. OF
CALCULATED BY DATE
CHECKED BY DATE
SCALE

Stormwater Management Plan Narrative
Artisan Marble and Tile
December 17, 2007
Revised December 20, 2007
DEC 21 2007
General
The following narrative will detail the stonnwater management plan for the proposed Artisan Marble and
'file warehouse and showroom in Nags Head, Dare County, NC.
The Artisan marble and Tile site consists of a proposed 18,000 sf warehouse / stone fabrication building,
5,200 sf office and showroom building, and associated parking and infrastructure. The project site
consists of 2.0 acres on the west side of Lark Avenue immediately southwest of the intersection of
Satterfield Landing Road and Lark Avenue.
The proposed stormwater management method to serve the facility will consist of an interconnected dry
infiltration basin system and infiltration trench system with enough temporary storage capacity to store
the runoff generated by a 2.84 inch rainfall event at ultimate project build -out (proposed and future
development). The following narrative, application and calculations will demonstrate the parameters of
this design which will illustrate an effective stormwater management system in full compliance with all
state regulations.
Summary of Existing Conditions
The project site is currently vacant with no BMP's to address stormwater from the vacant site.
Summary of Proposed Conditions
Stormwater management improvements will be needed to control the runoff from proposed impervious
construction. Runoff from all new impervious area is proposed to be collected via roof drains, stonn
sewer, and overland flow and conveyed to two interconnected dry infiltration basins located along the
east and southeast edges of the site. The drainage area containing all of the proposed improvements will
consist of 62,539 sf of area (64.0% impervious) which will generate 4,366 of of runoff from a 1" rainfall
event. The interconnected dry infiltration basins are analyzed as one BMP (the interconnection allows
them to fill -up simultaneously and allows for flows to equalize between the basins) and will have
temporary storage capacity of 8,043 of (equivalent to the runoff produced from a 1.84" rainfall event).
The infiltration trench is also interconnected to the infiltration basins such that it also fills up
simultaneously. The temporary storage capacity available within the infiltration trench is 4,349 cf
(equivalent to runoff produced by a 1 " rainfall event). Combined, the infiltration systems provide a total
storage of 12,392 cf, which is equivalent to 2.84 inches of runoff.

Stormwater Collection, Treatment, Storage and Disposal
Collection
The stormwater runoff will be collected and directed via roof drains, drop inlets and storm sewer, and
overland flow to two interconnected infiltration basins located along the east and southeastern edges of
the site.
Treatment
The basins and trench will offer several methods of stormwater runoff treatment prior to release. Runoff
from paved areas will sheet flow to drop inlets which convey runoff to the infiltration basin. Prior to
reaching the drop inlets, most of this sheet flow will flow across penneable pavement (turfstone), where
significant infiltration and additional storage and disposal will occur and where runoff will be conveyed
directly to the underlying gravel storage layer via turfstone openings. Large particulates and debris will
accumulate at pavement edges and at drop inlet grates. Additional debris and sediment will be captured
within sumps at the drop inlets.
The infiltration basin bottoms will be grassed according to the general seeding specifications and
maintained according to the operation and maintenance plan. The runoff will undergo filtration of fine
particulates and pollutants by the vegetation within not only the basin and swale bottoms but also the
basin and swale side walls which will also be seeded according to the general seeding specifications.
Within the basin and the infiltration trench, treatment is available when the stormwater runoff infiltrates
into the subsurface. When the water passes through the void spaces between the particles of soil material
particulates and pollutants that have a particle or grain size larger than the void size will be filtered out.
In addition some pollutants will adsorb to the surface of the soil particles. The benefit of this adsorption
will prevent the pollutants from reaching the water table and in some nutrient and microbe rich areas
existing within the subsurface the pollutants will be consumed as food and undergo a natural
biodegradation.
If the weather yields precipitation that exceeds the storage capacity of the infiltration system then the
accumulated runoff will flow overland along the southern curbline and exit the site via the site's entrance
where it will be conveyed to the Town's roadside drainage system.
Storage
This infiltration basin system will offer storage above the ground surface within the basins. The runoff
generated by a 1 inch storm will require 4,366 ft' of storage. The storage available within the infiltration
basin above the ground surface is 8,043 ft' (equivalent to runoff generated by 1.84 inch storm). The
infiltration trench is also interconnected to the infiltration basins such that it fills up simultaneously. The
temporary storage capacity available within the infiltration trench is 4,349 of (equivalent to runoff
produced by a V rainfall event). Combined, the infiltration systems provide a total storage of 12,392 cf,
which is equivalent to 2.84 inches of runoff.
Significant additional storage (unquantified) is available within the void spaces in basin subsurface
between the basin bottom and the seasonal high water table and the additional separation between the

submerged basin side -slopes and the seasonal high water table. A more detailed discussion of subsurface
storage volume can be found within the soils section of this narrative.
Disposal
As discussed in previous sections the majority of stormwater runoff entering this management system
will be infiltrated, therefore infiltration will be the primary source of disposal. The system has been
designed with storage so that this site will have the capability to handle in excess of a 1.84 inch storm
event. At such time that the capacity were to be exceeded then the accumulated runoff will flow
overland along the southern curbline and exit the site via the site's entrance where it will be conveyed to
the Town's roadside drainage system.
Soils
Quible & Associates performed on -site soil borings to verify soil type and determine elevation of mean
high groundwater. Information collected on site generally agrees with the United States Department of
Agriculture, Soil Conservation, Service Soil Survey of Dare County, which map the soils for this site a
follows:
OuB - Ousley fine sand, 0 to 5 percent slopes, with moderately rapid permeability.
NeC - Newhan fine sand. 0 to 10 percent slopes, with rapid permeability
As mentioned in the storage section of this narrative a more detailed description of the method of
determining the subsurface storage volume available as a function of the soils would be discussed in this
section. The following determination of the volume available in the subsurface is based on the definition
of Porosity: The ratio of volume of void spaces in a rock or sediment to the total volume of the rock or
sediment'.
Volume of pare space
Porosity = q = x 100
Volume of bulk solid
Table 10.3. Typical Total Porosities?
Material d s
rot Porocrt
st. ,�.T�Ai�
Unaltered granite and gneiss
0-2
Quartzites
0-1
' David M. Nielson, Editor, Practical Handbook of Ground -Water Monitoring, (Michigan: Lewis Publishers, Inc.,
1991), pg. 675
' David M. Nielson, Editor, Practical Handbook of Ground -Water Monitoring, (Michigan: Lewis Publishers, Inc.,
1991), pg. 406
3 Fletcher G. Driscoll, Ph.D., Principle Author and Editor, Groundwater and Wells, 2' edition, (Minnesota: Johnson
Filtration Systems Inc., 1986), pgs. 66-67

Shales, slates, mica-schists
0-10
Chalk
5-40
Sandstones
5-40
Volcanic tuff
30-40
Gravels
25-40
Sands
15-48
Silt
35-50
Clays
40-70
Fractured basalt
5-50
Karst limestone
5-50
Limestone, dolomite
0-20
Table 5.1 Porosities for Common Consolidated and Unconsolidated Materials'
U�icomohduedt�ws4
m(,"/o)� �'y
Consoled e6& ocksF'
('%"):'
Clay
45-55
Sandstone
5-30
Silt
35-50
Limestone/dolomite
1-20
Sand
25-40
Shale
0-10
Gravel
25-40
Fractured crystalline rock
0-10
Sand & gravel mixes
10-35
Vesicular basalt
10-50
Glacial till
10-35
Dense, solid rock
<1
Based on the information in the proceeding tables a value of 20% void space has been assigned to the
sandy soils located on the subject parcel. This value should be considered conservative. A distance of
two vertical feet is to be maintained between the infiltration basin bottom and the seasonal high water
table elevation. Soil borings indicate a seasonal high water table of approximately 7.0 feet MSL. The
proposed infiltration basin bottom elevation was designed at an elevation of 9.0 MSL, providing for a
vertical separation of 2.0 feet. Within this separation distance exists a volume of soil containing a
minimum of approximately 20% void space. This void space will become filled with water and provides
for an additional volume for stormwater runoff storage.
' David M. Nielson, Editor, Practical Handbook of Ground -Water Monitoring, (Michigan: Lewis Publishers, Inc.,
1991), pg. 675
' David M. Nielson, Editor, Practical Handbook of Ground -Water Monitoring, (Michigan: Lewis Publishers, Inc.,
1991),pg. 406
' Fletcher G. Driscoll, Ph.D., Principle Author and Editor, Groundwater and Wells. 2"d edition, (Minnesota: Johnson
Filtration Systems Inc., 1986), pgs. 66-67

Calculations
A set of stormwater calculations can be found within appendix portion of this narrative.
Conclusions
The proposed stomiwater management plan for this site will handle in excess of the 1.0 inches of
stormwater runoff generated by all surfaces, pervious and impervious located within the drainage area by
incorporating an infiltration basin in conjunction with infiltration swales. The proposed system will offer
preliminary, primary and secondary methods of treatment as well as an alternate method of disposal
should the capacity be exceeded. The soils on site have infiltration rates approximately 2.0 inches per
hour, conditions ideal for an infiltration basin system. This proposed design will more than adequately
serve the stormwater management requirements of this site.

SHEET NO. 6
SOIL SURVEY OF DARE COUNTY, NORTH CAROLINA
75° 77 l.Q'
6°00'00`

MEMORANDUM
October 16, 2007
Subject: Sineath Properties, LLC/ Artisan Marble and Tile
Stormwater Infiltration Basin Borings
To: Andy Deel, P.E.
From: Warren Eadus, L.G.
On October 12, 2007, a total of three soil borings were advanced at the above referenced site in Nags
Head. All of the borings were sited within the proposed stormwater basins on the property based on a
site sketch you provided. The purpose of the soil borings was to determine the depth to the seasonal high
water table.
According to the USDA Soil Conservation Service Soil Survey of Dare County, the soils in the vicinity
of the site appear to be mapped as Newhall Fine Sands. Included within this mapping unit are Ousley
Fine Sands. Both deposits are related to wind deposition and are found on hammocks.
In general, the soils at the site (to depths of four feet) are moderately well sorted fine quartz sands with
little to no organic material or mineral soils present. In each of the borings the saturated water table was
not encountered. The seasonal high water table (based on oxidation and soil staining -blue line) appears
to be 3.0 feet below ground surface. Boring logs are enclosed with this memorandum.
Please do not hesitate to contact me if you have any questions or require any additional information.

3"
I z
0
115E V
x.
Ila-
Iding
J N j ship
ARTISAH
%,W - z
MARBLE & TILE
A
Al,
0
-9
L6
Mann Point
.65
...... fj hitting
Magnetic Declination Sand Dunes
zi
I
Name:MANTEO
Date: 10/16/2007
Scale: 1 inch equals 2000 feet
5
A'TL AN P\1 C
10 C EAN
z
21
SCALE 1:24000
I MILES
0 1000 YARDS
0 1 KILOMETER
Location: 035.9846583' N 075.64928380 W NAD 83
Caption: ARTISAN MARBLE TILE
NAGS HEAD
DARE COUNTY
22
z

2.
3.
4.
5.
6.
7.
8.
khau A &&&WWWI e SINCE 1959
Associates,
& P.C.
WELL LOG/BORING LOG
V>IQItI=Y H'd,: :i Nt�iu!: Ji�'�ni
1'l!i of $ir , nF; 4
PURPOSEOFWELLBORING AsTf;lmeVA-R&N of se?vsomofG irylidf W+rrnz
WELL/BORING NUMBER/LOCATION
OWNER/ADDRESS 51o(4nL IFAi MAfdMS Ite Pa So,Y /4fx "(24 ! tic ?025-1
DATEINSTALLED Oco (Z Z0®*
TOTALDEPTH 4 F x=r- $6S t
STATIC WATER LEVEL --W& — —
TOPOGRAPHIC LAND SETTING _f/ /mI124 SL(rlFT eN oyNDln�G
LATITUDE/LONGITUDE 35.98 7 0� t39S At 6-. 1. -;L .1 A
9.
CASING
10.
SCREEN
11.
SAND PACK
12.
GROUT
13.
COMMENTS
DEPTFI(Ff.)
FROM T'O
FROM T
FRO TO
FRO TO
LOCATION SKETCH
NiF
TN
Nh65 YIBAD iQ� 3'iA�FYot.
y
�G
a
ult:
"jou,�N of NAGIS
I{SRp
DEPTFI FORMATION DESCRIPTION
Q f
hAA1- -A4000M
to 4't= 5'(3
—
s D
to w v- b 3
�ill6 -Ad.JG'UIUM s/hya
IO 5 9- �lZ
U
F
H

2.
3.
4.
5.
6.
11
Ei. - • �r 4
WELL LOG/BORING LOG
PURPOSE OF WELL/BORING Aerr:r-AttvAnoN of SE745oNi(t /jjlij{ �r/AiETZ
WELL/BORING NUMBER/LOCATION
OWNER/ADDRESS !utj4mP9bA:tA7Ysr uz Po Sok /biz ,vwq< /;anb, .JG 411"
DATEINSTALLED OcYDo 1z, Zook
TOTAL DEPTH 4 Fir 'I365 r
STATIC WATER LEVEL Atl&
TOPOGRAPHIC LAND SETTING _Harr /m //7 otea�phc
5.,w ouNp!n/
LATITUDE/LONGITUDE 39E S?S fd Ti.loso`3-;L59i
9.
CASING
I0.
SCREEN
11.
SAND PACK
12.
GROUT
13.
COMMENTS
DEPT] I (FT.)
FROM To
LOCATION SKETCH
TO
TO
�N
N(F
N445 Ia:.AC sA.� 57Egq'aE
uIF
To W d of N WA
*00
DEPTH FORMATION DESCRIPTION
fi��$2duN L-gase
�jNE - u[�oion� s�ivD
1o�rt, S/3
PALE mkyl aw/ /m r
Finl�- wL�-Dir.� st+uo
36j1 t _LLCelFT 81ZoWN- GIZQV L.bnS6
F
.yam St-Y►SONNL l�il� WNTL�Q
& rzfi4&mp A-r 3 Cp " 73 s
K st-D ON 4 D DN

Quible
Associates, o
P.C.
WELL LOG/BORING LOG
I. PURPOSE OF WELL/BORING >znj
2. WELL/BORING NUMBER/LOCATION
3. OWNER/ADDRESS 51NEAj,9 FA
4. DATE INSTALLED OGYDftZ It,
5. TOTAL DEPTH 4 err 1565+
6. STATIC WATER LEVEL IV14-
7. TOPOGRAPHIC LAND SETTING rfA
8. LATITUDE/LONGITUDE __35'. 9 8 7 1
9.
CASING
10.
SCREEN
11.
SAND PACK
12.
GROUT
13.
COMMENTS
OF sJSoNi(t /fj&Lf G+1
-, `
DEP171
DEPTH (FT.) 0
FROM I'O�
FROM T
FROM To
FROM TO
u
t"
LOCATION SKETCH
PIF TN
NArds 1 tft 04T 01D$F1(yE
LO -14
5S�
IL
A
u�F
•joµ� N of N PC�'i
S.6S0-f-1 i8
FORMATION DESCRIPTION
�a � - Br9aeuN Loos
IDv+t S�3
_PAVE R3rcowN iooSE
_F•+Nt lytb� �m 3Ar/p
i 0 o 1,63
FiN� • iuclaun� sn-rrp
F.brllukv,o A•r s(e" m5
AA46-b a
S4tuDN SO S

p v e SINCE 1959 SHEET NO. �- I OF S
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
8 Juniper Trall • P.O. Drawer 870 • Kitty Hawk NC 27949
Phone [phone] • FAX [phone] • E-Mall: [e-mail]
CALCULATED BY DE,' DATE
CHECKEDBY DATE 11 1 1V Q7
Anal F
'Vraioaje Area..; E..11-53 y of i1..4�4 l-lc.)
C"Ar,
� f
-,PAL `
Q2nIF. A
_.. Ele,✓,
Il- cccr Avg; Area
Vol ,
�..�e,��
9if
-�2,�34
Jo0
2,6.4.5s ..
Kzcfcf.
4,Q53IF
4,4-5.3 ...
GI 11,' flci!Gn �C5ln
5ioiale
ftovx'e t ,043cf

a
SINCE 1959
SHrET NO. OF
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
8 Juniper Trail • P.O. Drawer 870 • Kitty Hawk, NC 27949
Phone [phone] • FAX [phone] • E-Mail: [e-mail]
CALCULATEDBY iDAj) DATE
CHECKED BY DATE L%
SCALE
Ton ro,1^. 10:.63io !ll 6.3`
7 FvG.3/�+�l��.rly, .vSe.IO,C 3� a,a foPo�. Siorar��.ul/ice.
rose, bed..
SfDi JP Lv/ice CcavE�: ��674iF.X 110,G3 .9.a)1X0.4 ' 4 fI,-.
Sfora�P. w/i sanrl,vAcler ref i�. fve,•ck: ;6,670fA ,,r� ;Z
101al LLI, Trenc( S'iorage 70/7cf
�;re�j�yr ;tno

SINCE /959wuRi .
SHEET NO. � _ OF
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
8 Juniper Trail • P.O. Drawer 870 • Kitty Hawk, NC 27949
Phone [phone] • FAX [phone] • E-Mail: [e-mail]
CALCULATED BY� DATE CHECKEDBY DATE N(WO7
SCALE

- Uabie SINCE 1959 SHE
SHEET NO. OF
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
8 Juniper Trail • P.O. Drawer 870 • Kitty Hawk NC 27949
Phone [phone] • FAX [phone] • E-Mall: [e-mail]
•1./L4YLUQ.GWr1 _Gabs.:.. . .
h 6 Lied Y61 uq« l0 l2; c F
CALCULATED BY
DATE
CHECKED BY eks DATE If / / i/f 7
SCALE

u i (m ® SINCE 1959
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
8 Juniper Troll • P.O. Drawer 870 • Kitty Hawk NC 27949
Phone [phone] • FAX [phone] • E-Mall: [e-mail]
SHEET NO. OF
CALCULATED BY DATE
CHECKED BY DATE
SCALE
5r}r CouPc.�e: (Loic�,1'riledlus;"`�:� h'CDtN� me�lodo%:w, +or iflf'asictr,E)
lolctl 5dir! Arlen; 67, Z94 3F (2.o A,<)

Permit
®gin
NC®EN
R
(to be provided by DWD)
020� wArF�, 0
DEC 19 20ARMWATER MANAGEMENT PERMIT APPLICATION FORM �€
r r 111AIv �n 401 CERTIFICATION APPLICATION FORM
(d .e-iA oINFILTRATION TRENCH SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
rrolect name
Contact person
Phone number
Date
Drainage area number
Artisan Marble and Tile
David A. Deal, P.E.
252-261-3300
12/1712007
I I1.1DESI G NI I N UR MATII ON
Site Characteristics
Drainage area
62,539.00 ft2
Impervious area
40,139.00 ft2
Percent impervious
64.2%
Design rainfall depth
1.0 in
Peak Flow Calculations
Is pre/post control of the 1-yr 24-hr peak Flow required?
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SR Waters
Minimum volume required
Volume provided
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Trench Design Parameters
Drawdown time
Perforated pipe diameter
Perforated pipe length
Stone type (if used)
Stone void ratio
Stone is free of fines?
Trench Elevations
Bottom elevation
Storage/overflow elevation
Top elevation
N (Y or N)
In
in/hr
ft3/sec
ft3/sec
ft3/sec
4,366 ft3
12,392 ft3
in
ft3
ft3
ft3
ft3
OuB/NeC
2.00 in/hr
7.00 fmsl
0.83 days
6 in
500 ft
Angular Stone
0.4
OK for non -SR waters
OK
Y (Y or N) OK
9.00 fmsl OK
10.63 fmsl
Vanes fmsl
Form SW401-Infiltration Trench-Rev.1
Parts I. & It. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
Trench Dimensions
Length (long dimension)
230
ft
Width (short dimension)
29
ft
Height (depth)
It
Additional Information
Total runoff volume captured by trench
0.10
ac-in
OK
Length of vegetative filter for overflow
n/a
it
OK
Number of observation wells
n/a
OK
Distance to structure
19
ft
OK
Distance from surface waters
>500'
it
OK
Distance from water supply well(s)
n/a
ft
OK
Separation from impervious soil layer
n/a
ft
OK
Naturally occuring soil above SHWT
2
It
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Recorded drainage easement provided?
n/a
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Trench wrapped with geotextile fabric?
Y
(Y or N)
OK
Pretreatment device provided
Y
Form SW401-Infiltration Trench-Rev.1 Parts I. & It. Design Summary, Page 2 of 2

Permit No
(to be provided by DWQ)
III., REQOIRED,ITEMS, CHECKLISTS. n.�' ?k - .." '�. %r b Id
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Sheet No.
(,Initials
�[A�_
Sheet 2
1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Trench dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
Sheet 2
2. Partial plan (1" = 30' or larger) and details for the infiltration trench showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
Sheets 7, 8
-Pretreatment device.
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
Narrative
- Inlet and outlet structures.
4. A table of elevations, areas, incremental &
volumes accumulated volumes to verify the volume provided.
Narrative
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
Sheet 2
6. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
Sheet 5
7. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
Narrative
8. The supporting calculations.
Attached
9. A copy of the signed and notarized inspection and maintenance (AM) agreement.
NIA
10. A copy of the deed restriction.
Form SW401-Infiltration Trench-Rev.1 Part III. Required Items Checklist, Page 1 of 1

ARA
NCDENR
North Carolina Department of Environment and Natural Resources
Request for Express Permit Review
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Include this form
with the application package because it helps us to distinguish, which projects are going throtigh'�the:-ezpiess�7review
and not the routine review:
• Fayetteville or Raleigh Region -David Lee 919-791.4203; david.lee(ancmail.net DEC 19 2007
• Mooresville & Asheville Region -Patrick Grogan 704-663-3772 orpatrick.aropan e(v).ncmail.net 1�y' g��
• Washington Region -Lyn Hardison 252.946-9215 or lyn.hardison(ancmail.net DSWAR©
• Wilmington Region -Cameron Weaver or Janet Russell 910.350.2004 or cameron.weaver(o)ncmail.net [e-mail]
Project application received after 12 noon will be stamped in the following work day.
APPLICANT Name Francis Elbers. President
Company Artisan Marble &Tile, Inc Address 206 Villa Dunes Drive City/State Nags Head, NC Zip 27959
Phone [phone] Fax [phone] Email francis(a)artianmarbleandtile.com
PROJECT SYSTEM(S) TRIBUTARY TO Atlantic Ocean SURFACE WATER CLASSIFICATION SB
PROJECT Name Artisan Marble and Tile County Dare
PROJECT LOCATION (ADDRESS) 2230 W. LARK AVE. NAGS HEAD, NC
Phone [phone] Fax [phone] Email dadeelnaguible.com
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑Yes ❑ No
❑ STREAM ORIGIN Determination: of Stream calls; Stream Name
® STORMWATER ❑Low Density ❑ High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ® High Density -Infiltration ❑ Off Site
® COASTAL
MANAGEMENT
Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with _acres to be disturbed.(CK # (for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW
WETLANDS (401): Check all that apply
Wetlands on Site ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No I
404 Application in Process w/ US ACOE: ❑ Yes ❑ No I
Perennial, Blue line stream, etc on site ❑ yes ❑ No
Isolated wetland on Property ❑ Yes ❑ No
Buffer Impacts: ❑ No ❑ YES: acre(s)
Minor Variance: ❑ No ❑ YES
Major General Variance ❑ No ❑ YES
401 Application required: ❑Yes ❑ No If YES, ❑ Regular
Permit Received from US ACOE ❑ Yes ❑ No
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application fee, to be
charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR use
Fee Split for multiple permits: (Check # 1012)
Total Fee Amount $ 4000
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
12/19/07
$2000
Variance ❑ Mai; ❑ Min
SW (® HD; ❑ LD)
12/19/07
$2000
401:
LQS
Stream Deter,_

FRANCIS M ELBERS
2W W VILLA DUNES DR - 1012
NAGS HEAD NC 27950-9234
Vanguard'Treasury
Money Market Fund
DATE 52-22/311
PAY TO THE ORDER OF - I l G Iy 4K $ ✓f OO � . (,�
F-a�/J� O O I q OG
Gd'
PAYABLE THROUGH - J NOT VALID FOR LESS THAN MO-00
First Union Bank of DE �/,,
Wilmington, DE 198M 1n1 �J-�
FoR—c- M46Vra
n• 100 SOD 10 1 2 21194:0 3 L LOO 2 2 5t:8 SO9966 160 3 159u'
DEC 19 2007
r

North Carolina Secretary of State
http://www. secretary. state. nc.us/corporations/Corp.aspx?Pitcmld=4721777
CORPORATIONS
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
Corporations Home
Search By Corporate Name
Search For New Corporation
Search By Registered Agent
Important Notice
Corporations FAQ
Homeowners' Association FAQ
Tobacco Manufacturers
Dissolution Reports
Non -Profit Reports
Verify Certification
Online Annual Reports
LINKS & LEGISLATION
KBBE B2B Annual Reports
SOSID Number Correction
2001 Bill Summaries
1999 Senate Bills
Annual Reports 1997
Corporations 1997
Register for E-Procurement
Dept. of Revenue
ONLINE ORDERS
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 12/19/2007
Click here to:
View Document Filings l
%Print apre-populated Annual Report Form i Annual Report
Count I File an Annual Report l
Corporation Names
Name Name Type
NC ARTISAN MARBLE & Legal
TILE, INC.
Business Corporation Information
SOSID:
0356097
Status:
Current -Active
Date Formed:
1/1/1995
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office
Address:
Elbers, Francis M
206 Villa Dunes Drive
Nags Head NC 27959
1 of 2 12/19/2007 4:18 PM

Excel] Spreadsheet Update
„- Subject: Excell Spreadsheet Update
From: Roberto Scheller <Roberto.Schell [e-mail]>
Date: Mon, 25 Jun 2007 13:38:58 -0400
7 To: Vivian Christy <[e-mail]>
Vivian:
There are two projects that are not listed on the tracking sheet: The Moorings
07-0220, and Hawthorne Road 07-0345.
The Mooring (07-0220) was sent a 2nd add info letter on 6/18/07
Hawthorne Road (07-0345) was sent an add info letter on 5/30/07 gets sent back on
6/29/07 if no response.
t
C
�
L1
t✓
g
r
J
J
6/25/2007 1:40 Pm�

� t
a¢
56
1
i
a
H
�
ro
I
�N
6
8�T I
gym" I
`N I
I I
I I
I I
I I
I I
I I
I
I I
I I
I I
I I
I I
I I
IL I
I
I
I I
I I
I I
I I
I I
Z
D
P
N
T
D
�tl
No
f--
�yr
I
I
�g0
I I
I I
I I
P
I I
I
n
I I
I
I I
r
I I
I I
I I
I I
I I
I I
I I
I I
4
I I
1 I
I I
I I
la I
I I
I I
Iy9 I
I I
I I
Ig I
13 I
I I
I I
I I
I I
I I
ly I
I
Ig I
la I
I I
I
I I
I I
I I
I I
I I
I I
I I
L J
I I
I I
I I
I I
I I
nn
I I
1
m
r
O
0
C
GRADING AND DRAINAGE PLAN
ARTISAN MARBLE & TILE
LOT SA CHARLES L. SINEATH SUBDIVISION
n
q 11
a1f E t€CIF g� dliiil!Oil X1
l
e�2 -5i Ye- :c " $ i ?� .c ge $ a ay; a�
�gA6
np�Z os� "eL
^, $
N
I�Ag�,�o
W54
A_wF.
N z
a
a
>ti
m
w
LI
L
�$94 yQ s 4
u VI
p8S 3 qp9
4 4 P 4 c5 R Q Q Q 4 4 R
Qy
r
rri
a gy gg _
3
e
2
�` 4
M/ol
ansONs xR nR[ u.wSNK
�O ,
� • ,n. •�.
-
c6., OvW�
H. `N C+ROC•'••:
+ Tss�i
= 2jQ0
- `° oi`ii�se
n
Qui
bl e
mroT
HCN9:•m rw NmLxL mllw+sw
/30 7
LLO I9fIL1RI.TK4 1NFNCN CUML
Associates, P.C.
ENUIROWAL • cousuCES • vuxNlNc
[NVIHONMLNIAL SCI[NCCS $IIRV[YING
�•"" Vf�, r. r Ilfal i.�_�r
0.1E
RLM90R
CERTI{ICON',•

M?1)?BLqe 711yo TlLe
SHEET INDEX
I.nDe.•.aex.,o.R..om,nr
SHEET 1
- SITE PLAN
a
SHEET 2
- GRADING & DRAINAGE
® •. "•^'
SHEET 3
- UTILITY PLAN
SHEET 4
- LIGHTING PLAN
SHEET 5
- SOIL EROSION SEDIMENT CONTROL PLAN
SHEET 6
- LANDSCAPING PLAN
SHEET 7
- SITE PLAN DETAILS
m a W F
SHEET 8-
GRADING & DRAINAGE DETAILS
SHEET 9
- WATERMAIN DETAILS
�n i M. l amn
auvo-rt Im xaxn •u�ex ®m vm..
no® a•m u
n v
w v.�m¢. o•ciw
'i
vuu w n,uim
- a v" nw 1'a,1n
.+mR
N07E:
vR el�o[
v'°ivv
enCW .F Im,�
- � .n Ipnu[q�
r u u
u f m".e ee
s v y rm! x bva un,C u x
}NC pe11 LMN ON IIIETL MMS 6 ILII[YL➢
iD K ICLUMiL M INC RCCVMLI IS NOI
mUL,MRD. iNL LDMMLIOR 6 RLYDMI[IC
ru. �xi¢ m®
- �eul wlFi �fiml
, mr yRp�p S¢ t6M1 W R➢�nn,•u OnR
iDR KRIiY4W .UL IMLS. LCGIbN; IYPE3.
YO WdSMIi O! C VII1R16
n �
npnlvi.i
u• im u. ve m x•, n„ot u'nu. v
W A
- IROI m CLWSiRUCIpN. I C6LRLI.4vLY
tl (WND. LL� AVD INC CNOM[G
�RRN W
x°IiIR6 NVC YIW CIFOIC[/5
m MM
NDLNY ID PRDLLFD.
�.
�1ppp.
.
S•�rt Ylnm nnu°wa•1
•
nmemmmm,rtxew'�atm-
°'
tx'irtv(ai vaun•[¢•.M
v •
n
as m�.em ....>m.F-n.e.
,,..mil o"ms.m '. •re r"'�•eoe`.'rm.`: "" cxel ,'as"r
N/1
mAeu�m.
a onmm - e r�
TpU
GNAGLES�LYe I%AWTM, a:
ro, nm "�: i.m
m em u, .e rm spa w •m.m cnre u w.x
^' y,'�.•y: s msr,� nx,o..• cxu rrnrt u z �ma° v ne
PARCEL 'E'
IN
E
TOYN GF NAGS hEPp
_________________________________l r____-_____
I I I
I�______-___.
I I
I I
I I
en.es s•ca.ee e.anm I
ttIORL YW DR l
W( 2lt /IfCC
1-IW-fY-.91D
NORM CRROLINA
ONE CALL
____________
----_ _____________�I
r________________________
� I I
I nsnro arcc:ae elRaw I
r----------------------------------��
I bl NAGS o-IEAO SELF STORAGE, LLG
L ___________ — bbblll Im s,naa ac es. xm
F`�O�'R mu I I I eN,..m,•em, � meM P"a�m: � II
M .J I L v ..zue :°a•a. �u SroXYoX° i A A� ia,me .xw II
� � sm. � .+. n.ee sRDx r m.•vrt - -.. .. 1 �. ^� II ..v.
TV
°"""
b �. >w m �-TWYfia.=MYti?`�'Xr�?°ro+•a � . a°°r• n'�°)�-'_ s
0 0 0 0 0 0000 00 � °oo 0 11 I
I
o° O°o 0 oe ° o0o m
Po 0 ° od' �b o 0 0 Oo o° °o o � o 08 � � 1 0 --► 4� � it s men i �� --► L J°4
��i,c. >• 0� R B d o°oao 0� Oy- ° °,B 6..' 9_8 �° k ' a v. y4 �' S e w a+ .fin n` a �A n'
—% —% —% —% (Ij—R _ _ _C%�Ii�SITYTLL-'1SZiYT.4-T.L-Tf
s[Cx V�r°ox w�Aree` mrwo u•'iocm slm �
TOVx�N O�.NAGS }iEAD
P`ro.z GRAPHIC SCALE
/ e1 D+RdR Im
1.
SITE
�n
VICINITY MAP (Nags Head)
a
€>V
a a:
n
kes $
LEGEND
=wfardn
a
5 - acsg�a
nLslrc RSPXKI IR.wdr
O//,� %tM05L0 V l P/..91dr
Y
>�OTO PRCPOSm T1Pi51WE
', '�" AYDSm ta,CIRIE
a
• El. FDN flPF
• E%. LMC. w%1.
s
• a. wc« nm
w �
Y
�
A El,
T EL rtS IINMxI
[I1. Yn1FA vuK
W
&
5
o
" %tOPMCD MB / V milEA
q
�Qj
�
M
RICPMm SRM. RVE
� S�
j,�
S
x°Pmm PIP -RA=
e e
P
n
1 — .. xmosm swuL
I
...N
ee,navno SAT RMELD LANDWO ROAD
PeWt bb
(sa' R.xl
�
a
I
ff I 1
I
I I I
1
VILL bE RTALT
1"��^I. eo®ar mnw¢
MANNA6EMENT SC4VILE5
fBn w..1 x. s•a
4�
I
\
m%Bert 10
H Klfyb�
SHEET
�.AUL
\

FABRICATION WARfHOVSf
sUIO Ni. t.
ACCE SSORY B UI LDINL
PULE. 113.
FABRICATION WAREHOUSE
AREAS HEDULE
SQ. FF11
I
lm•
KI
Oc
I Room
111.
BF
B
I I
i
F.
ISummcDm
g I I
q ��=
)04 %lu /11.1 K4
I4
ACCESSORY BUILDING
All:N
it
II
II
ii
II
�I
ii-
9j
Ij
11
I,I
II
II
11
II
I
II
�C
II
I
IF
ACC[Sf OM1Y BUILDING
4Ull:n :.3.
o I
ilLi]44�PO
EII£1ID0tl
G
0
ra ARTISAN MARBLE 61111
WORRS�Oi65HOWR0OM
NwLs ruo.N(`t c im.In
C(x0'Ji
ly
N, ll} l
JOEiI
nniLl