SW8120318_HISTORICAL FILE_20140821

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

A146VA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
August 21, 2014
Daniel D'Alessandro, Owner
8620 Bald Eagle Lane
Wilmington, NC 28411
Subject: NOTICE OF INSPECTION
7976 Market Street
Permit No SW8 120318
New Hanover County
Dear Mr D'Alessandro
John E Skvarla, III
Secretary
On July 3, 2014, Chris Baker of the Wilmington Regional Office of the Division of Water Quality
(DWQ) inspected 7976 Market Street in New Hanover County to determine compliance with
Stormwater Management Permit Number SW8 120318 issued on May 1, 2012 DWQ file
review and site inspection revealed that the site is not compliant with the terms and conditions
of this permit Please find a copy of the completed form entitled "Compliance Inspection
Report" attached to this letter, which summarizes the findings of the recent inspection
As indicated in the attached inspection report, the following deficiencies must be resolved
1 Please provide an Engineers Certification for the above referenced project
Please inform this Office in writing before September 10, 2014, of the specific actions that will
be undertaken and the time frame that will be required to correct the deficiencies Failure to
provide the requested information, when required, may initiate enforcement action including
the assessment of civil penalties of up to $25,000 per day If a written plan of action is not
submitted to this office by August 10, 2014 then DWQ staff will re -inspect the site and issue a
Notice of Violation if the listed deficiencies have not been addressed
Please be reminded that if any ownership or name change has occurred it is the permittee's
responsibility to notify this office in writing If you have any questions please contact me at the
Wilmington Regional Office, telephone number [phone]
Sincerely,
Chris Baker
Environmental Engineer II
Enclosure Compliance Inspection Report
GDSlcsb S IWQ&StormwaterlPermits & ProtectsQ0121120318 HDI2014 07 inspechon120318
cc WiRO Files
Division of Energy, Mineral, and Land Resources
Land Quality Section —Wilmington Regional Office
127 Cardinal Drive Extension Wilmmaton, North Carolina 28405 • [phone]I Fax [phone]

C201312800333
SOSID 1316769
Date Filed 5/8/2013 12 36 00 PM
Elaine F Marshall
North Carolina Secretary of State
C201312800333
State of North Carolina
Department of the Secretary of State
LIMITED LIABILITY COMPANY
ARTICLES OF ORGANIZATION
Pursuant to Section 57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit these
Articles of Organization for the purpose of forming a lumted liability company
1 The name of the limited Lability company is OCEANS10, LLC
2 The latest date on which the limited liability company is to dissolve is DECEMBER 31, 2063
3. The name and address of each organizer executing these articles of organization is as follows-
RYAN RHODENHISER 1426 COMMONWEALTH DRIVE, SUITE B
WILMINGTON, NC 28403
4 The street address and county of the initial registered office of the 1irruted liability company is -
Number and Street 8620 BALD EAGLE LANE
City, State, Zip Code WILMINGTON, NC 28411 County NEW HANOVER
5 The mailing address if different from the street address of the initial registered office is
6 The name of the initial registered agent is DAN D'ALESSANDRO
7 Check one of the following•
X (i) Member -managed LLC all of the members by virtue of their status as members shall be managers of
this limited liability company
_ (u) Manager -managed LLC except as provided by N C G S Section 57C-3-20(a), the members of this
limited liability company shall not be managers by virtue of their status as members
8 Any other provisions which the limited liability company elects to include are attached
9 These articles will be effective upon filing, unless a date and/or time is specified

C201312800333
This the `Z{. day of r i ` 2013
- 4 e - 2 4�' �L' � �
RYAN ODENHI R —ORGANIZER
or conformed copy of these articles must be filed with the Secretary of State.
tY STREET RALEIGH, NC 27603-5909

Permit Number SW8120318
Program Category
State SW
Permit Type
State Stormwater
Primary Reviewer
chris baker
Coastal SW Rule
Coastal Stormwater - 2008
Permitted Flow
Central Files APS_ SWP_
05/01 /12
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1 00
Individual
Permit Contact Affiliation
Facility -- -- -- --
Facility Name Major/Minor Region
7976 Market Street Minor Wilmington
Location Address County
7976 Market St New Hanover
Wilmington NC 28411 Facility Contact Affiliation
Owner
Owner Name
Owner Type
Individual
Daniel Dalessandro
Owner Affiliation
Daniel Dalessandro
230 Bradley Dr
Wilmington NC 28409
Dates/Events
Scheduled
Orig Issue App Received Draft Inibated Issuance
Public Notice Issue Effective Expiration
05/01/12 03/22/12
05/01/12 05/01/12 05/01/20
Regulated Activities Requested/Received Events
State Stormwater - HD - Infiltration Deed restriction requested
Deed restriction received
Additional information received
Additional information requested 04/26/12
Outfall NULL
Waterbody Name
Stream Index Number Current Class Subbasin

Baker, Chris
From
Baker, Chris
Sent
Thursday, April 26, 2012 12 00 PM
To
'charlieQmtracoastalengineenng com'
Subject
7976 Market Street Stormwater Permit
Charlie I will need a dimensioned site plan for the 7976 Market Street protect Please remember to sent to copies of the
plan
I also need to know if all BUA is being collected or if you are taking credit for some of the existing BUA currently on the
site
Thanx,
Chris

Intracoastal Engineering PLLC
April 30, 2012
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: Mr. Chris Baker
Re 7976 Market Street
PN 100-047
Dear Mr Baker
REC'D APR 3 p 2012
Please find enclosed (2) Site Plans C-1 for the above referenced project We are
delivering these based on a request from an email dated April 26, 2012 regarding the
need for additional information
Please review for approval and contact us with any questions, comments or additional
information needed
Sincerely,
Intracoastal Engineering PLLC
Charles D. Cazier, P. E
APR 3 U Linz
BY
91 Pelican Point Rd Wilmington, NC 28409 [phone]

Calculations:
• Minimum Design Volume Required:
Drainage Area #1-
Rv=005+09(la)
Rv = 0 05 + 0 9(0 5413)
Rv=053717
V = 3630 x Rd x Rv x A
V = 3630 (1 5")(0 53717)(0 57741)
V = 1,689 c f (Minimum Design Volume Required)
Volume Provided 4,374 c f (Greater than 2 5 times Minimum Design Volume)
Drainage Area #2.
Rv=005+090a)
Rv = 0 05 + 0 9(0 5142)
Rv=051278
V = 3630 x Rd x Rv x A
V = 3630 (1 5")(0 51278)(0 5759)
V = 1,608 c f (Minimum Design Volume Required)
Volume Provided 4,024 c f (Greater than 2 5 times Minimum Design Volume)
C;EIV�
LIAR 2 2 2012
BY
`o141Ho ,I�
SFAL
0325:55+ —
A -e,
40
0� 12-tz

3/22/2012 7976 Market Street 100-051
CDC 10yr Swale Calculations
Swale Calculations
3 1 swales
RH = [(3)(D) / 2(sgrt(9+1)]
= 0 470
A = (313)(D)
= 3D2
Q = (1 49/n)(A)(RH)2"(S)1!2
Q = (1 49/n)(3D2)(0 47dP(S)112
D" = [(Q)(n/1 49)] / [(3)( 47P(S)"']
Swale No 1
Drainage Area =
0 42 acres
Intensity "I" =
7 23 in/hr
Runoff "C" =
054
Q = CIA
=
1 64 cfs
Swale length =
172 ft
difference in height =
125 ft
Slope (S) =
00073
n=
003
DW= 021
D= 056ft
Vel = 1 74 fps
v
1l� p
3
3D
Swale No 2
Drainage Area =
0 10 acres
Intensity "I" =
723 In/hr
Runoff "C" =
054
Q = CIA
=
0 39 cfs
Swale length =
60 ft
difference in height =
2 00 ft
Slope (S) = 00333
n=
003
Dw= 002
D= 025 ft
Vet = 2 15 fps
• Q SEAL i
" 0325a5 .
4sp • LL - c

of wA"N
o�
P t
Daft
Project Name
Project No: -!�5 / E.D lrCounty 0
The Wilmington Regional Office of the Division of Water Quality received
your Stormwater Permit Application & $505 fee on/ --
Your project will be reviewed within 75 days of receipt & you will be notified
if additional information is needed Please be advised that the construction
of built -upon area may not commence until the Stormwater Permit is issued
If you have any questions, please contact any member of the Stormwater
review staff in the Wilmington Regional Office at [phone]
So Casmer
Administrative Assistant
DANIEL L DALESSANDRO
230 BRADLEY DRM
wn MINGTON, NC 2M �a tAROz,?
PAY�!'Q
_
M-MMI 665
nArr !O ?►� /(
$ S'd5� OO
r% FEE=
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Intracoastal Engineering PLLC
March 22, 2012
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re 7976 Market St
PN 100-047
Dear To Whom it May Concern,
WCI) MAR 2 2 2012
Please find enclosed (1) original and (1) copy of the Stormwater application
(SWU-1o1), (1) fee ($505 00), (2) Infiltration Basin supplements, (1) Operation &
Maintenance Agreement, (1) Stormwater Narrative, (1) Soils Report, (i) copy of deed, (1)
USGS Map, (1) Highlighted Drainage Area Map, and (2) sets of plans for the above
referenced project
Please review for approval and contact us with any questions, comments or additional
information needed
Sincerely,
Intracoastal Engineering PLLC
Charles D. Cazier, P.E.
t
MAP, 2 2 4"64"12
BY
91 Pelican Point Rd Wilmington, NC 28409 [phone]

03/22/12
Stormwater Narrative
7976 Market Street
New Hanover, NC
PN 100-047
7976 Market Street is an existing 165 acre site with two (2) existing residential dwelling
units with existing gravel parking located in New Hanover County, NC The existing dwelling
units are to be remodeled and expanded to become a restaurant We are proposing to add gravel
parking in the rear of the site and asphalt parking in the front The asphalt driveway access to
the rear parking has been designed as one-way, in order to reduce impervious surface and
disturbed area Parking has also been strategically located in order to save as many existing
trees as possible
The existing topography of the site splits the property, having the front portion of the
site sloping toward Market Street (Northwest) at approx 0 5%, while the rear slopes to the
existing delineated "404" wetlands (Southeast) at approx. 4 o% Runoff will be directed to Two
(2) proposed Infiltration Basins (Infiltration Basin #1 & Infiltration Basin #2) by means of sheet
flow and 3 1 grassed swales
Infiltration Basins#1 & 2 have been designed to treat 2 5 times the 1 5" runoff volume
while using 1/2 infiltration rates found in the soils report A total of 33 33% impervious is
proposed for the site This includes 4,367 s f of Existing Building & Expansion, 1,26o s f of
proposed sidewalk, 17,588 s f of proposed parking, 800 s f for outside sitting area, and 2,500
for future BUA Total Impervious Area for the site 1s 26,515 s f Runoff from this site is
discharged to Pages Creek Classification SA,HQW Index #18-87-22 By the enclosed USGS map
7976 Market Street is outside the 1/2 mile radius of SA waters
Drainage Area #1 consists of 3,555 s f of existing building/expansion area, 8,000 s f of
parking area,1,26o s f of sidewalk and 800 s f of outside sitting area This drainage area runoff
is treated by sheet flow to Infiltration Basin #1 Infiltration Basin #1 provides 4,374 cf of storage
which 1s 2 5 times greater than the required 15" minimum design volume
Drainage Area #2 consists of 812 s f of proposed building expansion area, 9,588 s f of
parking area, and 2,500 s f for future BUA This drainage area runoff is treated by sheet flow
and 3 1 grassed swales to Infiltration Basin Area #2 Infiltration Basin #2 provides 4,024 cf of
storage which is 2 5 times greater than the required 15" minimum design volume
Fz C F NO E
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UTILITY MAP INfRACOASTAL
FOR ENGINEERING, QLLC
!1 PNSem hlm Ila9d
6Y SVP
7976 MARKET�STREET U-N t-P�
NEW HANOVER COUNTY NC

AMP
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47
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L14LOiN111111
'FOR p;g�glTTµN Rli* DEED'
E HRNOVER gpUNTY NC
V10 DEC 07 01' 49
9K K ROE $TO 1370,E N
SPECIAL NARRAMT DEED E C E I Y+' ,
Excise
2 2 2012
xciee Tax: $ 31)0 00
Tax ID# : W 3600 - 005 -O a0 - Wa> BY
Property Address: 7976 MARKET STREET, WILMINGTON, NC 28405
Mail to: Pa &k q45, W irn-:." ct+e ' r. L
Drawn by: Lancaster & Trotter, attorneys
4430 Park Road
Charlotte, NC 28209
[phone]
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVRR
a84oa
INSTURN TO
G& A RH DU Ws"
THIS INDENTURE Made this � day of 'tC,erube✓ 2010,
between TD Bank, N.A., successor v merger to Carolina First Bank,
hereafter GRANTOR, and ** hereafter GRANTEE. The
designation Grantor and Grantee as used herein shall include said
parties, their heirs, successors, and assigns, and shall include
singular, plural masculine, feminine or neuter as required by
context. **DANIEL L. W ALESSANDRO, GRANTEE
WITNESSTTH, that the Grantor, for a valuable consideration paid by
the Grantee, the receipt of which is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the
Grantee in fee simple, all that certain lot or parcel of land
situated in NEW HANOVER County, North Carolina and more
particularly described as follows:
Beginning at an iron pipe in the southeastern line of
Market Street (U.S. Highway No, 17, 100 foot right of
way), the westernmost corner of the tract presently
owned and occupied by the Fiber Glass Pool Company,
Incorporated by deed recorded in Book 1052, at Page 753
of the New Hanover County Registry, said pipe being
South 46 degrees 13 minutes Went along said line of
said road 322.0 feet from a point where the centerline
of a culvert under said highway that accommodates the
waters of Sweet rater Branch intersects said

southeastern line of Market Street (U.S. Highway No.
17), running thence South 43 degrees 47 minutes East
along the southwestern line of said pool company tract
and with said line extending 400.0 feet to an iron
pipe; thence south 46 degrees 13 minutes West and
parallel with said road 180.0 feet to an iron pipe;
thence North 43 degrees 47 minutes West and parallel to
the first call 400.0 feet to an iron pipe in the
southeastern line of said road: thence North 46 degrees
13 minutes East along said line of said road 180.0 feet
to the point of Beginning; the same containing 1.65
acres and being a portion of the Koonce tract fronting
on U.S. Highway No. 17 and conveyed to Bayshore
Estates, Inc. by deed recorded in Book 681, at Page 109
of the New Hanover County Registry. Being the same
property conveyed by deed recorded in Book 1135, Page
1727, New Hanover County Registry.
SUBJECT, however, to the right-of-way or easement
thirty (30) feet in width of Carolina Power & Light
Company, for the power line paralleling U.S. Highway
No 17, the center line, of same being 205.0 feet
southeastwardly as measured at right angles from the
southeastern line of said highway, and said
right-of-way extending from the southwestern line of
the above described tract to the northeastern line of
same.
SUBJECT, also, to the service line leading
southeastwardly from said power line across the
easterly portion of the above described tract.
SAVE AND EXCEPT ANY RELEASES, DEEDS OF RELEASE OR PRIOR
CONVEYANCES OF RECORD.
SAID PROPERTY IS COMMONLY KNOWN AS 7976 MARKET STREET,
WILMINGTON, NC 28405.
Deed Reference: Book 5513 Page 529
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all
privileges and appurtenances thereto belonging to Grantee in fee
simple.
And the Grantor covenants with the Grantee, the Grantor has done
nothing to impair such title as Grantor received, and Grantor will
warrant and defend the title against the lawful claims of all
persons claiming by, under or through Grantor.

IN WITNESS WHEREOF, the Grantor has hereunto set his hand, or if
corporate, has caused this instrument to be signed in its
corporate name by its duly authorized officers by authority of its
Board of Directors, the day and year first above written.
TD Bank, N.A., successor by merger to Carolina First Bank
By '-.C)rA-+ �a.ts_ CA
PreNi ent
STATE OF
COUNTY OF �l
I, ?!(at. /W 114 G y Y a, Notary Public of the said
County and State cert fy tEat Za 4 ,- I. e A -T." ,
personally came before me this day and acknowledged that a}he is
j/iG a -President of TD Bank, N.A., successor by merger to
Carol na F rat Bank, and that as r/i'c. a -President being
authorized to do so, (s)he executed the forego ng on behalf of the
corporation. Z
O Witness my hand and official seal this oZ / day of
.Zoi O
Ro-tart Public
My Commission expires:
(Rota
�0
.�O,f4Y PG9�fc„�
r x �Ay
Comrnlssfan
.00
� E71QIfB8 �
D5/D5/2D18 +`
'',� 11111OB ``p

e
�9Alr�r;fU�
JENNIFER H MACNEISH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
iMiilAf►AfAM*Nil/ist4►/tt*rtklM*tKAM*ii*it**ti**i�lif ff Ah*!A*1rAlithlf }ft}tt}trtt*it!*t}f *A�t4*}f•
Filed For Registration: 12/07/2010 01.49.24 PM
Book. RE 5630 Page. 2614-2617
Document No. 2010035071
4 PGS $25 00
NC REAL ESTATE EXCISE TAX: $370.00
Recorder, JOHNSON, CAROLYN
State of North Carolina, County of New Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT.
*2010035071*
2010035071

Casmer, Jo
From. Casmer, Jo
Sent- Wednesday, February 01, 2012 1145 AM
To. 'Charlie Cazier
Cc. 'kellyabernathyjohnson c@hotmail corn'
Subject: 7976 Market Street Protect
Hi Charlie Janet tells me you called her about this project. You can contact me directly for these type of
issues . or do we have you so completely confused that you don't know who to call about what anymore?
Haha I speak only the truth
In any event. I understand you want this submission back as there are a variety of issues that have come to light
since Vincent Lewis visited the site. 1 have bundled it up and am walking it up to the reception desk now — you
can come get it anytime.
Hope you are well
fo GAsmer
Administrative Assistant IV
NC Dept of Environment & Natural Resources
Division of Water Quality -Surface Water Protection Section
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone [phone]
Fax [phone]
Small correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties

s w

Completeness Review Checklist
Project Name `T ` Received Date
Project Location Accepted Date
Rule(s) �008 Coastal 1995 Coastal Phase 11 (WiRO)Universal �1988 Coastal
Type of Permit New or Mod or PR Existing Permit # (Mod or PR) MPE Cert on File
Density CHQor LD Type Commercial or Residential 1:1NCG
% OK?) Stream Class 5�,�riw.� OSA Map �Offsite to SW8
Subdivided? Subdivision or 7FJORW Map MExempt
Paperwork - Emailed Engineer on
I Supplements) (1 original per BMP) BMP Type(s) 2,,Q
r711MM with correct/original signatures (1 original per BMP except LS/VFS and swales)
Application with correct/original signatures
Corp or LLC Sig Auth per 5oS or letter Note to Reviewer:
✓ $505 (within 6mo) v1045 )ZE'tveti W l 6 rciR ZI'OR6TEnf f 10/1
'oils Report with SHWT �' �ISE�1'jC7 C\)1NC
ElCalculations (signed/sealed) --q.5c rftA' CAVs
'Y-,nNa obvious errors CPCk
Density includes common areas, etc
Deed Restrictions, if subdivided
igned & Notarized
Plans
ETSets El Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading Wetlands Delineated or No Wetlands
Vicinity Map F1 Layout (proposed BUA dimensions)
Legend �DA Maps Project Boundaries
Infiltration Wet Pond Offsite
Soils Report Soils Report MPE Cert for Master Lot #
]SHWT SHWT Deed Rest for Master Lot #Matches Master
Bottom PP BUA Permitted (Master) sf
Visited BUA Proposed (Offsite) sf
Additional Information
rermniea
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

X'IS
NEW HANOVER COUNTY
Engineering DepartmentlWater and Sewer District
230 Government Center Drive • Suite 160
Wilmington, North Carolina 28403
/TELEPHONE [phone] Beth E Wetherell, C.P E S C
Fax [phone] Soil Erosion Specialist
1
4Z-
February 14, 2012 �b'
�
Daniel D'Aless dro
230 Bradley Dn e, !/ r
Wilmington, No Carotin 28409
CERTIFIED
RE Notice of Violation of Land Disturbing Activity
Grading Permit Number 23-11.
Location 7976 Market Street
Description of Violationlsl: This project started land disturbing activity prior to
issuance of the land disturbing permit and prior to the required preconstruction meeting
Dear Mr Daniel D'Alessandro
This letter constitutes Notice of Violation of Section 23-237 (4), Section 23-248 (b),
and Section 23-248 0) Please refer to Section(s) 23-250 (b), Section 23-251 (a) (1) ,
Section 23-251 (a) (2), Section 23-251 (a) (3), Section 23-251 (a) (4), Section 23-251 (b),
Section 23-252 (a) and Section 23-252 (b) of the New Hanover County's Soil Erosion and
Sedimentation Control Ordinance for penalties prescribed by this ordinance
Section 23-237 Mandatory standards for land disturbing activity
No land disturbing activity subject to the control of this Article shall be undertaken except
in accordance with the following mandatory standards
(4) Pnorplan approval No -person shall initiate any land disturbing activity that will
disturb more than one acre on a tract unless 30 or more days prior to initiating the
activity, an erosion and sedimentation control Plan must be both filed with and Approved
by the county Once a plan has been approved, the land disturbing activity must be
conducted in accordance with the plan and permit conditions The county shall forward
to the Director of the Division of Water Quality a copy of each erosion and sedimentation
control plan for a land disturbing activity that involves the utilization of ditches for the
purpose of dewatering or lowering the water table of the tract

N.
Section 23-248 Erosion and sedimentation control plans
(b) Persons conducting land disturbing activity on a tract which covers one or more areas
shall file three copies of the erosion control plan with the county at least 30 days prior to
beginning such activity and shall keep another copy of the approved plan and a posted
copy of the permit at the job entrance, or on the job site before construction begins No
land disturbing activity is allowed until both the land -disturbing permit and, if applicable,
a County Stormwater ATC permit has been approved After approving the Plan, if the
county either upon review of such plan or inspection of the job site, determines that a
significant nsk,of accelerated erosion or offsite sedimentation exists or if design changes
have been made'to the original plan, the county will require a revised Plan Pending the
preparation of the revised plan, work shall cease or shall continue under conditions
outlined by the approved plan and/or appropriate regulatory authority
U) AnyRerson engaged in land disturbing activity who fails to file a Plan in accordance
with the Ordinance or who conducts a land disturbing activity except_m accordance with
provisions of an approved Plan _and/or
_the perrrut conditions shall be deemed in violation
of this article
Section 23-250 Inspections and investigations
(b) If through inspection it is determined that a person engaged in land disturbing
activity has failed to comply with the Act, this Ordinance, or rules or orders adopted or
issued pursuant to this Ordinance, or has failed to comply with an approved Plan or
permit conditions, a notice of violation shall be served upon that person by registered or
certified maxi or other means reasonably calculated to give actual notice The notice shall
set forth the measures necessary to achieve compliance with the Plan, specify a
reasonable time period within which such measures must be completed, and warn that
failure to correct the violation within the time period will result in additional civil and
criminal penalties for a continuing violation However, no time period for compliance
need be given for failure to submit an erosion control Plan for approval or for obstructing,
hampering or interfering with an authorized representative while in the process of
carrying out his official duties If the person engaged in land disturbing activity fails to
comply within the time specified, enforcement action shall be initiated
Section 23-251 Penalties
(a) Civil penalties
(1) Any person who violates any of the provisions of this Ordinance, or rules or
orders adopted or issued pursuant to this Ordinance, or order adopted or issued
pursuant to this Ordinance or the Act by the commission, or who initiates or
continues a land disturbing activity for which an erosion control Plan is required
except in accordance with the terms, conditions, and provisions of an approved
plan, shall be subject to a civil penalty The maximum civil penalty for a violation
is $5,000 00 per calendar day A civil penalty may be assessed from the date of the
violation Each day of a continuing violation shall constitute a separate violation
The person alleged to be in violation will be notified of the violation by registered or
certified mail, return receipt requested or other means reasonably calculated to
give actual notice The notice shall describe the violation with reasonable
particularity, specify a reasonable time period within which the violation must be
corrected, and warn that failure to correct the violation within the time period will

result in the assessment of a civil penalty or other enforcement action If, after the
allotted time period has expired, the violator has not completed corrective action, a
civil penalty may be assessed from the date of the notice of violation However, no
time period for compliance need be given for failure to submit an erosion control
Plan for approval or for obstructing, hampering or interfering with an authorized
representative while in the process of carrying out his official duties
(2) The County Manager or his designee shall determine the amount of the civil
penalty to be assessed under this subsection and shall notify the person who is
assessed the civil penalty of the amount of the penalty and the reason for assessing
the penalty In determining the amount of the penalty the County Manager or his
designee shall consider the degree and extent of harm caused by the violation and
the cost of rectifying the damage, the amount of money the violator saved by
noncompliance, whether the violation was committed willfully, and the prior record
of the violator in complying or failing to comply with this article and shall direct the
violator to either pay the assessment or contest the assessment within 30 days
after the receipt of the notice of assessment, by filing a petition for a contested case
in the Office of Administrative Hearing in accordance with Article 3 of Chapter
150B of the General Statutes Notice of the assessment shall be by registered or
certified mail or other means reasonably calculated to give actual notice
(3) Any appeals from the determination of the Office of Administrative Hearing
shall be made by the Secretary of the Department of Environment and Natural
Resources in accordance with Articles 3 and 4 of Chapter 150B of the General
Statutes Appeal from the final decision of the Secretary of the Department shall be
to the Superior Court of the county where the violation occurred Such appeals
must be made within 30 days of the final decision of the Secretary of the
Department of Environment and Natural Resources If payment is not received or
equitable settlement reached within 30 days after demand for payment is made, the
matter shall be referred to the county attorney for institution of a civil action in the
name of the county in the appropriate division of the general courts of justice for
recovery of the penalty A civil action must be filed within three years of the date
the assessment was due An assessment that is not contested is due when the
violator is served with a notice of assessment An assessment that is contested is
due at the conclusion of the administrative and judicial review of the assessment
(4) Civil penalties collected pursuant to this article shall be credited to the general
fund of the county as nontax revenue
(b) Criminal Penalties Any person who knowingly or willfully violates any provision
of this article, or rule or order adopted or issued pursuant to this article, or who
knowingly or willfully initiates or continues a land disturbing activity for which an
erosion control plan is required except in accordance with terms, conditions, and
provisions or an approved plan, shall be guilty of a Class 2 misdemeanor which
may include a fine not to exceed $5,000 00 per calendar day
Section 23-252 Injunctive relief
(a) Whenever the governing body has reasonable cause to believe that any person is
violating or threatening to violate this article or any rule or order adopted or issued
pursuant to this article, or any term, condition, or provision of an approved erosion

control plan, it may, either before or after the institution of any other action or proceeding
authorized by this article, institute a civil action in the name of the county, for injunctive
relief to restrain the violation or threatened violation The action shall be brought in the
superior court of the county
(b) Upon determination by a court that an alleged violation is occurring or is
threatened, it shall enter such orders or judgments as are necessary to abate the violation
to ensure that restoration is performed, or to prevent the threatened violation The
institution of an action for injunctive relief under this section shall not relieve any party to
such proceedings from any civil or criminal penalty prescribed for violations of this article
Corrective measurelsl needed and Time to Comply: Immediately cease all land
disturbing activity, except for stabilization of disturbed areas on this project until the
Land Disturbing permit has been issued and the preconstruction meeting has been held
A civil penalty in the amount of $5,000 has automatically been assessed for this
violation If the deadlines for corrective measures are not met, an additional daily $5,000
civil penalty will be assessed Once the plans have been approved and the Land
Disturbing Permit has been issued, you will have the opportunity to appeal this
assessment You can contact me at [phone] regarding the required compliance
action or to request an appeal of this Notice of Violation once all repairs have been made
onsite and/or the plans have been approved
Sincerely,
Beth Easley Wetherill
Soil Erosion Specialist
New Hanover County
cc Chris Coudnet, Assistant County Manager
Jim lannucci, P E , County Engineer
Kemp Burpeau, NHC Deputy County Attorney
Charles Smith, NHC Community Relations Coordinator
Linda Painter, NHC Zonnng
Jo Casmer, NCDENR Water Quality
Charlie Cazier, PE, Intracoastal Engineering

r'
01/20/12
Stormwater Narrative
7976 Market Street
New Hanover, NC
PN 100-047
7976 Market Street is an existing 165 acre site with two (2) existing residential
dwelling units with existing gravel parking located in New Hanover County, NC The
existing dwelling units are to be remodeled and expanded to become a restaurant We
are proposing to add gravel parking in the rear of the site and asphalt parking in the
front The asphalt driveway access to the rear parking has been designed as one-way, in
order to reduce impervious surface and disturbed area Parking has also been
strategically located in order to save as many existing trees as possible
The existing topography of the site splits the property, having the front portion
of the site sloping toward Market Street (Northwest) at approx o 5%, while the rear
slopes to the existing delineated "404" wetlands (Southeast) at approx 4 o% Runoff
will be directed to Two (2) proposed Infiltration Basins (Infiltration Basin #1 &
Infiltration Basin #3) by means of sheet flow Infiltration Basin #2 has been included
based on New Hanover County requirements but has not been included in these
calculations Drainage area #2 that drains to Infiltration basin#3 includes all the area of
Infiltration Basin #2 and surrounding impervious surface
Infiltration Basins#1 & 3 have been designed to treat 2 5 times the 15" runoff
volume while using 1/2 infiltration rates found in the soils report A total of 44 21%
impervious is proposed for the site This includes 4,376 s f of Existing Building &
Expansion,1,26o s f of proposed sidewalk, 25,345 s f of proposed parking, and 800 s f
for outside sitting area, for a Total Impervious Area of 31,772 s f Runoff from this site is
discharged to Pages Creek Classification SA,HQW Index #18-87-22 By the enclosed
USGS map 7976 Market Street is outside the 1/2 mile radius of SA waters
Drainage Basin Area # 1 consists of 3,555 s f of existing building/expansion
area, 8,000 s f of parking area,1,26o s f of sidewalk and 800 s f of outside sitting area
This drainage area runoff is treated by sheet flow to Infiltration Basin #1 Infiltration
�ECIEJ
JAN 2 5 2012
BY

it
1
01/20/12 PN 100-047
Basin #i provides 4,6o8 cf of storage which 1s 2 5 times greater than the required 1 5"
minimum design volume
Drainage Basin Area #2 consists of 812 s f of proposed building expansion area,
and 17,345 s f of parking area This drainage area runoff is treated by sheet flow to
Infiltration Basin Area #3 Infiltration Basin #3 provides 5,076 cf of storage which is 2 5
times greater than the required 1 5" minimum design volume
Infiltration Basins #1 & #3 treat all runoff from the site and are designed to hold
2 5 times the minimum design volume while using 1/2 the infiltration rate given in the
soils report Infiltration Basin #2 is not part of the required State design We meet all
required stormwater treatment requirements with Infiltration Basins#1 (DA #1) and
Infiltration Basin#3 (DA #2)

Johnson, Kell
From
Johnson, Kelly
Sent
Friday, January 27, 2012 8 03 AM
To
'Charlie Cazier'
Cc
Lewis, Vincent
Subject
7976 Market St, Stormwater Permit
Charlie,
Please get with Vince about the infiltration site visit I told him that you would be calling him, so he is expecting you He
has limited availability next week but he may be able to fit you in Also, please submit the design calculations I see
volume calculations, but not drawdown time and the other standard calcs Please also ensure that all calcs are
submitted under seal (The volume calcs were included but not sealed )
Thanks,
KJ
*** My email has changed to [e-mail]
W,eLI.C�J ok vt,sol&
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office. 910 796 7331
Fax. [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

Intracoastal Engineering PLLC
January 19, 2012
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re 7976 Market St
PN 100-047
Dear To Whom it May Concern,
..IVED
JAN 2 5 2012
3Y:
Please find enclosed (1) original and (1) copy of the Stormwater application
(SWU-1o1), (1) fee ($505 00), (2) Infiltration Basin supplements, (1) Stormwater
Narrative, (1) copy of deed, (1) USGS Map, (1) Highlighted Drainage area plan, and (2)
sets of plans for the above referenced project
Please review for approval and contact us with any questions, comments or additional
information needed
Sincerely,
Intracoastal Engineering PLLC
CU $I I
Charles D. Cazier, P.
91 Pelican Point Rd Wilmington, NC 28409 [phone]

Calculations:
0 Minimum Design Volume Required:
Drainage Area #i1.
Rv=005+09 (la)
Rv = 0 05 + 0 9(0 5413)
Rv=053717
V = 3630 x Rd x Rv x A
V = 3630 (15-)(0 53717)(0 57741)
V = 1,689 c f (Minimum Design Volume Required)
Volume Provided 4,608 c f (Greater than 2 5 times Minimum Design Volume)
Drainage Area #i2.
Rv=005+09(la)
Rv = 0 05 + 0 9(0 5203)
Rv = 0 51827
V = 3630 x Rd x Rv x A
V = 3630 (15")(0 51827)(0 80119)
V = 2261 c f (Minimum Design Volume Required)
Volume Provided 5,706 c f (Greater than 2 5 times Minimum Design Volume)
RECEIV T-,:,]
JAN 2 5 2012
BY

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I' _ !000

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
November 28, 2011
Mr Daniel D'Alessandro
230 Bradley Drive
Wilmington, NC 28409
Subject APPLICATION RETURN
7976 Market St
New Hanover County
Dear Mr D'Alessandro
Division of Water Quality
Coleen H Sullins
Director
Dee Freeman
Secretary
On November 1, 2011, the Division received an incomplete State Stormwater Management Application for the project
listed above The application and check number 665, in the amount of $505 00 are being returned because the
application package lacked the necessary elements to accept it for review I understand from discussing the project
with your engineer that you will complete some redesign work before resubmitting
Please visit DWQ's website at http Nh2o enr state nc usisulbmp forms htm to download the latest available forms
Please provide the requested information and return the package to the address below Note that the 90-day
statutory permit review time begins upon receipt of a complete application If you have any questions, please do not
hesitate to call me at [phone] or email me at kelly p johnson@ncdenr gov
Sincerely,
OellyJo son
Environmental Engineer
GDSlkpj S MSIStormWaterlPermits & ProjectslApplication Retums011 117976 Market
cc Charlie Cazier, PE
Wilmington Regional Office File
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington North Carolina 28405
Phone [phone] FAX [phone] Customer Service 1 877 623 6748
Internet www ncwaterquaMy org
An Equal apporlunity 4 Affirmative Action Employer
one
NorthCarolina
Natwallry

Casmer, Jo
From: Casmer, Jo
Sent. Monday, November 28, 2011 11 13 AM
To: 'Charlie Cazier'
Subject: 7976 Market Street Project
Hi Charlie. I have this return package ready for you to pick up. It will be up at the reception desk with your
name on it You are getting the original apphcatioNsupplements, permit fee, and one copy of the site plans.
We normally keep the second set of plans in case we need for reference when the package is returned
Hope you have a good Thanksgiving Jo
Jo CAsmter
Administrative Assistant IV
NC Dept of Environment & Natural Resources
Division of Water Quaiity-Surface Water Protection Section
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone [phone]
Fax [phone]
Email cornespondenae to and from this address may be subject to the North Carolina Public Records law and may be disclosed to third
parties

Johnson, Kell
From Johnson, Kelly
Sent Monday, November 28, 2011 7 43 AM
To 'Charlie Cazier'
Cc Casmer, Jo
Subject FW 7976 Market St, State Stormwater Permit Application
Attachments 2011 11 7976 Market pdf
Charlie,
I have prepared the attached return letter
J o,
Charlie would like to pick up this package when it is ready Please email him
Thanks,
KJ
From Johnson, Kelly
Sent: Tuesday, November 22, 20113 54 PM
To: 'Charlie Cazier'
Subject RE 7976 Market St, State Stormwater Permit Application
Charlie,
I will get back with you next week Have a good holiday
KJ
From- Charlie Cazier [mailto Charlie@intracoastalengineermg com]
Sent Monday, November 21, 20113 49 PM
To: Johnson, Kelly
Subject: RE 7976 Market St, State Stormwater Permit Application
Kelly,
I have decided to have it picked up The owner has asked us to go a different route We are going to
call the front area an infiltration basin, eliminate the middle basin so we can save some trees and
make the back basin an infiltration basin
That is the game plan If you can place the package up front we will pick it up and resubmit once we
make changes
Thank you,
Charlie
Intracoastal Engineering PLLC.
91 Pelican Point Rd
Wilmington, NC -2$409
q 1 c1-4()c)-`3r)67
NOTICE This electronic correspondence and all attachments may contain privileged information untended
only for the use of the addressee Any information contained within this correspondence is provided for your

Completeness Review Checklist
Project Name Received Date I I
Project Location 'IN II M k 'o d— Accepted Date
Rule(s) 13160S Coastal [:]1995 Coastal Phase II (WiRO)Universal �1988 Coastal
Type of Permit. New)or Mod or PR Existing Permit # (Mod or PR). F7PE Cert on File?
Density H or LD Type: Commercial or Residential �NCG
% 4J 2_a(% 0K7) Stream Class Ons^J Map ElOffsiteto SW8
Subdivided?- Subdivision or (single Lot MORW Mao nExemot
raperworx
ITS pplements) (1 original per BMP) BMP Type(s) rjlb, Olkc- &ITYtL)
01M with correct/original signatures (1 original per BMP except LS/VFS and swales) Came.
Application with correct/original signatures
Qt�voc-s�.1ay.,v.a..r
Corp or LLC Sig Auth per SoSor letter
� Note to Reviewer:
$505 (within bmo) ' L Ck $'A
Soils Report with SHWT ✓ _ ,aCrq. �1
alculations (signed/seoled) �qv
'� CW rJIE t7 �Iy'i t ti1 C �.v u �vt
11No obvious errors ` �1
Density includes common areas, etc
!d Restrictions, if subdivided
Signed & Notarized
d bilk CJ'� Q +p�~f tc� iu 2 t iU anti S
7twA bed ete, jc01 cJ^- v aft- 1m sLtn
"Correct Template (Comm/Res & HDAD1 or Dec.Covenants & Rest
Plans
D2 Sets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading Wetlands Delineated or No Wetlands
Vicinity Map Layout (proposed BUA dimensions)
Legend �DA Maps Project Boundaries
Infiltration _ oI't Wet Pond Offsite
Soils Report N* f
lOw.' a"S Soils Report F1PE Cert for Master Lot #
SHWT SHWT Deed Rest for Master Lot # Matches Master
Bottom PP BUA Permitted (Master) sf
Visited BUA Proposed (Offsite) sf
k4ditional Information -
Permitted
A (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
Pr000sed -'l
Proposed• .L
Pr000sed• -t 3
ete��um�
�5`IMS Gke,i g el�
'�5 00
ov'
00+
«�

E Jff l
S/
`1
d
.� .
S a}
4

#"dr�rw
SFOR REgINNIFER 6TRp7I0NH R.E�1§I OF DEED'
d
MEY NRN0Elt
�OUN7Y NG
2010 DEC 07 0t 491� PM
BK CN�REVt ST2PR $370 N
Iqxg 17111sli
8P8CiAL WARRANTY DMM
NOV 01 2011
Excise Tax: $ 31)0 ° 0 e S BY
Tax ID# - w 3600 - Cn5 -O � C34�
- —
grooperty Address: 7976 MARKET STREET, WILMINGTON, NC 28405
Mail to: Po &ck { L4'5, %+,, n L
Drawn by: Lancaster & Trotter, attorneys
4430 Park Road
Charlotte, NC 28209
[phone]
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
RETURN TO
f8idlL A RHODENMI*
THIS INDENTURE Made this day of I a C-C rr.),e ✓ , 2 0 i 0 ,
between TD Bank, N.A., successor by merger to Carolina First Bank,
hereafter GRANTOR, and ** hereafter GRANTEE. The
designation Grantor and Grantee as used herein shall include said
parties, their heirs, successors, and assigns, and shall include
singular, plural masculine, feminine or neuter as required by
context. **DANIEL L. D'ALESSANDRO, GRANTEE
WITNESSETH, that the Grantor, for a valuable consideration paid by
the Grantee, the receipt of which is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the
Grantee in fee simple, all that certain lot or parcel of land
situated in NEW HANOVER County, North Carolina and more
particularly described as follows:
Beginning at an iron pipe in the southeastern line of
Market Street (U.S. Highway No, 17, 100 foot right of
way), the westernmost corner of the tract presently
owned and occupied by the FZber Glass Pool Company,
Incorporated by deed recorded in Book 1052, at Page 753
of the New Hanover County Registry, said pipe being
South 46 degrees 13 minutes West along said line of
said road 322.0 feet from a point where the centerline
of a culvert under said highway that accommodates the
waters of Sweet Water Branch intersects said

southeastern line of Market Street (U.S. Highway No.
17), running thence South 43 degrees 47 minutes East
along the southwestern line of said pool company tract
and with said line extending 400.0 feet to an iron
pipe; thence south 46 degrees 13 minutes West and
parallel with said road 180 0 feet to an iron pipe,
thence North 43 degrees 47 minutes West and parallel to
the first call 400.0 feet to an iron pipe in the
southeastern line of said road: thence North 46 degrees
13 minutes East along said line of said road 180.0 feet
to the point of Beginning; the same containing 1.65
acres and being a portion of the Koonce tract fronting
on U.S. Highway No. 17 and conveyed to Bayshore
Estates, Inc. by deed recorded in Book 681, at Page 109
of the New Hanover County Registry. Being the same
property conveyed by deed recorded in Book 2135, Page
1727, New Hanover County Registry.
SUBJECT, however, to the right-of-way or easement
thirty (30) feet in width of Carolina Power & Light
Company, for the power line paralleling U S. Highway
No 17, the center line, of same being 205.0 feet
southeastwardly as measured at right angles from the
southeastern Line of said highway, and said
right-of-way extending from the southwestern line of
the above described tract to the northeastern line of
same.
SUBJECT, also, to the service line leading
southeastwardly from said power line across the
easterly portion of the above described tract.
SAVE AND EXCEPT ANY RELEASES, DEEDS OF RELEASE OR PRIOR
CONVEYANCES OF RECORD.
SAID PROPERTY IS COMMONLY KNOWN AS 7976 MARKET STREET,
WILMINGTON, NC 28405.
Deed Reference: Book 5513 Page 529
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all
privileges and appurtenances thereto belonging to Grantee in fee
simple.
And the Grantor covenants with the Grantee, the Grantor has done
nothing to impair such title as Grantor received, and Grantor will
warrant and defend the title against the lawful claims of all
persons claiming by, under or through Grantor.

4 Y
IN WITNESS WHEREOF, the Grantor has hereunto set his hand, or if
corporate, has caused this instrument to be signed in its
corporate name by its duly authorized officers by authority of its
Board of Directors, the day and year first above written.
TD Bank, N.A , successor by merger to Carolina First Bank
By=—')r, 1,.4 C Cw -
_- Pre dent
STATE OF
COUNTY OF
I, /A d /rE /n W y Y a, Notary Public of the said
County an State certify that r,� -T� ,
personally came before me this day and acknowledged that W he is
Vi'C t -President of TD Bank, N.A., successor by merger to
Carolina First Bank, and that as f/,'c.4e -President being
authorized to do so, (a)he executed the foregoing on behalf of the
corporation..
Witness my hand and official seal this day of
Rota Public
My Commission expires.
(Nota`r�Pd�I191V
fY A1Z My
11 Commissfon�
Expires
� D51D51201f3 �
i AR

♦ . a
�NTY.
ev
Z �k
0
A
��Ri,�tif+����
JENNIFER H MACNEISH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
rswwrrrwrrrrrfrrrrrrrrrrsrrrrrrrrwrrr�Hrrwreraarrawrrwawrwrwwrrrwrarrrrrwsrrwwrswrssrwrrwswrrrwrw►rwawrrrrrrrrrrrsrHr
Filed For Regietratlon: 12107/2010 01.49.24 PM
Book: RE 5530 Page. 2614-2617
Document No: 2010035071
4 PGS $25 00
NC REAL ESTATE EXCISE TAX' $370 00
Recorder JOHNSON, CAROLYN
State of North Carolina, County of New Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT
*2010035071*
2010035071

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Johnson, Kelly
From Johnson, Kelly
Sent Wednesday, November 02, 2011 129 PM
To 'Charlie Cazier'
Subject 7976 Market St, State Stormwater Permit Application
Charlie,
We received this application, and I have a few questions for you
1 ) SA Waters Is this site within a half mile of and draining to SA waters? It appears that you are designing this site
to comply with the SA waters requirements (1yr24hr pre/post), but not the "no discharge to SA requirements"
(where you would send the "excess" flow to a level spreader/filter strip per the 2008 Rule's Section
2(b),(1)(b)(4) )
2 ) SHWT I see that the SHWT elevations were found to be at 50", 36", and 26" respectively What were the
existing elevations from which these distances were measured? I see that the bottoms of the cells will be at
28 0, 28 0, and 24 D respectively Since the SHWT has to beat least 2ft from the bottom of each cell the max
SHWT elevations would be 26 0, 26 0, and 22 0 respectively
3) In Situ Soils There area lot of references in the supplements to in situ soils Bioretention cells are supposed to
be filled with a specified mix of media, not necessarily in situ soils How will the media in these cells meet the
media requirements specified in the manual?
Thanks,
Kelly
04ol 5k
***My email has changed to [e-mail] 1AE Witt itic 6x4sf G (ei
iCt;l,i.1� j Del w5O w 3� �E ??.o eo L'&t t u 1 T A,�i kN Fo-
�it5rN
W1 56e4ED �R4�56 "15. i'�d rnul�
Kelly Johnson
Environmental Engineer W illd MAR to (v
7 i_�6 MtnYZ CCU"
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office. 910 796.7331
Fax- 910.350 2004
p"s D
�N
1�t2E (y$a 4geA
17R-CAOf6eF-r,
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties
1

Intracoastal Engineering PLLC
November 1, 2011
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re 7976 Market St
PN 100-047
Dear To Whom it May Concern,
Please find enclosed (1) original and (1) copy of the Stormwater application
(SWU-1oi), (1) fee ($505 00), {3} Bio-Retention supplements, (1) Stormwater Narrative,
(1) copy of deed, (1) Highlighted Drainage area plan, and (2) sets of plans for the above
referenced project
Please review for approval and contact us with any questions, comments or additional
information needed.
Sincerely,
Intracoastal Engineering PLLC
Charles D. Cazier, P
DECEIVED
Nov 01 2011
BY
91 Pelican Point Rd Wilmington, NC 28409 [phone]

f , i
10/18/11
Stormwater Narrative
7976 Market Street
New Hanover, NC
PN 100-047
7976 Market Street is an existing 165 acre site with two (2) existing residential
dwelling units with existing gravel parking located in New Hanover County, NC The
existing dwelling units are to be remodeled and expanded to become a restaurant We
are proposing to add gravel parking in the rear of the site and asphalt parking in the
front The asphalt driveway access to the rear parking has been designed as one-way, in
order to reduce impervious surface and disturbed area. Parking has also been
strategically located in order to save as many existing trees as possible 7976 Market
Street proposes disturbing 1.59 acres for the construction of the building expansion,
parking, infrastructure, and (3) Bio-Retention areas
The existing topography of the site splits the property, having the front portion
of the site sloping toward Market Street (Northwest) at approx 0 5%, while the rear
slopes to the existing delineated "404" wetlands (Southeast) at approx 4 0% Runoff
will be directed to three (3) proposed Bio-Retention areas by means of sheet flow The
site has been designed to treat the 1 5" runoff and lyr 24hr pre -post requirements A
total of 48.20% impervious is proposed for the site This includes- 4,376 s f of Existing
Building & Expansion, 1,26o s f of proposed sidewalk, 28,219 s f of proposed parking,
and 800 s f for outside sitting area, for a Total Impervious Area of 34,646 s f Runoff
from this site is discharged to Pages Creek Classification SA,HQW Index #18-87-22
Drainage Basin Area #1 consists of 3,555 s f of existing building/expansion
area, 8,00o s f of parking area, 1,26o s f of sidewalk and 800 s f of outside sitting area
This drainage area runoff is treated by sheet flow to Bio-retention Area # 1 Bio-
retention Area # i provides 3,929 cf of storage which is adequately sized to treat the 1.5"
& 1yr24hr pre -post requirements Overflow from Bio-retention area # 1 is distributed to
an Existing Drop Inlet located in front of the site
Drainage Basin Area #2 consists of 812 s f. of proposed building expansion area,
and 10,178 s f of parking area This drainage area runoff is treated by sheet flow to Bio-

s -r %
10/18/11 PN 100-047
retention Area #2 Bio-retention Area #2 provides 3,229 cf of storage which is
adequately sized to treat the 1 5" & 1yr24hr pre -post requirements Overflow from Bio-
retention area #2 is distributed to a proposed Scour Hole before it naturally slopes to
the existing wetlands
Drainage Basin Area #3 consists of 9,5oo s f. of parking area This drainage area
runoff is treated by sheet flow to Bio-retention Area #3 Bio-retention Area #3 provides
3,410 cf of storage which is adequately sized to treat the 15" & 1yr24hr pre -post
requirements Overflow from Bio-retention area #3 is distributed to an energy
dissipater before it is directed offsite