SW8070327_Historical File_20141105

SIGN IJP SHEET
SCOPING MEETING
Bailey Property
Wrightsville Beach
New Hanover County
11/5/2014
Name
Agency
Phone
Email
Cameron Weaver
NCDENR-DEALS
' 910-796-7303
[e-mail]
thy Matthews
USFWS
919-856-4520 x 27
Kathryn [e-mail]
Jessi Baker
DCM-Fisheries
252-808-2808
[e-mail]
Maria Dunn*
WRC
252-948-3916
[e-mail]
k Rhonda Hall
DEMLR
910-796-7312
[e-mail]
N/Linda Lewis
DEMLR-SW
910-796-7343
[e-mail]
ebbie Wilson
DCM
910-796-7266
[e-mail]
VTim Owens
Town of
Wrightsville Beach
910-239-1770
[e-mail]
ritz Rohde
NMF
252-83 8-0828
Fritz.Rohde @ noaa.tov
Ben Hughes
NCDOT
910-251-2655
[e-mail]
Stoney Matthis
NCDOT
SMatthis@ncdot
im Gregson
DWR
910-796-7386
[e-mail]
aura Stasavich
LMG
910-452-0001
[e-mail]
Steve Morrison
LMG
910-452-0001
[e-mail]
is Bailey
Bailey Properties
��'�cr'b „3�a►�e4@
bm►o'a�or+dass ,
Tyler Crumbley
USACE
q aVe
[e-mail]
Carel Vandermeyden
CFPUA
[e-mail]
Chad. Coburn
DWR-401
910-796-7379
[e-mail]
*By Conference Call
NCDENR
WILMINGTON REGIONAL OFFICE
127 CARDINAL DRIVE
WII MINGTON, NC 28405
910-796-7215, FAX [phone]
61 2

SIGN UP SHEET
SCOPING MEETING
Bailey Property
Wrightsville Beach
New Hanover County
11/5/2014
Name
Agency
Phone
Email
1
b(,fA -W,* eY�
�.� uY h•� zags �� y+ ;l�c
P
elr\ V a
1 `i vjC—
1 y g
�C1 ' YI «� �A�►G � sol , s.�n
Z —) q % -
Lt/`64 s
7 0 L✓f3
2 J 5 % 0
S co -/z W
-T'bw13
�S �a
i1l�1!'ic•LtL - 3 C+.s1 s� i4�-a
�� ll,{/A. �1 yL p p,,i
� l�/vl
�W � 7 c� ��
��1/�i _ S ! m S�'�•t�,{tCc�P� 1`. 4�;%
NCDENR
WIL IINGTON REGIONAL OFFICE
127 CARDINAL DRIVE
WII,MINGTON, NC 28405
910-796-7215, FAX [phone]

LNIG
www. LMGrou p. net
Phone: [phone] •1.8661MG.1078
Fax [phone]
3805 Wrightsville Avenue
WilminWon, NC 28403
NC DENR Scoping Meeting
Bailey and Associates Inc.
202 Summer Rest Road
Wilmington, NC
(October 2014
Mw
SCALE 1" = 300'
Figure 1
Site Location

4
l►
f
Legend
Properity Line Riparian Corridor Limit — — — — — — — —
MHW - Riparian Corridor Setback -----
NHW Line Quarter Waterbody
Coastal Marsh Edge Buried Sewer Line
Proposed Dredge Area
(to -4' MLW)
Depth contours provided by Ti Coastal September 2014
Depths relative to MLW
y
r
Ji
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF,
UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD
PARTIES AND ARE FOR GENERAL REFERENCE PURPOSES ONLY. IT IS THE
RESPONSIBILITY C.-TrIE OWNERJAPPUCANT AND/OR CONTRACTOR TO CONTACT
A PROFESSIONAL UTILITY LOCATING COMPANY.
Proposed dock layout assumes all buried
utilities can be located and avoided.
This is not a survey or engineered drawing. 0 100 200
Not 'or construction. iiia
Project: Date: Revision Date:
ELM Chris Saiiey Site 10/21/2014
LAYDIMAYAGF.srENTGROUF Scale: Job Number:
Env"onmental Consultants Title: 1"=100' 02-14-028
3805 Wrightsville Ave., Suite 15 Proposed Slip Expansion and Dredging Drawn By: Figure:
Wilmington, North Carolina 2W3
Tele hone:91 2�O001

x°s
110�
�.» ra91
- ....-_ �; �u ., v? r �`•r' cn o qS. Q 0,4r 0.2 ,� ' +0,6 0.406� 2.3 sr 2,3 �,q
O a +0 o O1I I 2 4,6
�? p 0, 0'0 D:2 D : *:0.9 0.3 j.4 19�2,3 3.4 4.7
0
�' �� mac' J) J 0 0 I Q.I 0,2 0 10 �I.2 x }.0.2 p4� 1.4 ��9 2.5 3,5 S:2
„V �y` •5' c?0,I 0,3 O.Ip �' +1 5 f�+ 0.0 0 6 2.51, 2.3 3,3 5,I
' 3.5
� 9� 5.1
��pQ $ 0,5 Q;2 +I, 7 +D 4�c� 1.6 2.2 4,1 I
`� �"�� `?V �? 14 0 $ p }0.7 x +1,8 t0.3 f 1.7 2�4 4,3 5.2
"7 2.0 0.7 `Q+1.6 xj B+I 6 +Q. fp I.7 2,7 4,4 5,2
2 4 0,3. +1 9 xr 9 +1 I x
. ''I Ip 1.7 2,7 4.5 5,7 �p8xo-> +Q,S 4��fp 1,$ 2,62.7 c) ' .Q4.7 6.41(9•� +01 ,0 2.6 4,8�x
,0
6.6
�' ■ �' F "p 'd 3.4 2.5 I,2 0.7 •S 0.9 2.1 2.7 5.1 Ld
> 7,2
� 3.8 3,2 2,8 I,4 � fol.2 2.3 2.9 5,3 8.1
S 4.2 3,6 36 2,2 e 2.6 2.4 3•0 5.5 8.8
9 ' .s �� 4,5 3,9 4,1 7 k;> 3,2,E jam+' 2,3 2,6 3,3 5.8 9.5
4,2 4.5� 'r' 4.2 3,2 3,0 34 •8 6.I w 10,1
4.4 3.8 6.6 Q Lnl0, 7
4.6� 4,5 4.7 4.9 7.1 �II.3
Y 4 6-4.4 5,9 5 5 6.5 7,7 ¢ 11.9
'�► ..v r� � �� ��� Z.5 8.4 9 4I 0..6 8.2 9, I 9�4
7
11.9 3 I
6,I 12.4 t4,6
6.5 12,3 15,0
7 .0 1I.$ 1• 15,5
15.6
14,8 14,1 Is
e �
t
A
Legend.
Property Linc Riparian Corridor Limit
MHW Riparian Corridor Setback
NHW Line Quarter Waterbody
Coastal Marsh Edge Buried Sewer Line
Proposed Dredge Area
(to -4' MLW)
Depth contours provided by TI Coastal September 2014
Depths relative to MLW
10* f?
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF,
UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD
PARTIES AND ARE FOR GENERAL REFERENCE PURPOSES ONLY. IT IS THE
REsrONSIBILITY or THE OWN-' APPLICANT AND/OR CONTRACTOR TO CONTACT
A PROFESSIONAL UTILITY LOCATING COMPANY.
12.9
I3.3
12.7
11.8
t2.8
— 9--3— —
7, 2
5.8
Proposed dock layout assumes all buried
utilities can be located and avoided.
This is not a survey or engineered drawing. 0 211 40 840
Not for construction.
Project: Date: Revision Date:
,LM Chris Baiiev Site 10/21/2014
LAND ANAG!:HEN.i.GROL,r,., Scale: Job Number:
Title: 1 "=40' 02-14-028
�nvironraental Cnnsu7lnnu
3805 Wrightsville Ave., Suite 15 Proposed Slip Expansion and Dredging Drawn By: (Figure:
Virnington, North Carolina 28403

Lewis,Linda
From: Derek Pielech[[e-mail]]
Sent: Friday, December 17, 2010 9:47 AM
To: Lewis,Linda; Rob Gordon
Subject: Re: Old Babies Hospital
Linda,
Yes The Sidbury is within the city limits.
Thanks - Derek
From: Lewis,Linda rmailto:Iinda.lewis(&ncdenr.00v1
Sent: Friday, December 17, 2010 09:41 AM
To: Derek Pielech; Rob Gordon
Subject: Old Babies Hospital
Hey guys- do the City limits encompass the old Babies Hospital at Summer Rest Road and Eastwood?
I've got an Express CAMA application to comment on, so any info would be appreciated ASAP.
Linda
Please note my new email address is [e-mail]
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
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.

Beverly Eaves Perdue
Governor
NCDENR C(V,
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
MEMORANDUM:
James H. Gregson
Director
December 13, 2010
TO: Linda Lewis
Express Permitting
Division of Water Quality -WiRO
Dee Freeman
Secretary
FROM: Steve Everhart, NCDENR/DCM Express Major Permits C.00rd.
127 Cardinal Dr., Ext., Wilmington, NC 28405 (Courier 14-16-33)
SUBJECT: CAMA Major Permit Application Review
Applicant: Bailey & Associates, Inc. (The Sidbury) - (c/o: D. Lutheran, Agent)
Project Location: 201 Summer Rest Rd., & 7205 Wrightsville Ave., adjacent to Mott
Creek, in Wilmington, NC, New Hanover Co.
Proposed Project: Applicant proposes to demolish existing buildings and parking areas
and redevelop the site for mixed use
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by January 4, 2011. If you have any questions regarding the proposed
project contact Steve Everhart [phone], when appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended
changes are incorporated. Seeattached. /(lp�� % sudlrlr
/b 012) 0-f Gur/lniI75�j
This agency objects to the project for reasons described in the
attached comments.
SIGNED �i. C4V DATE {-2—/i—(U
400 Commerce Ave., Morehead City, NC 28557--3421
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
One
NofthCarolh a
11 ,%141(rallil
An EgUal Opportunity 1 Af rm !tine Action Erriployr r

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Bailey Associates, Inc. — The Sidbury
2. LOCATION OF PROJECT SITE- 201 Summer Rest Rd. and 7205 Wrightsville Ave., adjacent. to Motu
Creek in Wilmington, New Hanover County
Photo Index - 2006: 22-7424 E-G,9-11 2000: 22-273 F-H,9-10 1995: 22-255 F-H,8-9
State Plane Coordinates - X: 2358174 Y: 173282 Rover File — V-072810A
Long:77°48'54.915"W Lat:34°13'12.827"N
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit—11/30/2010
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — Completed 12/06/2010
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Wilmington/New Hanover County
Land Classification from LUP — Resource Protection (Upland)/Conservation (Adjacent Waters)
(B) AEC(s) Involved: ES
(C) Water Dependent: No
(D) Intended Use: Mixed Use Development
(E) Wastewater Treatment: Existing — Municipal
Planned — Municipal
(F) Type of Structures: Existing — Office Buildings, partially completed pier w/kayak launch
Planned — Three buildings with retail shops, professional offices, and residential units; parking; decks
and walkways.
(G) Estimated Annual Rate of Erosion: NA
Source — NA
HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands — Open Water
(C) Other — High Ground
106,266 sq. ft.
(disturbed)
(98,267 sq. ft.
considered
redevelopment)
(D) Total Area Disturbed: 106,266 sq. ft. (2.4 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB# Open: No
PROJECT SUMMARY: The anniicant proposes to demolish existing buildings and parking areas and
redevelop the site for mixed use.

Bailey and Associates, Inc. — The Sidbury
Page Two
9. PROJECT DESCRIPTION
The project site is located at 7205 Wrightsville Ave. and 201 Summer Rest Rd. at the old "Babies Hospital" and
UNCW-CMS locations, adjacent to Motts Creek, and the Atlantic Intracoastal Waterway (AIWW), Greenville
Sound, Wilmington, in New Hanover County. To locate the property from Military Cut -Off Road (NC
Highwayl7), turn onto Eastwood Road towards Wrightsville Beach. Travel east approximately 1 mi. and the
property of interest would be located on the left, just before the drawbridge to Wrightsville Beach. The property
runs adjacent to Summer Rest Road and averages 8-10 feet above mean sea level. The two tracts constitute
approximately 4.3 acres with approximately 472' of shoreline frontage on Motts Creek (Pond). Motts Pond was an
excavated area within Motts Creek, which continues to be tidally influenced by the Summer Rest Road bridge over
Molts Creek. There are existing commercial and institutional buildings on the western end of the property, which
are the only building structures that remain after the demolition of the old "Babies Hospital". There also exists the
foundation of the demolished structure and associated asphalt and gravel parking. Of the 44,905 sq. ft. within the
estuarine shoreline AEC, 11.6% (5,209 sq. ft.) exists as impervious surface. Fifty percent (98,267 sq. ft.) of the
entire tract exists as impervious surface. Upland vegetation consists of woody species, which include Oak and
Pine. Other present upland vegetation consists of lawn grasses, which transitions into the high marsh of mixed
coastal wetland and "404 type" vegetation including Marsh Elder (Iva frutescens), Groundsel-bush (Baccharis
halimifolia), Sea Ox-eye (Borrichia frutescens), Cattails (Typha sp.) and Salt Meadow Grass (Spartina patens).
Low marsh consists primarily of Smooth Cordgrass (Spartina alterniora), which covers an area approximately 40
feet in width to Motts Creek.
CAMA Major Permit #87-07 was issued to Chris Bailey on July 23, 2007 for development of a docking facility
consisting of access pier, platform, and kayak launches on Motts Pond at this site. Construction of this facility is
not yet complete. CAMA Major Permit #87-07 is set to expire on December 31, 2010; however, it is subject to NC
Session Law 2009-406 as amended by Session Law 2010-177, the Permit Extension Act, and its expiration date is
extended accordingly.
The USACE has verified the §404 wetland boundary. On October 22, 2010, Robb Mairs re -verified Jim
Gregson's 2006 normal high water (NHW) and coastal wetland lines. The property is zoned Office & Institutional
and the Conservation Overlay District (COD) was determined to not be applicable by the City's Board of
Adjustment. A modification to the State Stormwater Plan has been applied for through the City of Wilmington.
The New Hanover County and City of Wilmington Land Use Plan classifies adjacent waters as Conservation, and
the adjacent high ground portion of the project area as Resource Protection. The waters of Motts Creek and
Greenville Sound in this area are classified SB# by the Division of Water Quality. They are NOT designated as a
Primary Nursery Area by the N.C. Division of Marine Fisheries and they are CLOSED to the harvest of shellfish.
PROPOSED PROJECT
The applicant is proposing to demolish all existing structures on -site, including but not limited to all twenty-two (22)
buildings, driveways, parking areas, sidewalks and amenities. According to the application package, heavy equipment
such as backhoes and dump trucks would be used for the demolition and disposal of material. A small portion of the
asphalt pavement to be demolished exists within the 75' Estuarine Shoreline AEC. As proposed, no demolition would
be performed within the 30' Coastal Shoreline Buffer, or any "404" or Coastal Wetlands. The applicant proposes to
construct three new multi -use buildings (heights of 45 ft.), parking, driveways, and walkways for atotal of 106,266 sq.
ft. of impervious surface. The application states that 10,293 sq. ft. of impervious surface will be inside the 75 ft.
Estuarine Shoreline AEC. An elevated, slatted access walkway will be constructed within the AEC as well as a 40' x
55' uncovered deck. Approximately 145 sq. ft. of the uncovered deck will extend into the 30 ft. Coastal Shoreline
buffer. Other than the previously permitted access to the pier/kayak launch, this portion of the deck is the only
construction proposed inside the buffer. No construction will occur within §404 or coastal wetlands. Although the

Bailey and Associates, Inc. — The Sidbury
Page Three
stormwater plan has not yet been approved, the site plan shows three infiltration ponds and one stormwater outfall from
a parking area into a vegetated swale with most of the swale being located within the 30 ft. buffer.
10. ANTICIPATED IMPACTS:
Demolition and re -development of the site would result in the disturbance of approximately 2.4 acres of high ground.
The southeast corner (approximately 145 sq. ft.) of the proposed 40' x 55' uncovered deck would extend into the 30 ft.
estuarine shoreline buffer. There are no anticipated impacts to §404 or coastal wetlands.
Submitted by: Steve Everhart Date: December 13, 2010 Office: Wilmington

Southern environmental Group, Inc.
5515 50utk College Road, Suite r: • Wilmington, North Carolina 2841 2
910.+52.2 j 1 1 • ear: 9 10.452.2899 • office@segi us
www.seggi.us
November 19, 2010 (v.2)
Hand Delivered
Dr. Stephen Everhart
NC Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Re: Project Narrative for Express CAMA Major Permit (v.2)
"The Sidbury" - Old Babies Hospital Site
DCM Project #: 87-07
Dear Steve,
[SEGi Project #: 10-017.011
Southern Environmental Group, Inc. (SEGi), on behalf of Bailey and Associates, LLC (hereinafter
referred to as the "Applicant"), is submitting this narrative and attached Division of Coastal Management
(DCM) CAMA Major Application and accompanying attachments for your review and processing. The
Applicant is seeking a CAMA Major Permit for the proposed construction through the DENR Express
Permitting Program.
At this time, applicable state and local permits are being sought for a mixed use development, to be
located upon two tracts of land (R05714-002-004-000 and R05714-002-003-000). The physical address
is 7205 Wrightsville Avenue, in New Hanover County. A modification to the existing CAMA Major
permit is necessary, as part of the development is proposed within the 75' Estuarine Shoreline AEC and
30' Coastal Shoreline Buffer.
Historically, the site served as home to the Babies Hospital and UNCW's research facility. The old
Babies Hospital was demolished some time ago. However, the foundation of an old building, several
commercial buildings, asphalt and gravel still remain, which makes up approximately 98,267 square feet
of impervibus surface area within the project boundaries and 11.6% within the 75' Coastal Shoreline
AEC: As part of the development, the existing structures and asphalt will be demolished and a mixed use
development that will consist of 15,750 square feet of commercial retail space, 13,200 square .feet of
office space, and 103 residential units will be constructed. In total, approximately 106,266 square feet of
impervious surface area (ISA) is proposed with the development, with 22.9% ISA within the 75'
Estuarine Shoreline AEC. Overall, 54.2% of the project area is proposed to be ISA. Associated
infrastructure, such as stomwater management devices, sewer and water lines, etc., will be installed
within the property boundaries. Approximately 145 square feet of slatted boardwalk is proposed within
the 30' Coastal Shoreline Buffer. The slatted structure will not exceed 6' in width in areas where it
encroaches into the 30' buffer.
The USACE has verified the 404 wetland boundary. On 22 October 2010, Robb Mairs re -verified Jim
Gregson's 2006, normal high water and coastal wetlands lines. Impacts to 404 or coastal wetlands are not
anticipated with this project. The property is zoned O&I by the City of Wilmington and the Conservation
Overlay District (COD) has been determined not applicable by the City's Board of Adjustment.

Sr-Gi
For details of the proposed project and confirmation of the information provided within this letter, please
see the following attached documents:
1. DCM-MP-1 CAMA Major Application
2. DCM-MP-3 Upland Development
3. Aerial Photograph
4. Proposed Site Plan
5. Existing Conditions Survey
6. Existing CAMA Major Permit 87-07
7. USACE 404 Jurisdictional Determination and Signed Wetland Boundary Survey — signed, but
not to scale (1 to scale, but unsigned)
8. GAMA Wetland Survey (removed)
9. Vicinity Map
10. City of Wilmington Planning Board COD Correspondence
11. Letter of Agency
12. Property Deeds
13. Certified Mail Green Cards
14. Express Permit Filing Fee
Should you need additional information, please feel free to contact our office at 910.452.2711. Thank
you, in advance, for your time and assistance with this project.
Sincerely,
Dana A. Lutheran
SEGi Project Manager
cc: Mr. Chris Bailey - Applicant
Enclosures (14)

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
Date l U z a
Name of Property Owner Applying for Permit:
r
Mailing Address:
TO '3D V.— 420
I certify that I have authorized(agenku,rEi�IoR�km�...�T,�titiPto act on my
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to
install or construct (activity) U. A L1 & I -W f 1]D !
at (my property located at) LLWI&tr=
—
This certification is valid thru (date)► 31,U l
v
Property Owner Si ature "x4j �/ '�`� Date
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.neroastaimanagement.net
An Equal Opportunity 1 Affrnalve Action Employer— 50% Recycled 1103E Post Consumer Paper

Mom
RFUUTIONur
Major Development Permit
(last revised I2127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
'. Primary Applicarnb Landowner Information
Business Name
Project Name (if applicable)
Bailey And Associates, Inc.
The Sidbury
Applicant 1: First Name
MI
Last Name
Chris
Bailey
Applicant 2: First Name
MI
Last Name
NA
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
-
400
Jacksonville
NC
ZIP
Country
Phone No.
FAX No.
28540
us
910 - 520 — 4676 ext.
- -
Street Address (if different from above)
City
State
ZIP
Same as above
_
Email
cwbailey@BaileyAndAssociates.b¢
Z Agent/Contrac%r lnfomiaMn
Business Name
Southern Environmental Group, Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Dana
A
Lutheran
Agent/ Contractor 2: First Name
MI
Last Name
NA
Mailing Address
PO Box
City
State
5315 South College Road Suite E
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28412
910 - 452 - 2711
ext.
910 - 228 -1841 ext.
FAX No.
Contractor #
910 452 1899
NA
Street Address (if d/f want from above)
City
State
ZIP
Same as above
_
Email
dlutheran@segUis
<Form continues on backs
252-808-2808 .. 1-888-4RCOAST .. www.necoasidl°rr=�n�fg iil"erY .neY`` '•'

Form DCM MP-1 (Page 2 of 5) I 1
V Z—
APPLIUA I IUN Tor
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
New Hanover
201 Summer Rest Road and 7205 Wrightsville Ave.
NA
Subdivision Name
City
State
Zip
NA
Wilmington
NC
28403 -
Phone No.
Lot No.(s) (rf many, attach additional page with list)
NA - - ext.
NA , I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Mott Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural []Manmade ❑Unknown
AICWW
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes ®No
work falls within.
New Hanover County
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
472 LF
196,020 SF (4.5 AC)
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NA, I I
NWL (normal water level) 9 - N51
(if many lot sizes, please attach additional page with a list)
®NHW or ❑NWL
e. Vegetation on tract
Historically, the site was part of the Old Babies' Hospital. Therefore, most of the tract is void of vegetation. However, along
the bank of Mott Creek, both 404 and coastal wetland vegetation, such as Myrica cerifera and Spartina alterniflora for
example, exists. In addition, some large oaks are still located within the property boundaries. It is not anticipated that
wetland vegetation or oak trees will be disturbed as a result of the proposed development.
f. Man-made features and uses now on tract
Approximately 50% (Total Project Area 195,965 SF / Total Existing ISA 98,267 SF = .50) of the project limits is covered by
impervious surfaces (e.g., buildings, asphalt paving, concrete paving, etc.) and 11.6% ISA within the 75' Coastal Shoreline
AEC. Constuction of the water dependent structure, approved under DCM Permit #87-07 has commenced, but has not
been completed.
g. Identify and describe the existing land uses admacent to the proposed project site.
The land uses adjacent to the project site consist of residential and commercial development.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
0&1- Office and Institution
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
152-$08-2I308 1 888, 4!?CCIST nw r .nCCoastr ln,anage.n,+t.roet

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
m. (1) Are there wetlands on the site? ®Yes []No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes []No
(Attach documentation, if avaaaale)
n. Describe existing wastewater treatment facilities.
Wastewater treatment is provided by the public utilities
o. Describe existing drinking water supply source.
Drinking water is provided by public utilities
p. Describe existing storm water management or treatment systems.
Currently, stormwater is directed off the parking area into the adjacent Mott Creek, while runoff from the buildings is treated by
swales that direct water down to a pond. The engineer for this project is working with the City of Wilmington on obtaining a
stormwater approval. It is not anticipated that the stormwater plan will be approved within the time it will take to issue the
CAMA Major permit, via the Express Program. Therefore, the Applicant respectfully requests the CAMA permit be issued
with the condition that the permit will not be valid until the modification has been approved by the the City of Wilmington.
5 AcOvitles and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑Public/Govemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The proposed development will offer space for general retail, professional offices, and residential dwellings. In total, 164,950
SF of usable (heated) area is proposed (15,750 SF of commercial retail space, 13,200 SF of office space and 103 single
family residential units).
c. Describe the proposed constriction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Heavy machinery such as backhoes and dump trucks will be used to demolish existing buildings and parking areas. During
construction of tfie proposed buildings, parking areas and installation of infrastructure graders and pavers as well as
backhoes and dump trucks will be utilized. All equiptment will be stored within areas designated as uplands within the
project boundaries. A pile driver will be used to install pilings for the slatted boardwalk. The number of each type of
equiptment Is not known at this time.
d. List all development activities you propose.
The proposed project will be a mixed use development. The Applicant is proposing 3 buildings, which will provide space for
retail shops, professional offices, and residential dwellings. The site is required under Section 18-533 of the Cit of
Wilmington's Zoning Regulations, 184 parking spaces, including handicapped, are required. However, the Applicant is
proposing 207 parking spaces, as well as 14 spaces for bicycles. The Applicant intends to construct an elevated, slatted
boardwalk and deck along the northeast side of the property. The existing observation deck/gazebo will connect to the
boardwalk and will be available for use by the public. In addition, stormwater management ponds and infrastructure will be
installed on the property.
e. Are the proposed activities maintenance of an existing project, new work, or both? New
f. What is the approximate total disturbed land area resulting from the proposed project? 106,266 ®Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public ac cessway or other area []Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No discharge to waters of the state or the US is anticipated with this project.
1fi
_ .._ �t '�Nr•�t'tv�fitf '!4 P Y,y. ��PJ L
252-808-2808 .: 1-888-4RCOAST .: www.nccoastaimanagement.net

Form DCM MP-1 (Page 4 of 5) APPLICATION for
Major Development Permit
i. Will wastewater or stormwater be discharged into a wetland? ®Yes []No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes ®No ❑NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP-1) the following dwm below, ff applicable, must be submitted In order for the application
package to be complete. Items (a) — (t) are always applicable to any major development application. Please consult the application
ins&uciton booklet on how to properly prepare the required Items bebm
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name NC DOT Phone No.
Address 310 Division Drive
Name Miller, Ronald Gray Sr. Etal. Phone No.
Address 120 Canal Street, Wilmington NC
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Major Permit #87-07 USACE NWP 65 (SAW-2007-01810-065)
SW8070327 (This permit was only an exemption and no State SW
permitting was necessary, at that time. Thus, the SW
permitting does move to the City's jurisdiction. - Cameron
Weaver 11/19110).
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Cerfificadon and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 19 November 2010 Print Name Dana A. Lutheran °ij� j � :j 1 ,,�I lj
i •VV
252-808-2808 .. 1-888-4RCOAST -- www.nccoastaimanagement.net

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
252-808-2808 .: 1-888-4RCOAST .: www.nccoastaimanagement.net

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DGM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
Three (3) buildings are proposed and will provide 164,950
SF of usable area (15,750 SF of commercial retail space,
13,200 SF of office space and 103 single family residential
units).
c. Density (give the number of residential units and the units per
acre).
18.1 units per Ac.
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(1) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
[]Yes ®No [:]NA
(11) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
22.9% ISA is proposed within the 75' AEC. Of that ISA,
11.6% is to be considered redevelopment.
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
54.2% (106,266 / 195,965 SF) ISA is proposed for the
entire tract. 98,267 SF of the proposed ISA is
considered redevelopment.
j. Describe proposed method of sewage disposal.
public sewer
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Treated stormwater will be discharged into Mott Creek.
b. Number of lots or parcels.
2
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
4.48 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt, concrete, and pervious pavers are being proposed
as materials used for impervious surface areas.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(1) Has a site development plan been submitted to the Division of
Water Quality for review?
[]Yes ®No ❑NA
(it) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
®Yes []No ❑NA
If yes, attach appropriate documentation.
262-808-28082 _: 1-888-4RCOAS7 :: www.r1CC0ZStalrrianagernentmet r8vi;5ttE 1,212f?F06

x f iRi F.�', is ."i E -.. !k.'!1 �'i; F-°.> Its �. xc•r tc_ s.. s§F:,b r.. [ ; `%. L
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
public water
o.
When was the lot(s) platted and recorded?
R05714-002-004-000 recorded 30 October 1997
R05714-002-003-000 recorded 11 December 2007
19 November 2010 \(, 2.,
Date
The Sidbury - Upland Development
Project Name
Bailey & Associates, Inc.
f
Applicant Signature
n. (1) Will water be Impounded? ®Yes []No ❑NA
(ii) If yes, how many acres? stormwater
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
Was ®No ❑NA
252-808-2808 :: 1-M-41RCOAST :; wwVv. nociipstalrna1189enlent.net revised- 12.261 6

1A

I er pit Class t� 4 Permit Number
NEW 87-07
° STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
40
j
for
t X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
Issued to Chris Bailey, 7225 Wrightsville Avenue, Wilmington, NC 28403
Authorizing development in New Hanover County adj. to Motts Creek and A1WW in Greenville Sound,
7223 Wrightsville Ave. in Wilmington , as requested in the permittee's application dated 2/20107. including the
attached workplan drawings sheets 1 and 2 of 2 dated 2/22/07.
This permit, issued on July 23. 27 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Docking Facility
1) Unless specifically altered herein, this permit authorizes only the docks, piers, and other structures and
uses located in or over the water that are expressly and specifically set forth in the permit application.
No other structure, whether floating or stationary, may become a permanent part of this docking
facility without permit modification. No non -water dependent uses of structures may be conducted on,
in or over public trust waters without permit modification.
2) The authorized structure shall not extend more than 1/ of the width of the waterbody, as measured
from the waterward edge of any coastal wetland vegetation which borders the waterbody.
(See attached Sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2010
In issuing this permit, the State of North Carolina agrees
that your project is mncistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
James . Gregson, Director
Division of Coastal Management
This permit and its conditionsare.kereby accepted.
�Siure of Permittee

. Chris Bailey Permit 487-07'
Page 2 of 3#
x
ADDITIONAL COiNTITIONS
}
3)
bi order ro ensure con;pliance with Coi,ditiui. N�. ' ofthis liermi;, anas-built survey sl.r.il be perfO;i;ed
on the dreking facility, and copies of the .urvev shall be provided to the Division of Coastal.
Managemem, within 60 days of completion of constriction.
l�
e authorized covered platform shall not be enclosed. Any material used on the sides shall not obstruct
The ho p .
with benches and knee
view and shall be permeable to air and water. Screen or wire on the sides along
walls are permitted. Lattice is specifically excluded from being used under this authorization.
5)
The roof of the covered platform shall not be designed for second story use.
6)
No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
7)
The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
8)
This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee will not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public s
interest.
a
9)
The permittee must install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
10) This permit authorizes a maximum of four slips.
General
11) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary -of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
12) No. open water areas of vegetated wetlands shall be excavated or filled, even temporarily.

Chris Bailey
Permit fFa i-u 1
Page 3 of 3
O INTE:
NOTE:
ADDITIONAL CONDITIONS
This permit does not eliminate th. need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
Future development of the permittee's property, including t_he possible development of a
subdivision, may require a modification of this permit. Contact a representative of the Division
at [phone] prior to the commencement of any such activity for this determination. The
permittee is further advised that many non -water dependent activities are not authorized within
30 feet of the normal high water level.
i\10_TE: The N.C. Division of Water Quality has authorize
was issued on 5/2/07the poposed project Linder ra1 Water
Quality Certification No. 3624 (DWQ Project No
NOTE• The U.S. Army Corps of Engineers authorized the proposed project under General Permit No.
197800056 (COE Action Id. No. SAW-2007-01810-065) which was issued on 06/01/07.
i
95 S 4 rw
l ,. 2J

AHar*�t 7 P9)aplq
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
ction ld. SAW-2007- O (gtcl County: New Hanover U.S.G.S. Quad: Wrightsville Beach
OTIFICATION OF JURISDICTIONAL DETERK NATION
Property Owner/Agent: >tm*&AsxnciuEesc lraa• D.
Address: Attn: Mn Warren G. Bailey
P.O. Box 400
Jacksonville. NC 28541
Telephone No.: (9101_ 3464443
Property description:
Size (acres)
&24
Nearest Town
Wrightsville Beach
-Nearest Waterway
Notts Creek
River Basin
WbIte Onk
USGS HUC
030030001
Coordinates
N 34.2203 W -77J
Location description 7205 WrfghtsvIDe Ave.
[R05714-002-003-0001 and 101
Summer Rest Road (R05714-002-004-
000) WriabtMBe Beach,
New Hanover County.
North Carollna.
Indicate Which of the Following An :
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
unddr the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWAx33 USC f 1344). Unless there is a change in the law or our published
regulations, this determination my be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have Nee wetlands on your property delineated. Due to the size of your property and/or our
present woddoad, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered fiel, any delineation must be verified by the Comps.
_ The wetland on your property have been delineatad and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion. this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The waters of the U.S, including wetlands have been delineated and surveyed and ate accurately depicted on the plat
signed by the Corps Regulatory Official identified below on 6125/2010. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
publisbed regulations, this determination may be relied upon for a period not to exceed five yam from the date of this
notification.
Page 1 of 2

J7 p4a ae�q
Action ID: o'%. , --.rt 1 w I o
$ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC at [phone] to determine
their requirements.
Placement of dredged or fill material within wafers of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Art (33 USA. § 1311). if you have ar►y qau ors regarding this
determination and/or the Corps regulatory program, please contact Xmlly Hughes at t91 Olt 251.4b3�.
Q Basis For Determination
D. Remarks
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified.in this request. The delineation/detetmb"on may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tend are USDA ProBm participants, or anticipate Participation
in USDA programs, you should rapniat a certified wetland detarnt cation ftm die local office ofthe Natural Resources
Consavatioq Service, prior to starting work.
F. Appeals Information (This Information applies only to approved jttrisdietlonal determinations as indicated In
B. amwe)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal tinder Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
dderadnaition you asast submit a completed RFA fi m to the following address:
District Engineer, Wilmington Regulatory Division
AttasP.muly Hughesj, Pn&d Manager,
Wilmipplin RepUtory irield Office
69 Darlington Ave.
Wilmington, North Carolina 29403
In order for an RFA to be accepted by the Corps, the Corps must determine that it is canmpletp, that it meets the criteria for
appeal under 33 C FR part 331.5, and diet it has been received by the District Ofoe within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at lk above address by UrASNIG.
*'It is not necessary to
ceizesi-ondence.r*
Caps Regulatory Official:
an RFA form to the District Office if you do not object to the determination in ft
Data NnSn01l ( 1 "ration Date K=915
The Wilmington District is cornnined to providing tie highest k+vol of support to the public. To help us ensure we continue to
do so, pb3aee complete the Customer Satisfaction Survey located at our webtdte at hitp:/lnarulatorv.usaccsurvev mW to
congph to the survey online.
Copy fiunished:
Page 2 of 2

Q
w
Ole Cie
r or
tin ♦h
e�d�ah�r(n�r � y ,:�• '
a
ii
�' ;yti Military Ct
Q
CD
k i >
OeA
�- a _';b -
4d�y r ^ I #
�4 a!
4 d I
CD
�C2
w
°-11Y ,, '
r

,4V4�en4 I0 p& 10F2.
STATE OF NORTH CAROLINA CITY OF WILMINGTON
BOARD OF ADJUSTMENT
COUNTY OF NEW HANOVER FILE NO.: BACEO-03-0907
ORDER REVERSING DETERMINATION OF SENIOR ENVIRONMENTAL PLANNER
UPON REMAND FROM NEW HANOVER COUNTY SUPERIOR COURT
FINDINGS OF FACT
This matter originally came before the Wilmington Board of Adjustment for a public
hearing on October 18, 2007 on an appeal by Bailey and Associates, Inc., as petitioner of
a determination by Senior Environmental Planner Philip J. Prete that the project referred
to as "The old Babies Hospital" or "The Sidbury' located at 201 Summer Rest Road was
subject to Conservation Overlay District (hereafter COD) setbacks and other guidelines
relating to development under former City Code Section 18- 215.
2. This Board upheld the decision of the Senior Environmental Planner ruling against the
applicant's contentions that the information that supplemented the COD map relied upon
to make the determination that the project property was located in the COD was not an
official zoning map of the City and was therefore was relied upon in error, as the COD
map showed the property to be NOT in a COD area and alternately, the COD map had
not been adopted by Council as an official zoning map of the City.
3. The applicant appealed this Board's Order to New Hanover Superior Court on a writ of
certiorari and an Order Reversing Wilmington Board of Adjustment was entered by The
Honorable John E. Nobles, Jr., New Hanover County Superior Caurt' Judge, signed on
July 26, 2008 and directed:
"5. The January 29, 2008 Decision of the Board denying Petitioner's
appeal of the Decision of Senior Environmental Planner Phillip (sic) Prete
that the Subject Properly is subject to the City's COD ordinance (City File
No. BACEO-03-0907) is REVERSED;
6. This matter (City File No. BACEO-03-0907) is hereby REMANDED
to the Board for entry of an Order reversing Senior Environmental Planner
Prete's August 7, 2007 determination letter consistent with this Court's
Order".
4. The North Carolina. Court of Appeals affirmed the order of the trial court.
THEREFORE IT IS ORDERED that the August 7, 2007 determination of the Senior
Environmental Planner is reversed.
Page Z of 2

�- faehnnew f l0 M-2-
3rd
SIGNED this day of May, 2010.
,:: �a �f,-
Steve Stein, Chair
Board of Adjustment
Ron Satterfield, P Manager
Date Order filed in the Planning Office/Development Center: IMA" 3 i o2 b 1 D
T
Date Order mailed to: Ken Shanklin, Attorney for Applicant MWA �(. ZO l
Grady Richardson, Attorney W „. 7,01 O
Page 2 of 2

Ar-vwA
RCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Direclter William G. Ross Jr., Secretary
March 19, 2007
MEMORANDUM: /
TO: Linda Lewis
Stormwater Section
Division of Water Quality
FROM: Doug Huggett, Major Permits Coordinator H(7
SUBJECT: CAMA Permit Application Review
Applicant: Christopher Bailey
Project Location: 7225 Wrightsville Ave.(site of old "Babies Hospital"), at Motts Pond, adjacent
to the AIWW / Greenville Sound, in Wilmington, New Hanover.
Proposed Project: construction of docking facility for kayak access into Motts Pond
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by April 11, 2007. If you have any questions regarding the proposed project, contact Robb
Mairs at [phone], when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed. �C�t
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED ��� G � p�l.1.t.Gy DATE 3 --22-0�
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Christopher Bailey
2. LOCATION OF PROJECT SITE: 7225 Wrightsville Ave., at the old "Babies Hospital" location. adjacent to
Motts Creek, and the Atlantic Intracoastal Waterway, Greenville Sound, in Wilmington. New I Nnm er c. ount\
Photo Index - 2006: 22-7429, M, N-12,13 2000: 22-278, M, N-11,12 1995: 22-261,.M, N-15
State Plane Coordinates - X: 2358223 Y: 173319
Latitude: 3493' 13.19003"'N Longitude: 77°48'54.31825"W
3. INVESTIGATION TYPE: CAMA ROVER FILE # - 0-030116B
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 03-01-07
Applicant Present — No
5. PROCESSING PROCEDURE: Application Received - 02-26-07
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Wilmington/New Hanover County
Land. Classification From LUP - Resource Protection (Upland), Conservation (Open Water)
(B) AEC(s) Involved: PT, CW, EW
(C) Water Dependent: Yes
(D) Intended Use: Private residential
(E) Wastewater Treatment: Existing - Municipal System
Planned - N/A
(F) Type of Structures: Existing — Commercial office building and associated gravel and asphalt parking lot
Planned — Pier, gazebo and platforms
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FTLT,F.D OTHF.R
(A) Vegetated Wetlands (Low Marsh)
240 sq. ft.
(Shaded)
(B) Non -Vegetated Wetlands
incorporated
(Open water)
1,440 sc . it.
(C) Other
(D) Total Area Disturbed: 1,680 sq. ft.
(E) Primary Nursery Area: No
(F) Water Classification: "SA" Open: No
8. PROJECT SUMMARY: The applicant proposes the construction of a private pier, gazebo and finger piers for
kayak access into Motts Pond, adjacent to the Atlantic Intercoastal Waterway for a potential residential
development on the property.

Christopher Bailey
PaLye 2
9. PROJECT DESCRIPTION:
Tile project site is located at 7225 Wrightsville Ave. at the old "Babies Hospital" location, adjacent to Motts Creek,
and the Atlantic Intracoastal Waterway (AIWW), Greenville Sound, Wilmington, in New Hanover County. To
locate the property from Military Cut -Off Road (NC Highwayl7), turn onto Eastwood Road towards Wrightsville
Beach. Travel east approximately 1 mi. and the property of interest would be located on the left, just before the
drawbridge to Wrightsville Beach. The property runs adjacent to Summer Rest Road and averages 8-10 feet above
mean sea level. The lot is approximately 2.3 acres with approximately 472' of shoreline frontage on Motts Pond.
Motts Pond was an excavated area within Motts Creek, which continues to be tidally influenced by the Summer
Rest Road bridge over Motts Creek. There is an existing commercial building on the western end of the property,
which was the only building structure that remains after the demolition of the old "Babies Hospital". There is also
exists the foundation of the demolished structure and associated asphalt and gravel parking. Upland vegetation
consists of woody species, which include Oak and Pine. Other present upland vegetation consists of lawn grasses,
which transitions into the high marsh of mixed coastal wetland and "404 type" vegetation including Marsh Elder
(Iva frutescens), Grounsel-bush (Baccharus halimifolia), Sea Ox-eye (Borrichia frutescens), Cattails (Typha sp.)
and Salt Meadow Grass (Spartina patens). Low marsh consists primarily of Smooth Cordgrass (Spartina
alterniflora), which covers an area approximately 40 feet in width to Motts Creek.
The New Hanover and the City of Wilmington County Land Use Plan classifies adjacent waters as Conservation,
and the adjacent high ground portion of the project area as Resource Protection. The waters of the Motts Creek and
Middle Sound are classified SA by the Division of Water Quality. They are NOT designated as a Primary Nursery
Area by the N.C. Division of Marine Fisheries and they are CLOSED to the harvest of shellfish.
PROPOSED PROJECT:
The applicant proposes the construction of a private pier, gazebo and finger piers for kayak access into Motts Pond,
adjacent to the Atlantic Intercoastal Waterway for a potential residential development on the property. The pier
would extend from the existing highground area approximately 65' into Motts Creek and would place the structure
approximately 20' waterward of the outer edge of coastal wetlands. The pier would then terminate into a "T-head"
platform (40' x 30% which 40' in length by 20' would be roof covered. The entire "T-head" would he o\ er Ohull
water. Two fixed finger piers, 20' in length by 6' in width, would be constructed. one on the ViIS rfl ikk' 111
platform and one on the western end of the platform. These finger piers would allow for kayal. and UdIcl- ,c I I -
propelled vessels access into Motts Creek and potentially into the AIWW under the Summer Rest Road bridge. '['he
application states that the structures would be located in approximately —4' of water @ Mean Low Water (MLW).
The structure would provide docking space for four (4) vessels, however the application states the structure would
only accommodate kayaks and other self propelled vessels.
10. ANTICIPATED IMPACTS:
The proposed pier system construction would incorporate 1,440 sq. ft. of Estuarine Waters and Pubic Trust Area
and would shade approximately 240 sq. ft. of coastal wetlands, vegetated primarily with Smou1h Uorduras�
(Spartina alterniflora). Minor increases in turbidity should be expected during construction. The l'K0l)0„.Cd ph. r
and platforms would extend approximately 58 feet into a waterbody, which measures approximately 236 feet
across, which would conform with the 1/4 width.
Submitted by: Robb Mairs Date: 3/15/07 Office: Wilmington

1919 904
APPLICATION for
major nevolooffleol Perm- it
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Bailey And Associates
Project Name (if applicable)
Babies Hospital -Molts Creek
Applicant 1: First Name
Chris
MI
Last Name
Bailey
Applicant 2: First Name
MI
Last Name
!f additional applicants please attach an additional page(s) with names listed.
Mailing Address
7225 Wrightsville Avenue
PO Box
City
Wilmington
State
NC
ZIP
28403
Country
USA
Phone No.
910 - 256 - 8443 ext.
FAX No.
910 - 256 - 6331
Street Address (ff different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Waterline Marine Construction And Consulting
Agent/ Contractor 1: First Name
MI
Last Name
Jim
D
Hundley
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
1646
Wrightsville Beach
NC
ZIP
Phone No. 1
Phone No. 2
28480
910 - 264 - 9977 ext.
- - ext.
FAX No.
Contractor #
910 792 0942
62058
Street Address (if different from above)
---
City
State
ZIP
Email
[e-mail]
R EG E e V E
tJI,,IV1 WILMINGTON, NC
aFonn continues on backs FEB 2 6 2007

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
New Hanover
7225 Wrightsville Avenue
Subdivision Name
City
State
Zip
Wilmington
NC
28403 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
910 - 256 - 8443 ext.
I , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Molts Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
AIWW
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
+/- 472'
101,930
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NA, I
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
8' ®NHW or ❑NWL
e.
Vegetation on tract
Landscaped Lot
f. Man-made features and uses now on tract
Existing Commercial Building
g.
Identify and describe the existing land uses admiacent to the proposed project site.
The tracts adjacent to the proposed project are commercial and one adjacent side is a road.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
B-1
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ❑No
k.
Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No DNA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No DNA
National Register listed or eligible property?
DCM WILMINGTON. NC
<Form continues on next page>
FEB 2 6 2007

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site?
(ii) Are there coastal wetlands on the site?
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
City
o. Describe existing drinking water supply source.
City
p. Describe existing storm water management or treatment systems.
NA
®Yes ❑No
®Yes []No
[]Yes NNo
5. Activities and Impacts
a. Will the project be for commercial, public, or private use?
❑Commercial ❑PublidGovemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose of the proposed construction is to provide residents with an observation platform and kayak launch to enjoy the
natural setting of the adjacent water body.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Normal marine construction techniques will be used during construction induding jet pumps.
d. List all development activities you propose.
The intent is to erect an observation pier and kayak launch facility.
e. Are the proposed activities maintenance of an existing project, new work, or both?
New
f. What is the approximate total disturbed land area resulting from the proposed project?
NA ❑Sq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area
[]Yes NNo ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Surface Runoff
i. Will wastewater or stormwater be discharged into a wetland?
❑Yes NNo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water?
❑Yes []No []NA
j. Is there any mitigation proposed?
[]Yes NNo ❑NA
If yes, attach a mitigation proposal.
<Form continues on bacb
DCM WILMINGTON, Nt
FEB 2 6 2007

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee_ Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name State of North Carolina -Real Property Office (UNCW Building) Phone No.
Address 116 Jones Street W, Raleigh, NC 27603
Name NCDOT Phone No.
Address 310 Division Drive, Wilmington, NC 26401
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
1 certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
1 further certify that the information provided in this application is truthful to the best of my knowledge.
Date
2/20107
Print Name Jim Hundley
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
[]DCM MP-3 Upland Development
®DCM MP-4 Structures Information
DECEIVED
DCM WILMINGTON. NC
FEB 2 6 2007

Form DCFA MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
(1) Is the docking facility/marina:
❑Commercial ❑Public/Govemment ®Private/Community
c. (1) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 65
(iv) Width 6
(v) Floating []Yes ®No
e. (1) Are Platforms included? ®Yes []No
If yes:
(ii) Number 1
(iii) Length 30
(iv) Width 40
(v) Floating ❑Yes ®No
Note. Roofed areas are calculated from dripline dimensions.
g. (1) Number of slips proposed
0
(ii) Number of slips existing
0
i. Check the proposed type of siting:
❑ Land cut and access channel
[_/Open water; dredging for basin and/or channel
®Open water; no dredging required
❑Other, please describe:
k. Typical boat length: nla
m. (i) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie plings?
[I This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ®No
d. (I) Are Finger Piers included? ®Yes ❑No
If yes:
(ii) Number 2
(iii) Length 25
(iv) Width 6
(v) Floating ❑Yes ®No
f. (i) Are Boati is included? []Yes ®No
If yes:
(5) Number
(III) Length
(iv) Width
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ('wet slips') only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Kayak or other small selfpropelled craft
I. (i) Will the facility be open to the general public?
[]Yes ®No RECEIVED
DCM WILMINGTON. NC
FEB 2 6 2007

2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. When: will residue from vessel maintenance be disposed of?
h- Give the number of channel markers and "No Wake" signs proposed.
i- Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
REOEIvcv
DCM WILMINGTON. NC
m. Is the marinaldocking facility proposed within a primary or secondary nursery area? FEB
2 6 2007
❑Yes ❑No

n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes []No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlandslmarsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
p. Is the proposed marinaidoc king facility located within or within close proximity to any shellfish leases? []Yes ❑No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from Mine dimensions.
14. GROIN (e.g., wood, sheetpile, etc. If rock groin, use MP-Z Excavation and Fill.) ®This section not applicable
a• (1) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a• Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS ® This section not ap
plicable
a. Is the strudure(s):
❑Commercial ❑PubliclGovernment ❑Private/Community
c- Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Are of the swing
7. GENERAL
b- Number
d. Description of buoy (color, inscription, size, anchor, etc.)
RECEIVED
DCM WILMINGTON, NC
FEB 2 6 2007

a. Proximity of structure(s) to adjacent riparian property lines
> 100'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
236
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
None exist
d. Water depth at waterward end of structure at NLW or NWL
4' NWL
8. OTHER ❑This section not applicable
a. Give complete description:
Installation of a fixed pier facility designed to accommodate the use of kayaks. In addition the platform will serve as an
observation dock for the proposed residential development.
2/20/07
Date
Bailey -Babies Hospital Gazebo Project
Project Name
Jim Hundley
Applicarlt-i`tame/
Applicant,signature
RECEIVED
DCM WIL.MINGTON, NC
FEB 2 6 2007

2.x6"
4`x4" POST �-
W W W W W
J m
W I +1( W W
W W 2'x8" DECK ` �-
+1` W W
DECK. EL. _ +7.Ot
2"x8" STRINGERS
ON 2'-O" CENTERS W W
O 2"x10' (DOUBLE) \\ W
CALV. SOLT W/WASHERS 1W W
AND SPIKED 1 W
HIGH WATER=±4_Ot _ _ 6" DIA. TREATED PILE �r i
ON 8'-0" CENTERS i
BOTTOM VARIES
I W W
` W
PENETRATION PER `� W
BLNLDING CODE �1 W
N IW W
TYPICAL PIER SECTION
NOT TO SCALE -r-KT Xt2AOU
g' + .0# \
_,•tP _ w
4ow
Y ` AT w,�� 30'x4O' DECK
W W W -QE§. kqf YNTH 20'x4O'
Y W W W W 1 ROOF OVER
W W W S,W�, W �
`w W W'YT M
vj W W W
\ W W
009
EXISTING
IRON PIPE
tg
20'
RAMP
MOTTS CREETO AIWW
N�
O
W W{Q-
JW
/ W
W W�W W
GRASSED AREA
yi
-__j NEW PIER PLAN
50 25 D 50
SCALE: 1"=50' FEET
7
NOTE. THIS FIGURE BASED ON SURVEY BY
ASPHALT PAVED PARKING HOBBS SURVEYING CO.
DATED AUG, 4, 2004
PIER AND GAZEBO
FOR: CHRIS BAILEY
O7225 WRIGHTSVILLE AVE.
WILMINGTON, N.C.
�6l NEW HANOVER COUNTY
QNS�'� BY: WATERLINE MARINE CONSTRUCTION
P v� l P.O. BOX 1646
WRIGHTSVILLE BEACH, N.C.
01*1 RECE1VEORAWN BY: WILLIAM H. WARREN, JR.
DCM WILMIfVGTOtUARY 22. 2007 SHEET I OF Z
FEB 2 6 2007

N �
N O M
O
C
z y
v Z
z UA 0 0
ur D 0
CD t-
(A R7 N
a z O m
zm O
z
O
o q
o m
N
O
-11 _Q
M 75
coX
D
C U Z v n
:;uaio- rl �X Z
r_
N�<XZZ--+%D G7
N r r m O Z T r D
rn M N
a � 0 Co
m mn Zr O D Or
to C') C fT1
m D C) Z CD
I m Ln <
a;
N' O
z
O
K

201 summer rest road, wilmmgton, nc 28403 - Google Maps Page 1 of 1
Address AS
Wilmington, NC 28405
"FmhrokekB • oYe'.
Foe
}M1
off 37rv.
u
..,ourtrp Clint',Of Lalff8l
Q
T
a ti
A>�.
SFr (• ,
Cy�=Jr �S
ri + r Cri �?ersrh Sr �:
i hsr my TB " Td css ".asp
o' U
3� •p .6 '� �Y T4
Hamor
7& Isdard
`'<,
J
02007 Google - Map data ©2007 jfftiCjQ'" r.f llc '
RECEIVED
DCM WILMINGTON, NC
FEB 2 6 2007
httn://mans.>looizle.com/mans?f=n&h1=en&a=201+summer+rest+road.+wihninQton.+nc++... 2/19/2007

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G, Ross Jr., Secretary
April 11, 2007
Chris Bailey
7225 Wrightsville Ave.
Wilmington, NC 28403
Subject: EXEMPTION
Stormwater Project No. SW8 070327
Bailey launch project
New Hanover County
Dear Mr. Bailey:
The Division of Coastal Management through a cooperative agreement with the Division of Water Quality
has reviewed your CAMA major permit application to determine if a stormwater management permit
would be required from the Division of Water Quality. The review of the plans and specifications has
determined that the development activities proposed at this time will not pose a threat to surface water
quality from stormwater runoff. The Director of the Division of Water Quality has determined that projects
that are reviewed and approved by the Division of Water Quality as not posing a water quality threat from
stormwater runoff should not be subject to the stormwater management permitting requirements of 15A
NCAC 2H.1000. By copy of this letter, we are informing you that your project will not require a stormwater
management permit.
If the subject project disturbs one acre or more and has a point source discharge of stormwater runoff,
then it is also subject to the National Pollutant Discharge Elimination System (NPDES) stormwater
discharge requirements. You are required to have an NPDES permit for stormwater discharge from
projects meeting these criteria. The stormwater rules require the Division of Water Quality to permit the
common plan of development, therefore, any future development on the property, regardless of whether a
CAMA Major permit is also required, may require a Stormwater Management Permit application and
permit issuance from the Division of Water Quality prior to any construction.
Please be advised that this determination is for stormwater management requirements only. Your
request for authorization of development under the Coastal Area Management Act is still. in process.
If you have any questions or need additional information concerning this matter please contact Ms. Linda
Lewis with the Division of Water Quality at [phone].
Sincerely,
Jam rG-regson This IS not
' Manager
JG/sks: A LAMA PERMIT
cc:
New Hanover County Inspections
Doug Huggett, DCM; Ted Tyndall, DCM
DCM-WiRO; DWQ-WiRO; DWQ Central Files
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

So ti�b3a7
INFILTRATION SITE VISIT REQUEST
Name of the Project: 7225 Wrightsville Avenue (Former Babies Hospital)
Location (attach a clear vicinity snap): 7225 Wrightsville Avenue, Wilmington North Carolina
Street address, SR number, community, etc.
Directions from the nearest major intersection: Site located at intersection of Wrightsville
Avenue (US 76) & Eastwood Road (US 74) and Canal Street Project site and parking will be
immediately on the left hand side of Wrightsville Avenue
Owner/Applicant Name: Chris Bailey. Bailey & Associates Inc.
Consultant Name: Lisa Gilchrist, McKim and Creed
Consultant Contact Information:[phone]. [e-mail]
Phone, fax, email, etc.
Existing ground elev. @basin/trench=
SHWT elev.=
SHWT plus 2' (max. bottom elev.)=
Date/Time of Soils Investigation
Summarar/Comments:
41 #2 #3 #4 #5 #6 #7 #8
q2_ O, HOAdl-14 Febr ieu 20
V! rM
TZ.71
All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench
must be marked and flagged. If these areas are not flagged, the Soils Scientist reserves the right to
decline to do the investigation. If the proposed infiltration system will be located in an area of existing
pavement and there is no open area nearby, equipment capable of breaking through the impervious
layer must be provided. The soils investigation does not take the place of a soils report prepared by
an appropriate professional. The Soils Scientist will only verify the soil conditions that are reported in
the Soils Report, and make a determination as to the suitability of the site to meet the infiltration
design requirements under NCAC 2H.1000, and assumes no liability should the system fail.

7225 Wrightsville Avenue, Wilmington NC
a •
ircrs • . • �••*• MU
24
• Q • • r •, •41 . LY
aZZpaG * i •,• go 141Tpr
M cr RAI
f �
Kr Lao�.
Kr � 'St""-� 'fit#_ eSt�� ; � • F • • •
•
y'n'�C11S• • •�Z C3q Fig •v. • • • '\. • • • • r
•� i
• i � f
��% . • ,T M 4t• i � • r
� 111i � •
. 'L • •
� Rs � � • � Sits � G{
w• ' o.
a04w •
r SIG TSVitL6 vF
� R ■
TM �
ov
Be v
. • • •
• r i 4`>•40
So
•
�. w -•
.. A TM
' Nh

MACTEC
February 17, 2006
Chris Bailey
Bailey and Associates, Inc.
7225 Wrightsville Avenue Annex
Wilmington, NC 28403
Subject: Soil Investigation Report
Bridgeview Project Site
Wilmington, North Carolina
MACTEC Job No: 6550-06-0306
Dear Mr. Bailey:
MACTEC Engineering and Consulting, Inc. (MACTEC) is pleased to submit this report
documenting our soil investigation at the subject site. The purpose of this soil investigation was
to characterize soils and to estimate the depth of the seasonal high water table and actual water
table below ground surface. This information will be used in a storm water infiltration design for
a new project on the property.
Eight soil borings were advanced to the water table and soils were visually characterized by a soil
scientist in the field. The field data was documented on the attached soil boring logs. The
approximate locations of the eight soil borings are shown on the attached Figure 1. MACTEC
also took depth to groundwater readings in several monitoring wells located on the property.
Soils on the southeastern portion of the property (formerly known as the Babies Hospital) were
predominantly fine sands. These sands extended to the water table which was encountered from
depths of 6.5 to 8.0 feet below ground surface.
Soils on the western portion of the property, known as the Center for Marine Science, were also
predominantly fine sand to the water table. A clayey soil was found at 42-inches in boring B8, and
a silty loam with shells was found at 30-inches in boring B5. The water table was found at 3.0 to 6.0
feet below ground surface in this area.
MACTEC appreciates the opportunity to continue to provide services to Bailey & Associates.
Should you have any questions, please contact Chris Pruneau at [phone].
Sincerely,
MACTEC Engineering and Consulting, Inc.
Jaime Jarrah J. Chris Pruneau, L.G.
Staff Scientist Principal Hydrogeologist
MACTEC Engineering and Consulting, Inc.
5710 Oleander Drive, Suite 110 • Wilmington, NC 208403
910-452-1185 • Fax: [phone]

c
OSYa-0[l iiy AI*WWM J i r
d ! tOi�l1�101CIRM{0.7�BOd1 $ 0
$ aeaaiRlA WSI�iMN aP W .
almMm emu. VA aljresj� g,?&
r
Z6
U
1
)3gpk� Pang{

MACTEC AND CONSULTING, INC.
5710 DR/
MACTEC
SUITEqNG
DANDER
MLMINGTON, NC 28403
[phone]
SOIL BORING LOGS
PROJECT NUMBER: 6550-06-0306
1PROJECT NAME: Bridgeview
BORING NUMBER: B1
GWL: 8 Feet 10 4
SOIL SCIENTIST: J. Jarrah
DRILLING METHODS: Hand Auger
DATE COMPLETED: 2-15-06
PAGE 1 OF 8
SAMPLE
USCS
REMARKS
DEPTH
DESCRIPTION
SYMBOL
(IN)
0-18 inches
Black SANDY loam; 7.5YR 2.5/1
18-24 inches
Dark grayish brown fine SANDY loam; 2.5Y 4/2
_
24-30 inches
Light yellowish brown fine SAND; 2.5Y 6/4
30-48 inches
Dark olive brown fine SAND; 2.5 Y 3/3
_
-5 48-60 inches
Yellow fine SAND; 2.5Y 7/6
60-90 inches
Olive brown fine SAND; 2.5Y 4/3
90-96 inches
Yellowish brown fine SAND; 1 OYR 5/8
_
-10
-15
-20
NOTES: Water table
is at 8.0 feet.

CTEC
570 OLEOANDEREDRrNG AND CONSULTING, INC.
OMACTE
WILMINGTON, NC 28403
[phone]
SOIL BORING LOGS
PROJECT NUMBER: 6550-06-0306
PROJECT NAME: Bridgeview
BORING NUMBER: B2
GWL: 6.5 Feet
SOIL SCIENTIST: J. Jarrah
DRILLING METHODS: Hand Auger
DATE COMPLETED: 2-15-06
PAGE 2 OF 8
SAMPLE
uscS
REMARKS
DEPTH
(IN)
DESCRIPTION
SYMBOL
0-12 inches
Black fine SANDY loam; 7.5YR 2.511
_
12-18 inches
Olive brown fine SAND; 2.5Y 4/4
18-24 inches
Pale yellow fine SAND; 2.5Y 7/4
_
-5
24-72 inches
Yellowish brown fine SAND; 10YR 5/8
-10
-15
-20
NOTES: Water table is at 6.5 feet.

a MACTEC
FJVGINEERIAND CONSULTING, INC.
,NG
MACTEC 5710 O iiiii"0 NDER DR
WILMINGTON, NC 28403
[phone]
SOIL BORING LOGS
PROJECT NUMBER: 6550-06-0306
1PROJECT NAME: Bridgeview
BORING NUMBER: B3
GWL: 6.5 Feet
SOIL SCIENTIST: J. Jarrah
DRILLING METHODS: Hand Auger
DATE COMPLETED: 2-15-06
PAGE 3 OF 8
SAMPLE
uscS
REMARKS
DEPTH
DESCRIPTION
SYMBOL
(IN)
0-12 inches
Black fine SANDY loam; 7.5YR 2.5/1
12-24 inches
Light olive brown fine SANDY loam; 2.5 Y 5/4
-
24-36 inches
Pale yellow fine SAND; 2.5Y 7/3
-
36-48 inches
Brown fine SAND; 7.5YR 4/3
48-78 inches
Yellowish red firm sandy CLAY loam; 5YR 5/8
-10
-15
-20
NOTES: Water table is at 6.5 feet.

w MACAND CONSULTING, INC.
AN ER DR.
,5710 OLEANDER DR.
M ACT E C 5710 OLEANDER
Ow.SUITE110
WILMINGTON, NC 28403
[phone]
SOIL BORING LOGS
PROJECT NUMBER: 6550-06-0306
1PROJECT NAME: Bridgeview
BORING NUMBER: B4
GWL: 4.5 Feet
SOIL SCIENTIST: J. Jarrah
DRILLING METHODS: Hand Auger
DATE COMPLETED: 2-16-06
PAGE 4 OF 8
SAMPLE
uscS
REMARKS
DEPTH
DESCRIPTION
SYMBOL
(IN)
0-12 inches
Dark brown fine SAND; 7.5YR 3/2
_
12-24 Inches
Light olive brown fine SAND; 2.5 Y 5/3
24-36 inches
Yellow fine SAND; 2.5 Y 7/6
_
36-42 inches
Olive fine SAND; 5Y 4/3
42-48 inches
Olive fine SAND; 5Y 5/3
-10
-15
-20
NOTES: Water table is at 4.5 feet.

MACTEC
GINEERAND CONSUL7/NG,1NC.
r j l�/I ACT E C
O DR.
GANDER
SU10
WILMINGTON, NC 28403
[phone]
SOIL BORING LOGS
PROJECT NUMBER: 6550-06-0306
PROJECT NAME: Bridgeview
BORING NUMBER: B5
GWL: 4.0 Feet
SOIL SCIENTIST: J. Janah
DRILLING METHODS: Hand Auger
DATE COMPLETED: 2-16-06
PAGE 5 OF 8
SAMPLE
uscs
REMARKS
DEPTH
DESCRIPTION
SYMBOL
(IN)
0-12 inches
Black fine SAND; 5YR 2.5/1
12-30 inches
Olive gray fine SAND; 5Y 4/2
30-48 inches
Black SILTY loam with shells; 7.5YR 2.5/1
-5
-10
-15
-
-20
t
NOTES: Water table is at 4.0 ieet.

ENGINEERING AND CONSULTING, INC.
NDER DR'
MACTEC 5710 O
�
WILMINGTON, NC 28403
[phone]
SOIL BORING LOGS
PROJECT NUMBER: 6550-06-0306
PROJECT NAME: Bridgeview
BORING NUMBER: B6
GWL: 4.0 Feet
SOIL SCIENTIST: J. Jarrah
DRILLING METHODS: Hand Auger
DATE COMPLETED: 2-16-06
PAGE 6 OF 8
SAMPLE
USCS
REMARKS
DEPTH
DESCRIPTION
SYMBOL
(IN)
0-12 inches
Dark brown fine SAND; 7.5 YR 3/2
12-36 inches
Dark yellowish brown fine SAND; 10YR 4/4
36-48 inches
Brown fine SAND; 1OYR 4/3
-5
-10
-15
p-
-20
NOTES: Water table is at 4.0 feet.

MACTEC ENGINEERING AND CONSULTING, INC.
OMACTEC 5710
SUITTE110ANDERDR.
MWINGTON, NC 28403
[phone]
SOIL BORING LOGS
PROJECT NUMBER: 6550-06-0306
1PROJECT NAME: Bridgeview
BORING NUMBER: B7
GWL: 3.0 Feet
SOIL SCIENTIST: J. Jarrah
DRILLING METHODS: Hand Auger
DATE COMPLETED: 2-16-06
PAGE 7 OF 8
SAMPLE
uscS
REMARKS
DEPTH
DESCRIPTION
SYMBOL
(IN)
0-24 inches
Dark brown fine SAND; 1OYR 3/3
24-36 inches
Black fine SANDY loam with organics; 7.5YR 2.5/1
_
-5
-10
-15
-20
NOTES: Water table is at 3.0 feet.

MACTEC ENGINEERING AND CONSULTING, INC.-
.SUITTEI GANDER DR.
W'MACTEC
WILMINGTON, NC 28403
[phone]
SOIL BORING LOGS
PROJECT NUMBER: 6550-06-0306
IPROJECT NAME: Bridgeview
BORING NUMBER: B8
GWL: 6.0 Feet
SOIL SCIENTIST: J. Jarrah
DRILLING METHODS: Hand Auger
DATE COMPLETED: 2-16-06
PAGE 8 OF 8
SAMPLE
uscs
REMARKS
DEPTH
DESCRIPTION
SYMBOL
(IN)
0-6 inches
Dark brown fine SAND; 7.5YR 3/2
6-12 inches
Light olive brown silty CLAY loam with iron oxides; 2.5Y 5i4
_
12-18 inches
Olive fine SAND; 5Y 5/4
18-30 inches
Yellowish brown fine SANDY loam; 1 OYR 5/8
30-42 inches
Brown fine SAND; 10YR 4/3
42-72 inches
Strong brown CLAY; 7.5 YR 5/8
-10
-15
-20
is at 6.0 feet.
NOTES: Water table