SW8031217_HISTORICAL FILE_20050906

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
901AI
PERMIT NO.
SW I
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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YYYYMMDD

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NCDENR
North Carolina Department of Environment and Natura
Division of Land Resources
James D Simons, PG, PE Land Quality Section
Director and State Geologist
September 6, 2005
11C`'.c�'IVED
5Ew 0 G r005
Resour daY
NOTICE OF VIOLATIONS OF THE
SEDIMENTATION POLLUTION CONTROL ACT
CERTIFIED MAIL 7005 0390 0001 3200 1702
RETURN RECEIPT REQUESTED
St Joseph Partners, LLC
Mr Todd Saieed
3301 Benson Drive
Raleigh, NC 27619
RE Project Name St Joseph Residential
Project ID Newha-2004-165
County New Hanover
Compliance Deadline 10 days from receipt
Dear Mr Saieed
Michael F Easley, Governor
William G Ross Jr, Secretary
On September 1, 2005, personnel of this office inspected a project located on St Joseph Street, Carolina
Beach in New Hanover County, North Carolina This inspection was performed to determine
compliance with the North Carolina Sedimentation Pollution Control Act (Act) of 1973 The inspection
revealed a land -disturbing activity of approximately 3 6 acres being conducted
It is our understanding that you and/or your firm are responsible for this land -disturbing activity The
purpose of this letter is to inform you that this activity was found to be in violation of the Act, G S
113A-50 to 66, Title 15A, North Carolina Administrative Code (NCAC), Chapter 4 If you feel that you
are not responsible for the following violations, please notify this office immediately
The violations that were found are
b Failure to conduct a land -disturbing activity in accordance with the provisions of an approved
erosion and sedimentation control plan 15 NCAC 4B 0113 Swales and temporary sediment
traps 1, 2,_and 3 have never been installed after reReated request
c Failure to file an acceptable, revised plan after being notified of the need to do so G S 113A-
54 1 (b) and 15A NCAC 4B 0118 (a) On July 26, 2005 a request was made to either install
swales and sediment trans or submit a revised set of plans with annronnate calculations to this
office_ for review detailing why the swales and traps were not necessary No such plans or
calculations have since been submitted to this office
Wilmington Regional Office
127 Cardinal Drive Ext , Wilmington, North Carolina 28405-3845 • Phone [phone] FAX [phone]

Notice of Violations
St Joseph Partners, LLC
Mr Todd Saieed
March 31, 2005
Page 2 of 2
Failure on a tract of more than one acre, when more than one acre is uncovered, to install
sedimentation and erosion control devices sufficient to retain the sediment generated by the land -
disturbing activity within the boundaries of the tract during construction upon and development
of the tract G S 113A-57(3) Erosion has been occurring around the site due to a lack of
erosion control devices Swales and sediment traps have never been installed
To correct these violations, you must
All swales and sediment traps must be installed as per approved plans or a revised set of plans
must be submitted to this office for review detailing why the swales and traps are not necessary
The penalty for an initial violation could be an assessment of up to $5,000 00 A time period for
compliance is not required for enforcement of this violation pursuant to NCGS 113A-61 1(c) and NCGS
113A-64(a)(1) Therefore, the initial violation may be referred to the Director, Division of Land
Resources, for appropriate action
Please be advised that if these violations are not corrected within 10 days from receipt days of receipt of
this notice, the Director, Division of Land Resources, will be requested to take appropriate legal action
against you pursuant to NCGS 113A-64 That action could be the assessment of a civil penalty, and the
amount maybe up to $5000 per day for each day of the violation The penalty maybe assessed from the
date of the violation, NCGS 113A-61(a)(1) If the violations are corrected within the time period
specified for compliance, no further legal action will be pursued
Please be advised that any new land -disturbing activity associated with this project should not begin until
the area presently disturbed is brought into compliance with the Act When corrective actions are
complete, you should notify this office so that work can be inspected You should not assume that the
property is in compliance with the Act until we have notified you After installation, all erosion control
measures must be maintained in proper working order until the site is completely stabilized
We solicit your cooperation, and would like to avoid taking further enforcement action At the same
time, it is your responsibility to understand and comply with the requirements of the Act Copies of the
relevant statute and administrative rules may be examined at this office or will be sent to you upon
request Should you have questions concerning this notice or the requirements of the Act please contact
either Schuyler Snowdon or me at your earliest convenience
Sincerely,
Daniel Sams, PE, ME
Regional Engineer
Land Quality Section
Enclosures Sedimentation Inspection Report
cc State Sedimentation Specialist
Regional Water Quality Supervisor
WIRO - LQS

OF
NORTH C4ROLIN,4 DEPARTMENT OFENVIRONMENTAND NATURAL RESOURCES
L 4ND QUALITY SECTION 127 Cardinal Drive, Ex1, Wilmington, NC 28405-3845 [phone]
County ✓ Project
Person Financially Responsible S.
Address %moo i rla,+.r,A f4I
Case #
Rarer Basin _t' c, pf c-al
Project # /t ^ OLF /lo
l Project Location r Pictures
No.0 Yes ❑ Prints ❑ Slides ❑ Digital ❑ Video ❑
2 Weather and Soil Conditions
3 Is site currently under notice of violation? Yes ❑
No,3'�
4 Is the site in compliance with the S PC A and the rules'
Yes ❑ No ❑ If no, check Violations below
5 Violations
or
0 a No approved plan, G S 113A-57(4) and 15A NCAC 04B 0107(c) ❑ g Inadequate buffer zone, G S 113A-57(1)
0 b Failure to follow approved plan, 15A NCAC 04B 0113
❑ h Graded slopes and fills too steep, G S 113A-57(2)
f� c Failure to submit revised plan, G S 113A-54 1(b) and
or 15A NCAC 04B 0124(d)
15A NCAC 04B 011 S(a)
❑ i Unprotected exposed slopes, G S 113A-57(2)
❑ d I'ailure to provide adequate groundcover, G S 1I3A-57(3) and
❑ j I'ailure to maintain erosion control measures,
15A NCAC 04B 0107(b) or 15A NCAC 04B 0124(e)
15A NCAC 04B 0113
e Insufficient measures to retain sediment on site, G S I13A-57(3)
❑ k Other (describe)
.,E
❑ f Failure to take all reasonable measures, 15A NCAC 04B 0105
6 Potential NPDFS Permit Violation) Yes Uf No ❑ Describeln+a
rc� T
7 Has sedimentation damage occurred since last inspection?
Yeses' If yes, where) (check all that apply) No ❑
Lake/natural watercourse on the tract ❑ Lake/natural watercourse off the tract ❑ Other property 0
Description 0f ul.P 04 04 lJ r'nct'4 y I tY
Degree of damage Shghy@ A oderate ❑ severe ❑
S Contact made with (Name) ��
Title
Inspection Report given ❑ or sent,0 to Person Financially Responsible
Date given/sent �..7 21 A),0 7�"
9 Corrective actions/needed
ca t Z. C ct f� f -f tcsln I�dCrC
5G1bah i -1 140, `to -r4l` 0
7ti1�Cc 'iir ;WG 1 C J tJ I., 'r r r
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f
p '! i wPC' J f r '� ci i �C'� ef✓
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,jf' —k t + f l o" s
10 Comments ..--A No, (,' o U`tilirw2f, w'f� c<fra—ae,�•
Report by `rv� i rr _ 116 1 Others present
sq
Date of Inspection R-t J t'T�e
arriving at site 1 iJ 3 L - Time leaving site O' S
cc

�OF W ATFMichael F Easley, Governor
02 William G Ross, Jr, Secretary
r North Carolina Department of Environment and Natural Resources
� �
p '< Alan W Klimek, P E Director
Division of Water Quality
October 13, 2005
Mr Todd Saieed, Member/Manager
St Josephs Partners, LLC
3301 Benson Drive, Suite 535
Raleigh, NC 27619
Subject: Approved Plan Revision
St. Josephs Residential (Carolina Bay)
Stormwater Project No. SW8 031217
New Hanover County
Dear Mr Saieed
On July 7, 2005, the Wilmington Regional Office received a plan revision for Stormwater
Management Permit Number SW8 031217 The revisions include a revised pool location and
layout, and the addition of Yard Inlet No 3 and 50 feet of 15" RCP into SDMH No 6 It has
been determined that a formal permit modification is not required for the proposed changes
We are forwarding you an approved copy of the revised plans for your files Please replace the
old approved plan sheets with the new ones
Please be aware that all terms and conditions of the permit issued on March 2, 2004,
remain in full force and effect Please also understand that the approval of this revision to
the approved plans for the subject State Stormwater Permit is done on a case -by -case
basis Any other changes to this project must be approved through this Office prior to
construction The issuance of this plan revision does not preclude the permittee from
complying with all other applicable statutes, rules, regulations or ordinances which may
have jurisdiction over the proposed activity, and obtaining a permit or approval prior to
construction
If you have any questions concerning this matter, please do not hesitate to call me at (910)
796-7404
Sincerely,
Linda Lewis
Environmental Engineer II
ENBlarl S 1WQSISTORMWATIREVISION1031217 oct05
cc Phil Tripp, P E , Tripp Engineering
Beth Wetherill, New Hanover County Engineering
Division of Coastal Management
Tony Roberts, New Hanover County Building Inspections
Town of Carolina Beach Building Inspections
Linda Lewis
Wilmington Regional Office Stormwater File No SW8 031217
Central Files
North Carolina Division of Water quality 127 Cardinal Drive Extension Phone [phone] Customer Services 877-623 6748 Wilmington Regional Office Wilmington, NC 28405�3845 FAX [phone] Internet h2o enr state nc us One Carol> na
An Equal Opportunity/Affirmative Acton Employer — 50% Recycled110% Post Consumer Paper J1 �a&A.111rY

� A 1
St Joseph's Residential
Stormwater System Calculations
Sand Filter
Drainage Basin #1
Total area 19 ac
TE 03070
Required Surface Area = 360 sf/ad x 19 ac = 684 sf (L:-� ji2mbe,
Provided Surface Area = 246' x 3' = 738 sf JizenhajowiICARp1;/,,-
Required Volume = 540 cf/ad x 19 ac = 1,026 cf C6�chz*, ��QoF�SS�py9�
Provided Volume = 246' x 3' x 1 5' = 1,107 cf (� a
c��nd¢} SEAL �•
0 17374 ; a
a
of car►, 6 - % ! �41GIN����Q
RE
Drainage Bann #2 111111111����
Total Area 0 $2 ac
Required Surface Area = 360 sf/ad x 0 82 ac = 295 sf 4Z ' 04 OcF
Provided Surface Area = 165' x 2' = 330 sf
Required Volume = 540 cf/ad x 0 82 ac = 443 cf
Provided Volume = 165' x 2' x 1 5' = 495 cf
Drainage Basin #3
Total Area 0 58 ac
Required Surface Area = 360 sf/ad x 0 58 ac = 209 sf
Provided Surface Area = 123' x 2' = 246 sf r
Required Volume = 540 cf/ad x 0 58 ac = 313 cf A/ !�
Provided Volume = 123 x 2 x 1 5 = 369 0 cf RECEIVED
FEB 0 4 2004
DWQ
PROD 4 SIJ� 8 6 3l 2

1W .
SAND FILTER DESIGN
FILENAME, G IDATAIWPDATAIWQSISFILTERI031217-3 WK1
DATE 02-Mar-04 PROJECT# SW8 031217-3
PROJECT NAME St Josephs Residential
DRAINAGE BASIN Cape Fear REVIEWER L Lewis
RECEIVING STREAM Carolina Beach Yacht Basin Class SB
Index No CPF24 18-87-31 2 If ORW, is site within the 575' AEC?
SITE AREA 3 99 acres DRAINAGE AREA 1, 1 1 ' 25266 SF
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKINGIWALKS
CONCRETE
OTHER
% IMPERVIOUS, I=
BOTTOM OF FILTER
TOP OF SAND
OVERFLOW WEIR
SURFACE AREA
VOLUME
REQUIRED SURFACE AREA
FILTER WIDTH PROVIDED
FILTER LENGTH PROVIDED
PROVIDED SURFACE AREA
1515 SQUARE FEET
9748 SQUARE FEET
1392 SQUARE FEET
3327 SQUARE FEET
TOTAL ;' 15982 SQUARE FEET
RV= 05+ 009 (I) = 0 62
Sediment Chamber
IF1Ii111111,1,111111,11111� 11 J208 80
I€I 411l i 114111l1111 1'11 JPI I EI 1€111 1112
�: i,I .1 , Irl 123
i! till l I !11i �Ii'1246
6 3 FEET MSL
7.8 FEET MSL
8 FEET MSL
Sand Chamber
SF
1:2081801 SF
FEET
'11'1,!1'!°2 FEET
FEET
rE 'JA23 FEET
SF
01246 SF
REQUIRED MIN VOLUME 1'h1l€'16i!,lili'Il�!IIII'I'1!Ik�!�11313'20 CF 1 :313 201 CF
TOTAL VOLUME REQUIRED 626.40 CF
Sediment Chamber Sand Chamber
DESIGN STORM IIIII II'il'IIII'II'illilll'II'111111111€11'lll'I'llilklll l''1 11 IN ' I'I'1I1I'1'l 14111;11I1'I IN
DEPTH, 18" MINIMUM Ililllll IIIIIII!Illllllllllllblllllllllllll'1P 501i FEET 1 i 11"i11'I I'1:11a5' FEET
VOLUME CF ' 1I :' I111'11369 CF
TOTAL VOLUME PROVIDED I ' 738.00 CF
ORIFICE DESIGN
COMMENTS
PROPOSED ORIFICE DIAMETER
AVERAGE HEAD
NUMBER OF ORIFICES
FLOWRATE FOR 24 HOURS
FLOWRATE PROVIDED
'i'it ail lil�!i IN I'ii,r ' s 6
I I 11,1,E !! I i,!qo 13 0 6
Ili'i''I II II J I I! II II II'I I!'ll IIII I,0 008511
611I'II'I'dll''I'Idl'I'Ill''I'I€ill'I I"00 7
INCHES
FEET
EACH
CFS
CFS
Volume, surface area and drawdown are within Design Requirements

SAND FILTER DESIGN
FILENAME G 1DATAIWPDATAIWQSISFILTER1031217-1 WK1
DATE 02-Mar-04 PROJECT# SW8 031217-1
PROJECT NAME St Josephs Residential
DRAINAGE BASIN Cape Fear REVIEWER L Lewis
RECEIVING STREAM Carolina Beach Yacht Basin Class SB
Index No CPF24 18-87-31 2 If ORW, is site within the 575' AEC?
SITE AREA 3 99 acres DRAINAGE AREA I , I I,1111182764 SF
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKINGIWALKS
CONCRETE
OTHER
% IMPERVIOUS, I= i'',,, 11 67 0%
BOTTOM OF FILTER
TOP OF SAND
OVERFLOW WEIR
SURFACE AREA
VOLUME
REQUIRED SURFACE AREA
FILTER WIDTH PROVIDED
FILTER LENGTH PROVIDED
PROVIDED SURFACE AREA
24459 SQUARE FEET
24510 SQUARE FEET
2155 SQUARE FEET
4322 SQUARE FEET
TOTAL I ', III'111155446 SQUARE FEET
RV= 05+ 009 ( I ) _
Sediment Chamber
1'161I€,11111'1 , , 684'00
110111111111'111111i', Ijjlijlllllllllll113
''1�I91111�1�' � 'll,l�ll�,1�1246
!IIIII iil 16,3 FEET MSL
IIIII,V'I11'1,78 FEET MSL
' ,'� , 8 FEET MSL
Sand Chamber
SF ',,II`€I!Iill i684001;SF
FEET 1 bIIE1111,II11110I,'r it 3' FEET
FEET �,Il!1'lll'161i,' 246 FEET
SF "','II'I'1'i,'`E` 738 SF
REQUIRED MIN VOLUME 1:1-111d;ld 1 1026'00 CF 1, 111�11'1'9102600', CF
TOTAL VOLUME REQUIRED 1 ',2052.00 CF
Sediment Chamber Sand Chamber
DESIGN STORM 1 IN 1;1;1";' ,,f 1 IN
DEPTH, 18" MINIMUM 1161''I'61 h" I'111i1,'50 FEET '11'kH11dW 1 5 FEET
VOLUME I'11111g111111'1i' 1I 1I.I111i1107 CF 1107 CF
TOTAL VOLUME PROVIDED 11112214.00 CF
ORIFICE DESIGN
COMMENTS
PROPOSED ORIFICE DIAMETER
AVERAGE HEAD
NUMBER OF ORIFICES
FLOWRATE FOR 24 HOURS
FLOWRATE PROVIDED
III'I ',, , , 6
1,I'11111,H1111i
,11I,IIRI110 6
1111111111111'1114''
''III11III°II111140
O'0256
tsgii i$QI�iIR'I a
�11'1110 7
INCHES
FEET
EACH
CFS
CFS
Volume, surface area and drawdown are within Design Requirements

SAND FILTER DESIGN
FILENAME- G%DATAIWPDATAIWQSISFILTER1031217-2 WK1
DATE 02-Mar-04 PROJECT# SW8 031217-2
PROJECT NAME St Josephs Residential
DRAINAGE BASIN Cape Fear REVIEWER L Levis
RECEIVING STREAM Carolina Beach Yacht Basin Class SB
Index No CPF24 18-87-31 2 If ORW, is site within the 575' AEC?
SITE AREA 3 99 acres DRAINAGE AREA I °I,35719 SF
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING=ALKS
CONCRETE
OTHER
% IMPERVIOUS, 1= ap'1'1173 6%
BOTTOM OF FILTER
TOP OF SAND
OVERFLOW WEIR
SURFACE AREA
VOLUME
REQUIRED SURFACE AREA
FILTER WIDTH PROVIDED
FILTER LENGTH PROVIDED
PROVIDED SURFACE AREA
13060 SQUARE FEET
12855 SQUARE FEET
357 SQUARE FEET
SQUARE FEET
TOTAL 26272 SQUARE FEET
RV= 05+ 009 (I) _
Sediment Chamber
'111111141111Ii111!II, 1295.20o
k11k3 [II�
� �f I� 35�2
r1jH'1bl1' H11I1!11'
b 16111 165
330
!ill']" � 613 FEET MSL
J,Jidkid 7.8 FEET MSL
I1,1j!1' ' i 1,8 FEET MSL
Sand Chamber
SF
Udii 295 20 SF
FEET
; 1,11 , 9;I,'I ' 2 FEET
FEET
111111 i I,IJT1155, FEET
SF
'9'Ih 1'11111330 SF
REQUIRED MIN VOLUME !1!!I I,1 6!1,111!I '1'442 8011 CF I 1,11'Idi'1l 442180,1 CF
TOTAL VOLUME REQUIRED 1 k,11,1886:60 CF
Sediment Chamber Sand Chamber
DESIGN STORM ''I I,kIk1'R 1 1, i'll! IN 'T'Ili! 1;p'1; 1 IN
DEPTH, 18" MINIMUM lFl Ik, Ifilij lf1f111,541 FEET "hlkfll I i f'1i 1 5 FEET
VOLUME-'Iilld, "J4,'I'1 Il'; 495 CF "1,11'11j 19d1;11495 CF
TOTAL VOLUME PROVIDED ;Iid,990.00 CF
ORIFICE DESIGN
COMMENTS
PROPOSED ORIFICE DIAMETER
AVERAGE HEAD
NUMBER OF ORIFICES
FLOWRATE FOR 24 HOURS
FLOWRATE PROVIDED
1I'f�ufll� J�1�kl,� i IIP'I�i� 0 fil
11111,1111 11011
11111111, " 11111k 10k0115,
INCHES
FEET
EACH
CFS
CFS
Volume, surface area and drawdown are within Design Requirements

Page 1 of 1
North Carolina
Elaine F. Marshall E P ARTM E [SIT OF THE
Secretary SECRETARY OF STATE
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PO Box 29622 Raleigh, NC 27626-0822 [phone]
Date 10/13/2005
Click here to
View Document Filings 1
71 Print apre-populated Annual Report Form I File an Annual Report I
Corporation Names
Name Name Type
NC St Josephs Partners, Legal
LLC
Limited Liability Company Information
SOSID
0685104
FID:
20-0181656
Status
Current -Active
Date Formed
7/30/2003
Citizenship
Domestic
State of Inc
NC
Duration
Perpetual
Registered Agent
Agent Name
Registered Office Address
Registered Mailing
Address
Principal Office Address
Principal Mailing Address
Gregono, Jeffrey T
3301 Benson Drive Suite 535
Raleigh NC 27609
P 0 Box 17566
Raleigh NC 27619
3301 Benson Drive, Suite 535
Raleigh NC 27609
No Address
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster
http //www secretary state nc us/Corporations/Corp aspOPitemId=5673643
10/13/2005

,f
SOSID 685104
Date Filed 7/30/2003 2 24 00 PM
Elaine F Marshall
North Carolina Secretary of State
C200321100140
ARTICLES OF ORGANIZATION
OF
ST. JOSEPHS PARTNERS, LLC
Pursuant to §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 limited liability company
I The name of the limited liability company is St Josephs Partners, LLC
2 The name and address of each person executing these Articles of Organization is as
follows
Jeffrey Skinner, Organizer
Kilpatrick Stockton LLP
3737 Glenwood Avenue, Suite 400
Raleigh, North Carolina 27612
3 The street address, which is also the mailing address, and county of the initial registered
office of the limited liability company is 3737 Glenwood Avenue, Suite 400, Raleigh,
Wake County, North Carolina 27612
4 The name of the initial registered agent is Elizabeth W Voltz
5 The limited liability company has a principal office The street address, which is also the
mailing address, and county of the principal office of the limited liability company is
3301 Benson Drive, Suite 501, Raleigh, Wake County, North Carolina 27604
6 Except as provided by N C G S §57C-3-20(a), the members of this limited liability
company shall not be managers by virtue of their status as members
7 These Articles will be effective upon filing
This the 28'i' day of July, 2003
RALUR01 6891J7 i

Sosm o685101
LIMITED LIABILITY COMPANY Date Filed 3/10/2005 2 36 PM
Elaine F Marshall
e
ANNUAL REPORT North Carolina Secretary of Stag
NAME OF LIMITED LIABILII Y COMPANY St Josephs Partners, LLC
STATE OF INCORPORATION NC
SECRE I ARY OF STATE L L C ID NUMBER 0685104 FEDERAL EMPLOYCR ID NUMBER 20-0187656
NATURE Or BUSINESS Real Estate
REGISTERED AGENT Gregorio, Jeffrev T
REGISTERED OFFICF MAILING ADDRESS P O Box 17566
Raleigh NC 27619
REGIS 1 FRED OFFICE STREEI ADDRESS 3301 Bensoir Drive Suite 535
Raleigh, NC 27609 County Wake
SIGNATURE OF TILE NEW REGISTERED AGEN I
RE csn ITtrTEs
PRINCIPAL OFFICE TELEPHONE NUMBER 919-863-1000
PRINCIPAL, OFFICE MAILING ADDRESS P O Bur 17566
Raleigh, NC 27619
PRINCIPAL. %FICE S MET ADDRESS 3301 Benson Drive, guile 535
Raleigh, NC 27609
MANAGERS/MEMBERS/ORGANIZERS
Renaissance Holdings, LLC
Title Manager
3301 Benson Drive, ,suite 535
Raleigh, NC 27609
RobeiI D Jones
Title Manager
3101 lndustria1 Drrve, 1ui1e 200
Raleigh, NC 27609
APPOINTMENT
CERTIFICATION OF"
L R 1 LIST BE MPLETED BY ALL, LIMITED LIABILITY COMPANIES
VA
FORAM MUST BE SIGNED BY A MANAGER/MEMBER DATE
Thomas A SAieed, Jr
Manager/Member
TYPE OR PRINT NAME TYPL OR PRINT TITLE
ANNUAL REPORT NEE $200 00 MAILTO Secrctary of State • Corporations Division Post Office Box 29525 Ralagh NC 27626-0525

xr ax„ o
LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY St Josephs Partners, LLC
STATE OF INCORPORATION NC
SECRETARY OF STATE L L C ID NUMBER 0685104
NATURE OF BUSINESS Real Estate
REGISTERED AGENT Voltz, Elizabeth IY
SOSID 0685104
Date Filed, 6/31200412-54 PM
Elaine F Marshall
North Carolina Secretary of State
FEDERAL EMPLOYER ID NUMBER 20-0181656
REGISTERED OFFICE MAILING ADDRESS 3737 Glenwood Avenue, Suite 400
Raleigh, NC 27612
REGISTERED OFFICE STREET ADDRESS 3 73 7 Glenwood Avenue, Suite 400
Raleigh,l4C 27612 County Wake
PRINCIPAL OFFICE TELEPHONE NUMBER 919 9S4 0963
PRINCIPAL, OFFICE MAILING ADDRESS 3301 Benson Drive, Suite 501
Raleigh, NC 27609
PRINCIPAL OFFICE STREET ADDRESS 3301 Benson Drive, Suite 501
Raleigh, NC 27609
MANAGERSIMEMBERS/ORGANIZERS
Dewitt Real Estate Services LLC
Title Manager
3301 Benson Drive, Suite 501
Raleigh, NC 27609
Robert D Jones
fate Manager
31011ndustrial Drive, Suite 200
Raleigh, NC 27609
CERTIFICATIO ANNUAL P MUST B COMPLE l'ED BY ALL LIMITED LIABILITY COMPANIES
o
FORM MUST BE SIGNED BY A MANAGER/MEMBER DATE
DeWitt Real Estate Services LLC, By Thomas A Saieed, Jr. Manager/Member
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL. REPORT FEE $200 00 MAIL TO Secretary of State • Corporations Division • Poet Office Box 29525 -Raleigh, NC 27626 0525

North Carolina Department of the Secretary of State
Corporations Division
P O Box 29622
Raleigh, NC 27626-0622
919 807 2225
www sosnc com
Personal Name Ashley Tweed _Phone [phone]
Business Name Kilpatnck Stockton LLF
Email Address atweeditilpatnckstockton com Fax [phone]
Check One:
❑ Same Day Guaranteed Filing additional $200, document received by 12.00 NOON in proper form)*
❑ 24-hour Guaranteed Filing a ditional $100, document received in proper form)*
® Regular Process
Check One:
® Pick up PLEASE PLACE IN BOX #12.
❑ Mail to above
*Filing time guaranteed only, documentation may not necessarily be completed
FILINGS ONL Y.-
Name of Entity St Jose hs Partners, LLC
Type of Iaocument 2003 Annual Report _ _
Name of Entity
Certificates: (Please check box.)
❑ Existence
❑ Other (specify)
Copies: (Please check box.)
TAll documents on isle
❑ Annual Reports
❑ Other (spec)fy)
ORDERS ONLY:
Quantity:
Certified (quantity) Plain (quantity)

]ob No ./
Date tO -tZ_
TRIPP ENGINEERING, P.C.
419 Chestnut Street, Wilmington, NC 28401
Phone [phone] • FAX [phone]
Email trippeng@ec rr com
LETTER OF TRANSMITTAL
To�
Attention
Subject
FAX TRANSMITTTAL NUMBER OF PFAGES INCLUDES COVER
I am sending you a ATTACHED ( ) UNDER SEPARATE COVER
Prints ( ) Tracings ( ) Copy of letter ( ) Specifications { ) Other
2
These are transmitted as checked below
(X) For Approval ( ) For Your Use { ) Sign & Return ( ) Review
cc
Sig nech—

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone [phone] • FAX [phone]
August 10, 2005
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: St. Joseph's Residential aka Carolina Bay Condos
Project SW8 031217
TE 03070
Dear Linda
As per your July 22, 2005 correspondence, we have shortened the outfall pipe to
end just through the bulkhead We have relocated the rip rap onto high ground Please
note SDMH No 1 is part of an off -site stormwater by-pass through our project
The runoff from our site around building 3 will flow through a grass swale prior
to entering D1 No 3 The final outfall point through the bulkhead is in the same
location as the original Bared end section coming from SDMH No 1
We hope this helps clear up the situation Please contact us with any questions,
comments or if you need additional information Thank you
Sincerely,
TrjpR EnginekP.
f -
Phillip G. Tri
PGT dcb
Eric
�4, Cam- �E-
AUG
1 2 Z005
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[Fwd Carolina Bay Condos St Joseph Street]
Subject: [Fwd Carolina Bay Condos St Joseph Street]
From: Linda Lewis <linda lewis@ncmail net>
Date: Fri, 22 Jul 2005 15 26 39 -0400
To: Phil Tripp <trippeng@ec rr com>, Charles Cazier <charlie-trippeng@ec rr com>
CC: jim gregson@ncmail net
Phil/Charlie
I spoke with Jim Gregson about this project this morning To recap my previous
comments, the fax I received from you on April 25, 2005, did not show a new
bulkhead, or a pipe going through a bulkhead My conditional approval faxed to you
on May 12, 2005, was with the understanding that LAMA would need to see the
proposed work since it was within the 75' AEC gone of CAMA's plans show this
proposed pipe through the bulkhead
The plans you sent me on July 7, 2005, now show a new bulkhead with a longer pipe
going through the bulkhead and ending in a riprap energy dissipator that is in the
marsh, per Jim Gregson I learned this morning that the bulkhead was constructed
without a LAMA permit If the energy dissipator cannot be taken out of the marsh,
the proposed piping will require a modification to the CAMA permit
Section 12 of the permit requires that the runoff from the sand filters be
directed through a vegetated filter The 7-7-05 plans need to be revised to label
and locate both of the required vegetated filters (one for DA-1 and one for DA's
2&3) Laurie should have requested that the filters be shown and labeled on the
original plans Additionally, it appears that the project data sheet for system #2
was not included in the permit I will be printing a data sheet for system #2 to be
added to the permit
Jim and I agreed that to meet State Stormwater requirements, and avoid a LAMA Major
permit modification, you could shorten the pipe coming out of the bulkhead so that
it Dust clears the structure This will pull the riprap back out of the marsh and
onto the highground Then you could put back the original Swale leaving SDMH-1, and
add a drop inlet adjacent the bulkhead, so that the swale from the southern part of
the project can come around Building 43 and drop into that inlet as well, then go
through the bulkhead
Linda
Subject: Carolina Bay Condos St Joseph Street
From: Linda Lewis <linda Lewis@ncmail net>
Date: Wed, 20 Jul 2005 16 58 51 -0400
To: Phil Tripp <tnppeng@ec rr com>
CC: robb mains@ncmail net
Phil
I have reviewed the revised plans for the subject project It does not appear that
they are the same as what you faxed to me on April 25, 2005 The pipe is now going
through a bulkhead that was not shown on the fax I am not sure that CAMA allows
this I will copy CAMA on this email to solicit their comments
Robb, when you get a moment, please come by and take a look at these revised plans
Thanks,
Linda
1 of 2 7/22/2005 3 27 PM

[Pwd Carolina Bay Condos St Joseph Street]
Carolina Bay Condos St. Joseph Street Content -Type: message/rfc822
Content -Encoding: 7bit
2 of 2 7/22/2005 3 27 PM

FT� 5 •— -_v ��/ nn Ir
, i1
Nuv i g 2004
A
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
November 18, 2004
MEMORANDUM
TO Linda Lewis
or
Noelle Lutheran
Division of Water Quality
FROM Doug Huggett
Major Permits Processing Coordinator
SUBJECT CAMAIDREDGE & FILL Permit Application Review
Applicant: St Joseph's Partners, LLC-Carolina Bay Condominiums
Project Location. 630, 650, 670 St Joseph's Street, located on Pleasure Island, adjacent to the Carolina Beach
Yacht Basin, in Carolina Beach, New Hanover Co
Proposed Project: Proposes to develop a private 42 slip marina with dredging for the boat basin, also proposes
maintenance dredging in an existing recently renovated 30 slip marina to serve the new
condominium complexes and the public
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by December 11, 2004 If you have any questions regarding the proposed project, please 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 S22wv'C��ZI
1 sal e 3 -z-o¢-
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
4,2
//--
SIGNED �4� �- DATE
121 ar In rive x , I ming o , Nbrth Carolina 28 -
Phone [phone] FAX [phone] Internet www nccoastalmanagement net
An Equal Opportundy 1 Affirmative Actmn Employer — 50% Recycled 110% Post Consumer Raper

C
July 6, 2005
TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone [phone] • FAX [phone]
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: St. Joseph's Residential aka Carolina Bay Condos
Project SW8 031217
TE 03070
Dear Linda
In response to your correspondence dated May 12, 2005, we enclose two (2) sets of
revised plans for the above referenced project Please review for approval and contact
us with any questions, comments or if you need additional information Thank you
Sincerely,
Tr Engineerm , P.C.
Phillip G. Tripp, P. .
PGT deb
Enc

N
NCDENR
E+! V D
APR 0 5 2005
33Y
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D Simons, PG, PE Land Quality Section Michael F Easley, Governor
Director and State Geologist William G Ross Jr, Secretary
March 31, 2005
NOTICE OF VIOLATIONS OF THE
SEDIMENTATION POLLUTION CONTROL ACT
CERTIFIED MAIL 7004 2510 0001 8279 9526
RETURN RECEIPT REQUESTED
St Joseph Partners, LLC
Mr Todd Saieed
3301 Benson Drive
Raleigh, NC 27619
RE Project Name St Joseph Residential
Project ID Newha-2004-165
County New Hanover
Compliance Deadline 28 days from receipt
Dear Mr Saieed
On March 30, 2005, personnel of this office inspected a project located on St Joseph Street, Carolina
Beach in New Hanover County, North Carolina This inspection was performed to determine
compliance with the North Carolina Sedimentation Pollution Control Act (Act) of 1973 The
inspection revealed a land -disturbing activity of approximately 3 6 acres being conducted
It is our understanding that you and/or your firm are responsible for this land -disturbing activity The
purpose of this letter is to inform you that this activity was found to be in violation of the Act, G S
113A-50 to 66, Title 15A, North Carolina Administrative Code (NCAC), Chapter 4 If you feel that
you are not responsible for the following violations, please notify this office immediately
Wilmington Regional Office
127 Cardinal Drive Ext , Wilmington, North Carolina 28405-3845 • Phone [phone] FAX [phone]

Notice of Violations
St Joseph Partners, LLC
Mr Todd Saieed
March 31, 2005
Page 2 of 3
The violations that were found are
e Failure on a tract of more than one acre, when more than one acre is uncovered, to install
sedimentation and erosion control devices sufficient to retain the sediment generated by the land -
disturbing activity within the boundaries of the tract during construction upon and development
of the tract G S 113A-57(3)
Erosion has been occurring around the site due to a lack of erosion control devices Sediment
damage has occurred to the wetland area adjacent to the new bulkhead construction Erosion was
first noted August 16, 2004 to the northeast side of the site and on January 11, 2005 in two
separate areas along the bulkhead There was also sediment damage along southeast edge of
existing bulkhead due to illegal dredging activities
Failure to take all reasonable measures to protect all public and pnvate property from damage by
such land -disturbing activities 15A NCAC 4B 0105
Silt fence along bulkhead was knocked down, overtopped or filled in for several months along
east side of property In other areas _silt fencing --was not installed_ until months after it was
requested in several inspection reports In addition onsite soil and dredge material was piled next
to and _on_ton of the bulkhead allowing sediment to eroded directly offsite into the wetland area
Failure to maintain satisfactorily all temporary and permanent erosion and sedimentation control
measures and facilities during the development of a site 15 NCAC 4B 0113
Silt fencing was requested in multiple inspection reports to be maintained and repaired as per
approved erosion and sediment control j2lans Failure to do so has resulted in offsite sediment
damage
To correct these violations, you must
1 Silt fencing has since been installed around bulkhead, but needs to be maintained and repaired
according to approved erosion and sediment control plan
2 Sediment damage to wetland areas must be coordinated with and cleaned up according to Army
Corp of Engineers (ACE) and Division of Water Quality (DWQ) Standards You will need to
contact both agencies in coordinate efforts to resolve this issue Once the issue has been resolved
the Land Quality Section will require official paperwork stating ACE and or DWQ findings and
remediation action, if any
The penalty for an initial violation could be an assessment of up to $5,000 00 A time period for
compliance is not required for enforcement of this violation pursuant to NCGS 113A-61 1(c) and
NCGS 113A-64(a)(1) Therefore, the initial violation maybe referred to the Director, Division of
Land Resources, for appropriate action

V
Notice of Violations
St Joseph Partners, LLC
Mr Todd Saieed
March 31, 2005
Page 3 of 3
Please be advised that if these violations are not corrected within 28 days from receipt days of receipt
of this notice, the Director, Division of Land Resources, will be requested to take appropriate legal
action against you pursuant to NCGS 113A-64 That action could be the assessment of a civil
penalty, and the amount maybe up to $5000 per day for each day of the violation The penalty may
be assessed from the date of the violation, NCGS 113A-61(a)(1) If the violations are corrected
within the time period specified for compliance, no further legal action will be pursued
Please be advised that any new land -disturbing activity associated with this project should not begin
until the area presently disturbed is brought into compliance with the Act When corrective actions
are complete, you should notify this office so that work can be inspected You should not assume
that the property is in compliance with the Act until we have notified you After installation, all
erosion control measures must be maintained in proper working order until the site is completely
stabilized
We solicit your cooperation, and would like to avoid taking further enforcement action At the same
time, it is your responsibility to understand and comply with the requirements of the Act Copies of
the relevant statute and administrative rules may be examined at this office or will be sent to you
upon request Should you have questions concerning this notice or the requirements of the Act
please contact either Schuyler Snowdon or me at your earliest convenience
Sincerely,
Daniel Sams, E
Regional Engineer
Land Quality Section
Enclosures Sedimentation Inspection Report with map
cc State Sedimentation Specialist
Regional Water Quality Supervisor
W IRO - LQS

A 1
Case #_�__
NORTH CRROLINA DEPARTMENT OFENYIRONMENTAND NATURAL RES0UR CES
L4ND QUALITY SECTION 127 Cardinal Drive, Ext , Wilmington, NC28405-3845 [phone]
County New 42 tior/+ tr Project S--t. Znsj (1 i� ,J,, c i * ,I Riper Basin Cgpc. �t� ✓`
Person Frnanciall) Res onsible � S( 17A .-4 o, e k L G f- fAr 77*M._4,r', e.e ei Project #
Address 3 301 l , "owD+. I& N
1 Project Location -I --� ") + Pictures No ❑
Yes. dr Prints ❑ Slides ❑ Digital ❑ Video ❑
2 Weather and Soil Conditions
3 Is site currently under notice of violation> Yes ❑ No, r
4 Is the site in compliance with the S PC A and the rules>
Yes ❑ Nop` If no, check violations below
5 Violations
❑ a No approved plan, G S 113A-57(4) and 15A NCAC 4B 0107(c)
❑ g Inadequate buffer zone, G S 113A-57(1)
❑ b Failure to follow approved plan, G S 113A-61 1
❑ h Graded slopes and fills too steep, G S 113A-57(2)
❑ c Failure to submit revised plan, G S 113A-54 1(h) and
or ISA NCAC 413 0124(d)
15A NCAC 4B 0118(a)
❑ i Unprotected exposed slopes, G S 113A-57(2)
❑ d Failure to provide adequate groundcover, G S 113A-57(3) and
❑ j Failure to mlintain erosion control measures,
15A NCAC 4B 0107(b) or 15A NCAC 4B 0124(e)
15A NCAC 4B 0113
�
'2 a Insufficient measures to retain sediment on site, G S I13A-57(3)
❑ k Other (describe)
Failure to take all reasonable measures, 15A NCAC 4B 0105
';�rf
6 NPDES Permit Violations Yq,0 No ❑ Describe No AA rn gV ci of a vy, �C
7 Has sedimentation damage occurred since last inspection> Yes
If yes, where? (check all that apply) No ❑
Lake/natural witercourbe on the tract ❑ Lake/naturalljwatercourse off the trictg Other property ❑
1
Description 6 %% .+,��+, I 10&S i ri-{c, 466. Vt [f * W?-t 1 rA ►'l-`'-
-- -
Degree ofdamage Slight ❑ ModerateA Sekere ❑
8 Contact made with (Name) W , V[ � viI
;;yy
Title —fi vot t 41 11h e. v+'ri p-e-
Inspection Report given ❑ or sent,id to Person Financially Responsible Date gncn/sent i11a rz 3 f_�ay�
9 Corrective actions needed
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10 Comments
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F Easley, Governor Charles S .tones, Director William G Ross,
NOTICE OF VIOLATION 1
March 29, 2005 4 MAR J Z005
CERTIFIED MAIL #7002 2410 0006 9368 2341 1:3Y
RETURN RECEIPT REQUESTED
Mr Richard J Hurst
St Josephs Partners, LLC
1135 Military Cutoff Road
Wilmington, North Carolina 28405
RE NOTICE OF VIOLATION AND REQUEST TO CEASE UNAUTHORIZED DEVELOPMENT
LAMA VIOLATION#05-19D
Dear Mr Hurst
This letter confirms that on March 24, 2005, Jason Dail (NC Division of Coastal Management), Robb Mairs
(NC Division of Coastal Management), Bill Owens (Snow Marine Construction & Dredging), Carl Snow
(Snow Manne Construction & Dredging), Mike Davis (Project Manager, Saieed Construction Systems),
Stephen Saieed (CEO, Saieed Construction Systems), Todd Saieed (Saieed Construction Systems), Noelle
Lutheran (NC Division of Water Quality) and I were onsite at your property located at 630, 650, and 670 St
Josephs Street, adjacent to the Carolina Beach Yacht Basin 1 Myrtle Grove Sound, located in or near
Carolina Beach, off NC Highway 421, New Hanover County, North Carolina The purpose of the visit was to
investigate unauthorized development of mechanical excavation (dredging) of the bottom substrate within
the Carolina Beach Yacht Basin 1 Myrtle Grove Sound, the discharge of dredged spoils or fill matenal into
Coastal Wetlands and the placement of dredged spoil material within the Coastal Shoreline of Myrtle Grove
Sound This Notice also confirms onsite meetings on March 25, 2005 with Bill Owens, Carl Snow and
myself and on March 28, 2005 with Steve Momson (Land Management Group, Inc), Tom Ferrell (US Army
Corps of Engineers), Robb Mairs, Mike Davis, and Stephen Saieed
Information gathered by me for the Division of Coastal Management indicates that you have undertaken
major development in violation of the Coastal Area Management Act (LAMA) No person may undertake
Major Development in a designated Area of Environmental Concern (AEC) without first obtaining a permit
from the North Carolina Department of Environment and Natural Resources This requirement is imposed by
North Carolina General Statute (N C G S )113A-118
I have information that indicates you have undertaken or are legally responsible for the excavation of the
bottom substrate of an area in the Carolina Beach Yacht Basin I Myrtle Grove Sound to prepare for the
construction of the proposed Carolina Bay Condominium Manna, the discharge of dredged spoils or fill
matenal into approximately 760 square feet of Coastal Wetlands adjacent to Myrtle Grove Sound as a result
of the dredging and excavation operation, the placement of dredged spoil material along the Coastal
Shoreline of Myrtle Grove Sound and for the construction of a vinyl sheet pile bulkhead on the
aforementioned property The exact extent of the area of excavation within Myrtle Grove Sound has not yet
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

Mr Richard J Hurst
March 29, 2005
Page 2of4
been determined, however, it is my understanding, through conversations with Stephen Saieed and BIII
Owens, that approximately three quarters of the area proposed under a pending CAMA Major 1 Dredge and
Fill Permit Application has been excavated This amount would cover approximately 46,856 square feet and
would have resulted In the excavation of approximately 4,812 cubic yards of material During the offloading
of this dredged and excavated spoil material from the barge, spoil material was spilled into the adjacent
Coastal Wetlands This resulted in the filling of approximately 760 square feet of regularly flooded Spartina
altemrflora marsh The disposal of the excavated material on the high ground portion of the property
resulted in the placement of this material on approximately 16,500 square feet of land within the Coastal
Shoreline of Myrtle Grove Sound and within the Coastal Shoreline Buffer area The bulkhead construction
was taking place within the existing man-made basin on the northeast side of the project site A CAMA
General Permit (Permit No 36842-D) was issued for the construction of approximately 500 linear feet of
bulkhead in this location on March 12, 2004 This Permit expired on June 12, 2004 This activity took
place in the Estuarine Waters, Public Trust Areas, Coastal Wetlands and the Coastal Shoreline that are
contiguous with the Carolina Beach Yacht Basin/Myrtle Grove Sound Estuarine Waters, Public Trust Areas,
Coastal Wetlands and the Coastal Shoreline are designated as Areas of Environmental Concern (AEC) No
permit was issued to you for work in this area Based on these findings, I am initiating an enforcement action
by issuing this Notice of Violation for violation of the Coastal Area Management Act
I request that you immediately CEASE AND DESIST any further unauthorized activities within designated
Areas of Environmental Concern A civil assessment of up to $2,500 may be assessed against any violator
Each day that the development described in this notice is continued or repeated may constitute a separate
violation that is subject to an additional assessment of up to $2,500 An injunction or criminal penalty may
also be sought to enforce any violation (N C G S 113A-126)
It is the policy of the Coastal Resources Commission to levy a minimum civil assessment of $500
not to exceed $2,500 against all violations This is done to recoup some of the costs of
investigating violations and/or to compensate the public for any damage to its natural resources
Whether a higher amount will be assessed depends on several factors, including the nature and
area of the resources that were affected and the extent of the damage to them Based upon the
North Carolina Administrative Code, Title 15A, Subchapter 07H State Guidelines for Areas of
Environmental Concern, the activity you have undertaken, excavation of bottom substrate material
from Myrtle Grove Sound, the discharge of dredged/excavated spoil or fill material into Coastal
Wetlands, the disposal of dredgedlexcavated spoil material within the Coastal Shoreline of Myrtle
Grove Sound and the construction of a bulkhead within a man-made basin off Myrtle Grove Sound
in the Estuarine Waters, Public Trust Area, Coastal Shoreline, and Coastal Wetland AECs, is not
consistent with Section 0203, 0205, 0206, 0207 and 0209, which state that development
occurring within these AECs is compatible with natural characteristics so as to minimize the
likelihood of significant loss of private property and public resources, that uses that are not water
dependent shall not be permitted in Coastal Wetlands, Estuarine Waters and Public Trust Areas,
that development will have a minimum adverse impact upon the productivity and biological integrity
of coastal marshland, spoil material from new construction shall be confined landward of regularly
and irregularly flooded coastal wetlands and stabilized to prevent entry of sediments into the
adjacent water bodies or marsh, and within the Coastal Shoreline category, new development
shall be located a distance of 30 feet landward of the normal water level or normal high water level
Therefore, I am requesting
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

Mr Richard J Hurst
March 29, 2005
Page 3 of 4
1 All fill material within Coastal Wetlands be removed to a high ground location
approved by DCM and landward of the 30 feet Coastal Shoreline Buffer Area
2 That all dredgedlexcavated material shall be relocated at least 30 feet
landward of the normal high water line of Myrtle Grove Sound and stabilized
(i e , sediment fences and other erosion control measures) to prevent erosion
into the adjacent waterbody or marsh
3 A survey must be conducted of the area of excavation in Myrtle Grove Sound to
delineate the extent of the excavation of the bottom substrate and show the existing
water depths at normal water level This survey shall be provided to the appropriate
DCM Representative
4 No additional work may be conducted until proper permits have been issued by the
Division of Coastal Management, the US Army Corps of Engineers, and any other
applicable federal, state or local agency Please refer to the enclosed Restoration
Agreement
If you intend to cooperate with my request, please sign one of the attached Restoration Agreements and
return it to me in the enclosed, self-addressed envelope within ten (10) days of receipt of this letter Failure
to comply with this request or respond back to this office prior to the requested deadline with an acceptable
schedule for compliance will be interpreted as a refusal to cooperate and will result in a Notice of Continuing
Violation, as well as a court injunction being sought ordering compliance
The relevant statutes and regulations are available from this office, and I am willing to assist you in
complying with the requirements of these laws A site inspection will be made in the near future to
determine whether this REQUEST TO CEASE AND DESIST has been complied with I request that you
contact me immediately
Thank you for your time and cooperation in resolving this important matter If you have any questions about
this or related matters, please call me at [phone] Upon completion of the restoration as requested in
the Restoration Plan Agreement to the satisfaction of the Division of Coastal Management, you will be
notified as to the amount of the civil assessment for undertaking development without first obtaining the
proper permit(s) and/or development that is inconsistent with Coastal Resources Commission rules
Sincerely,
FJiGregs,�on�ron District Manager
Cc Ted Tyndall, Assistant Director, DCM
Roy Brownlow, Compliance Coordinator, DCM
Henry Wicker (US Army Corps of Engineers)
Tom Ferrell (US Army Corps of Engineers)
Meme Jo Alcoke (AG's Office)
Noelle Lutheran (Division of Water Quality)
Jeffrey T Gregono (Registered Agent, St Joseph Partners, LLC)
ENCLOSURE
127 Cardinal Drive Ext , Wilmington, North Carolina 28405-3845
Phone [phone] FAX [phone] Internet www nccoastafmanagement net
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled l 10% Post Consumer Paper

RESTORATION PLAN
For
St Josephs Partners, LLC Property
CASE NUMBER 05-19D
Property located at 630, 650, 670 St Joseph's Street, Carolina Beach, New Hanover County
�
r
oFLOCAT
ON
_POHTA6LE P_MY � Xi i
F tt-t IN NI kR',}t 10131-
1
FILL ►LaTERIAL TO BE NION ED „ .SILT
FENCE TO BE
LANDNN ARD AT LE X5T 30 FEET FROM
NHW UNE
INSTALLED
I, Richard J Hurst, agree to remove all material from within Coastal Wetlands to a highground
location, landward of the 30 feet Coastal Shoreline Buffer Area I agree to relocate all dredged
material to a point at least 30 feet landward of the normal high water line of Myrtle Grove Sound
and to stabilize the area with sediment fences and other erosion control measures to prevent
erosion into the adjacent waterbody or marsh I agree to conduct a survey of the area of excavation
in Myrtle Grove Sound that would indicate the extent of the excavation and existing water depths I
agree that no additional work may conducted until proper permits have been issued by the Division
of Coastal Management and the US Army Corps of Engineers
l agree to complete this restoration to the satisfaction of the Division of Coastal Management
(DCM) by April 29, 2005, or provide an explanation for non-compliance and a reasonable request
for time extension When corrective actions are complete, I will notify the DCM so the work can be
inspected
SIGNATURE
DATE
It is the policy of the Coastal Resources Commission to levy a minimum civil assessment $500 and higher against all
violations of this type depending upon the damage to the resources if restoration 1s not undertaken or satisfactonly
completed, a substantially higher civil assessment will be levied and an injunction sought to require restoration

State Stormwater Management Systems
Permit No SW8 031217
STATE OF NORTH CAROLINA
111D171114001 W CYI[r� ll i�1►T ►t1T Ti�� 1�,73a;1*Yr111MOMI
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
St Josephs Partners, LLC
St Josephs Residential
New Hanover County
FOR THE
construction, operation and maintenance of 3 sand filters in compliance with the provisions of
15A NCAC 2H 1000 (hereafter referred to as the "stormwater rules') and the approved
stormwater management plans and specifications and other supporting data as attached and on
file with and approved by the Division of Water Quality and considered a part of this permit
This permit shall be effective from the date of issuance until March 2, 2014, and shall be subject
to the following specified conditions and limitations
I. DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheet The stormwater control has
been designed to handle the runoff from 97,700 square feet of impervious area The sand
filters must be operated with a vegetated filter
3 The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans
4 All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements The final plats for the project will be recorded
showing all such required easements, to accordance with the approved plans
5 The runoff from all built -upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area
FA

State Stormwater Management Systems
Permit No SW8 031217
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name St Josephs Residential
Permit Number SW8 031217
Location New Hanover County
Applicant Mr Todd Saieed
Mailing Address St Josephs Partners, LLC
3301 Benson Drive
Raleigh, NC 27619
Application Date February 27, 2004
Receiving Stream/River Basin Carolina Beach Yacht Basin / Cape Fear
Stream Index Number CPF24 18-87-31 2
Classification of Water Body "SB"
Sediment Chamber#1 Sand Chamber#1
Drainage Area, acres
19
Onsite, ft2
82,764
Offsite, ft2
none
Total Impervious Surfaces, ft2
55,446
Pond Depth, feet
15
TSS removal efficiency
85% (a 50' vegetated filter is required)
Bottom Elevation, FMSL
63 63
Permitted Surface Area, ft2 738 738
Permitted Storage Volume, ft3 1107 1107
Top of Weir Elevation, FMSL 80 --
Top of Sand elevation, FMSL -- 78
Controlling Orifice 6" + overflow pipe
3

State Stormwater Management Systems
Permit No SW8 031217
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Sediment Chamber#2 Sand Chamber#2
Drainage Area, acres
082
Onstte, ft2
35,719
Offstte, ft2
none
Total Impervious Surfaces, ft2
26,272
Pond Depth, feet
1 5
TSS removal efficiency
85% (a 50' vegetated filter is required)
Bottom Elevation, FMSL
63 63
Permitted Surface Area, ft2
330 330
Permitted Storage Volume, ft3
495 495
Top of Weir Elevation, FMSL
80 --
Top of Sand elevation, FMSL
-- 78
Controlling Onfice
6" � overflow pipe
Sediment Chamber#3 Sand Chamber#3
Drainage Area, acres
058
Onsite, ft2
25,265
Offstte, ft2
none
Total Impervious Surfaces, ft2
15,982
Pond Depth, feet
15
TSS removal effictency
85% (a 50' vegetated filter is required)
Bottom Elevation, FMSL
63 63
Permitted Surface Area, ft2
246 246
Permitted Storage Volume, ft3
369 369
Top of Weir Elevation, FMSL
80 --
Top of Sand elevation, FMSL
-- 78
Controlling Orifice
6" � overflow pipe
4

State Stormwater Management Systems
Permit No SW8 431217
H. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface
2 During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaircd immediately
The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals including, but not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and revegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and specifications
f Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping
g Access to the outlet structure must be available at all times
4 Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ The records will indicate the date, activity, name of
person performing the work and what actions were taken
The facilities shall be constructed as shown on the approved plans This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data
6 Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certif}nng that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation Any deviations from the approved plans and specifications
must be noted on the Certification A modification may be required for those deviations
7 If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility
The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below
a Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the drainage
area
e Further subdivision, acquisition, or sale of all or part of the project area The
project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was
sought
f Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan
5

State Stormwater Management Systems
Permit No SW8 031217
9 The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction
10 A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction
11 At least 30 days prior to the sale or lease of any portion of the property, the permittee
shall notify DWQ and provide the name, mailing address and phone number of the
purchaser or leasee An access/maintenance easement to the stormwater facilities shall be
granted in favor of the permittee if access to the stormwater facilities will be restricted by
the sale or lease of any portion of the property
12 The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system
13 The Director may notify the permittee when the permitted site does not meet one or more
of the minimum requirements of the permit Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying the site to
meet minimum requirements The permittee shall provide copies of revised plans and
certification in wnting to the Director that the changes have been made
14 The permittee must maintain the current permitted drainage area No additional runoff
from outside of the permitted drainage area boundary may enter the permitted stormwater
facilities without first applying for and receiving a permit modification
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director in the
event of a change of ownership, or a name change, the permittee must submit a formal
permit transfer request to the Division of Water Quality, accompamed by a completed
name/ownership change form, documentation from the parties involved, and other
supporting materials as may be appropriate The approval of this request will be
considered on its merits and may or may not be approved The permittee is responsible
for compliance with all permit conditions until such time as the Division approves the
transfer request
2 Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215 6A to 143-215 6C
3 The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have j unsdiction
4 In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement
stormwater management systems
5 The permittee grants DENR Staff permission to enter the property dunng normal business
hours for the purpose of inspecting all components of the permitted stormwater
management facility
6 The permit maybe modified, revolted and reissued or terminated for cause The filing of
a request for a permit modification, revocation and reissuance or termination does not
stay any permit condition
2

State Stormwater Management Systems
Permit No SW8 031217
7 Unless specified elsewhere, permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual
8 Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit
9 The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days
Permit issued this the 2nd day of March 2004
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
n i��._Q 'Ll
Alan W Klimek, P F, Director
Division of Water Quality
By Authority of the Environmental Management Commission
7

State Stormwater Management Systems
Permit No SW8 031217
St Josephs Residential
Stormwater Permit No SW8 031217
New Hanover County
Designer's Certification
I, , as a duly registered
to the State of North Carolina, having been authorized to observe (pen odical ly/weekly/full time)
the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date
SEAL
8

State Stormwater Management Systems
Permit No SW8 031217
Certification Requirements
1 The drainage area to the system contains approximately the permitted acreage
2 The drainage area to the system contains no more than the permitted amount of
built -upon area
3 All the built -upon area associated with the project is graded such that the runoff
drains to the system
4 The outlet/bypass structure elevations are per the approved plan
5 The outlet structure is located per the approved plans
6 Trash rack is provided on the outletibypass structure
7 All slopes are grassed with permanent vegetation
8 Vegetated slopes are no steeper than 3 1
9 The inlets are located per the approved plans and do not cause short-circuiting of
the system
10 The permitted amounts of surface area and/or volume have been provided
11 Required drawdown devices are correctly sized per the approved plans
12 All required design depths are provided
13 All required parts of the system are provided, such as a vegetated shelf, and a
forebay
14 The overall dimensions of the system, as shown on the approved plans, are
provided
cc NCDENR-DWQ Regional Office
New Hanover County Building Inspections

Job No ("�C5-1C)
41 Date Z --ZS 94
TRIPP ENGINEERING, P.C.
419 Chestnut Street, Wilmington, NC 28`40C JvE
Phone [phone] - FAX [phone]
Email trippeng@ec rr com J FEB 2 5 Z004
LETTER OF TRANSMITTAL`'=.+
To �Cti Eta z-
Attention Lt odo Iej621s
Subject (54. J
FOX TRANICMTTTAI N11 IMRFR M: PA('FC TKI I I1r)Fq ('AVER S Yvy 0312-1!
I am sending you (vj-A:�TACHED ( ) UNDER SEPARATE COVER
( ) Prints ( ) Tracings ( ) Copy of letter ( ) Specifications ( ) Other
Copies- Item No Descril2tion
These are transmitted as checked below
( ) For Approval ( ) For Your Use ( ) Sign & Return ( ) Review
cc'
Signed
� �-4—

TTRIPP ENGINEERING, P.C.
4 t9 Chc4nur 5tleet
Wilmington, North C.icolina 28401
Phone; [phone] • FAX [phone]
February 24, 2004
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn. Ms. Linda Lewis
Re: St. Joseph's Residential
New Hanover County, NC
TE 03070
Dear Linda
In response to your correspondence dated February 19, 2004, we offer the
following
1 Separate signed operation and maintenance plans for each sand filter are
provided
2 Revised sheet 2 of the application is attached
3 Buildings have bee dimensioned
4 Note #4 has been added to the site plan sheet
5 Note has been added to sand filter detail requiring silicone caulking
6 Note have been added to details
7 Drainage area numbers have been added to C 1 sheet to clarify drainage areas
Please review for approval and contact us with any questions, comments or if
you need additional information Thank you
Sincerely,
Tripp Engineering, P C.
Jacqueline King r
r�
JK dcb
Eric

OF W A 7, R Michael F Easley, Governor
p William G Ross Jr, Secretary
`O G North Carolina Department of Environment and Natural Resources
Alan W Klimek, P E ,Director
p Division of Water Quality
Coleen H Sullins, Deputy Director
Division of Water Quality
February 19, 2004
Mr Todd Saieed, Member/Manager
St Josephs Partners, LLC
3301 Benson Drive
Raleigh, NC 27619
Subject. Request for Additional Information
Stormwater Project No. SW8 031217
St. Josephs Residential
New Hanover County
Dear Mr Saieed
The Wilmington Regional Office received a Stormwater Management Permit Application
for St Josephs Residential on December 10, 2003 A preliminary review of that
information has determined that the application is not complete The following
information is needed to continue the stormwater review
r Please provide separate, signed Operation and Maintenance plans for
each of the sand filters The Attorney General has required that we obtain
separate signed documents for each system
✓ 2 The middle column on page 2 of the application is not labeled Based on
the drainage area reported in the calculations, it appears that it is
supposed to be #2, and the third column, currently labeled as #2, is
actually #3
3 Please provide typical dimensioned building details
✓ 4 Please add a note to the plans concerning the need for the roof drainage
to be directed into the appropriate stormwater collection system
✓ 5 How will the %" plywood under the wood walk be made watertight
adjacent the concrete walls, and yet still be removable to provide access
for maintenance?
6 It is part of the design intent for a sand filter that the runoff in the sediment
chamber overflows into the sand chamber via weir cuts staggered in the
wall It appears that the proposed weir is just a single long edge at
elevation 8 5 or 9 0 Please raise the elevation of the weir wall, and
provide staggered weir cuts at elevation 8 5 or 9, as per the sand filter
detail in the BMP Manual
7 It's a little confusing to show both a sand filter detail and "Drainage Area
# Sediment Chamber & Sand Filter" details Please pick one and
delete the other so the contractor is not confused over what to build
N C Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional office Wilmington, NC 28405 [phone] Fax
Customer Service
1 800 623-7748

Mr Saieed
February 19, 2004
StormwaterApplication _No SW8 031217
8 Please remove the 2" sediment chamber drawdown The design intent of
a sand filter is that the runoff in the sediment chamber be pushed over the
weir and go through 18" of sand
Please note that this request for additional information is in response to a preliminary
review The requested information should be received by this Office prior to March 19,
2004, or the application will be returned as incomplete The return of a project will
necessitate resubmittal of all required items, including the application fee
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter The request must indicate the date by which you expect to submit the required
information The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215 1 and
is subject to enforcement action pursuant to NCGS 143-215 6A
Please reference the State assigned project number on all correspondence Any
onginal documents that need to be revised have been sent to the engineer or agent All
original documents must be returned or new originals must be provided Copies are not
acceptable If you have any questions concerning this matter please feel free to call me
at [phone]
Sincerely,
,X�cl� z�"
Linda Lewis
Environmental Engineer
RSSlarl S1WQSISTORMWATIADDINFO120041031217 feb04
cc Phil Tripp, P E
Linda Lewis
Page 2 of 2

Date 2 — + -C�
TRIPP ENGINEERING, P.C.
419 Chestnut Street, Wilmington, NC 28401
Phone [phone] • FAX [phone]
Email trippeng@ec rr corn
�� 11 LETTER OF TRANSMITTAL �Y
ToL -
Attention IWO Lff"JL�
Subject <:?r•
ti
FAX TRANSMITTAL NUMBER OF PAGES INCLUDES COVER
I am sending you (ATTACHED ( ) UNDER SEPARATE COVER
( ) Prints ( ) Tracings ( ) Copy of letter ( ) Specifications ( ) Other
These are transmitted as checked below
( ) For Approval ( ) For Your Use ( ) Sign & Return ( ) Review
Qq
cc

Form DCM-MP-1
A PPI,ICATION
(To be completed by all applicants)
1. APPLICANT
a Applicant
Name St Josephs Partners LLC
_c/o Mr Dick Hurst (agent)
Address P O Box 17566
City Ralej h _ State NC
Zip 27619 Day Phone [phone]
Fax [phone]
b Authorized Agent
Name Land Management Group Inc _
Address P O Box 2522
City W�Imm�ton State NC
Zip 28402 Day Phone [phone]
Fax [phone]
c Project name (if any)
Carolina Bay Condominiums
IAN 3 0 M4
b City, town, community or landmark
Carolina Beach
c Street address or secondary road number
St _ Josephs Street
d Is proposed work within city limits or planning
jurisdiction'7 X Yes No
(Town of Carolina Beach)
e Name of body of water nearest project (e g
river, creek, sound, bay)
_ Myrtle Grove Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a List all development activities you propose
+- (e g building a home, motel, marina, bulkhead,
pier;`And excavation and/or filling activities
Applicant proposes to re -develop three
parcels Proposed work includes(]) relocating
an existing pool and creatinp, a parking lot for an
existing marina (2) construction of three new
condominium buildins and associated parking _
(St Josephs Partners LLC) b Is the proposed activity maintenance of an
NUM Permit wiffbe issued in name of existmg project, new work, or both?
fandmvner(s), and/or project name. Pro ect in3zQlevelopment of property
is a 1 develo ed
NY
2. LOCATION OF PROPOS c Will the rojec e or public, private or
PROJECT, �A* �� ial us Private
IDN�S1On�i ° EMENT
a County New Hanover COP, STAu M
Revised 03/95

Corm DCM-MP-1
d Give a brief description of purpose, use,
methods of construction and daily operations of
proposed protect If more space is needed, please
attach additional pages
Standard daily practices and good construction
techniques will be used _Equipment_to_include,
dumptruck,_pile driver, backhoe
4. LAND AND WATER
CHARACTERISTICS
a Size of entire tract three parcel total 3 77-ac
b Size of individual lot(s) _ NIA _
c Approximate elevation of tract above MHW
or NWL Average elevation +5' MHW
d Soil type(s) and texture(s) of tract Soil is
_mapped as "urban" on the county soil survey and
reflects that mapping indicator Soil on the tract
consists of moderately ell drained sand with
historically mixed fill material, extending3, to 5'
below ground surface until reachinynatural soil
h How is the ti act Zoned by local government9
MI3-1 marina business
Is the proposed project consistent with the
applicable zoning9 —X_ Yes No
(iittach rotting (.otnpltance certtftcate tfapplicable)
Has a professional ar0acological assessment
been done for the tract9 Yes _X_No
If yes, by whom?
k Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property9
Yes X` No
I Are there wetlands on the sites X_Yes No
Coastal (marsh) —X_ Other _X_T
If yes, has a delineation been conducted? —Yes
(Attach documentation, if available)
m Describe existing wastewater treatment
facilities _ Municipal sewer
n Describe location and type of discharges to
waters of the state (For example, surface runoff,
Sanitary wastewater, industrialfcommercial
effluent, "wash down" and residential discharges )
No direct discharges are proposed Stormwater
e Vegetation on tract_ Two of the parcels_ i runoff_ to be handled through _ state -approved
management currently contain stormwater ement plan
homes, with one _ _ g an
maintained as ;brass and one yard heavily
overgrown The third parcel is maintained in a o Descri drinking water supply source
mowed condition with areas of dirt drive `1C I ���,, h unici al system
4 �-
f Man-made features now on traLqexistin
homes with storage sheds drivewaTIO INFORMATION
and remnants of old piers /docks 1Acondominium building, ashphalt pgloWq'�c�ohl�leted application farm, the
docking an pool, deckd basin marina pl 11
— ,eel igi its must be submitted
g What is the CAMA Land Use Plan land C� A o of the dced ( th t t 1 t 1
classification of the s ite9 (cowidi the beat land use plan)
Conservation Transitional
Developed Community
Rural �X� Other
(municipal, not in planning)
Revised 03/95
c py wi s a e app Ica ion on y)
or other instrument under which the applicant
claims title to the affected properties If the
applicant is not claiming to be the owner of said
property, then forward a copy of the deed or other
instrument under which the owner claims title,
plus written permission from the owner to carry
out the project

Form DCM-MP-1
x An accurate, dated work plat (including plan
view and cross -sectional drawings) drawn to scale
in black ink on an 8 %" by I I " white paper (Refer
to Coastal Resources Commission Rule 7J 0203
for a detailed description )
Please note that original drawings are preferred
and only high quality copies will be accepted
Bluedme prints or other larger plats are acceptable
only if an adequate number of quality copies are
provided by applicant (Contact the U S Army
Corps of Engineers regarding that agency's use of
larger drawings ) A site or location map is a part
of plat requirements and it must be sufficiently
detailed to guide agency personnel unfamiliar with
the area to the site Include highway or secondary
road (SR) numbers, landmarks, and the like
* A Stormwater Certification, ifone is necessary
* A hst 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 appphcation
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 Upon signing
this form, the applicant further certifies that such
notice has been provided
(adjacent to the north), 101 Rouge Cove Drive
Name_ Larry_& Sona Powell
Address_ 8707_Shipwatch Drive
Wilmington NC 28412
* A signed A_EC li-mard notice for projects in
oceanfront and inlet areas
* A statement of compliance with the N C
Environmental Policy Act (N C G S 113A -1 to
10) If the project involve-, the expenditure of
public funds or use of. public lands, attach a
statement documenting cdmphance with the North
Carolina Environmental Policy Act
6. 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 conditions and restrictions contained in
the permit
I certify that to the best of my knowledge, the
proposed activity complies with the State of North
Carolina's approved Coastal Management Program
and will be conducted in a manner consistent with
such program
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
(adjacent to the south), Lee's Lane
Name NC DOT c/o Mr/ Dan Cumbo I further certify that the information provided in
Address 300 Division Drive this application is truthful to the best of my
Wilmington, NC 28401 q\�
�00
* A list of previous state or fede is is the y of TA0Uft,g-- 3-
issued for work on the project tract Inclu rmit r
numbers, permittee, and issuing dates ��„� ? Ar�i�lQame i� i�o0lisflJ L►M tr-
None known OF
t.;' p�V1�a,
* A check for $400 made payable pt ,t TAL uth r �d4gent�
Department of Environment, Health, and atural
Resources (DEHNR) to cover the costs of
processing the application
Revised 03/95

rorni DCM-IVIP-3
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA
Major Permit, For DCM-MP-1 Be sure to
complete all other sections of the Joint Application
that relate to this proposed project
a Type and number of buildings, facilities, units
or structures proposed Three new condominium
buildings, with a total of 34 units Existing pool
house to be re -located One new building to
provide restrooms for existing _marina Two
existing covered „gazebos currently located within
the 30' Coastal Shoreline AEC buffer will be
removed
b Number of lots or parcels N/A
c Density (give the number of residential units
and the units per acre)
34 condominium units, 9 units/acre
d Size of area to be graded, filled or disturbed
including roads, ditches, etc 3 6-acres
of MHW or NWL, or within 575 feet in the case of
an Outstanding Resource Water, to be covered by
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways of parking 29 %_
h Projects that require a CAMA Major
Development Permit may also require a Stormwater
Certification Has a site development plan been
submitted to the Division of Environmental
Management for review?
X Yes _No
If yes, date submitted 11/29/2003
i Describe proposed method of sewage disposal
Municipal sewer
j Have the facilities described in Item I above
received state or local approvaI9 N/A
(Attach appropriate documentation)
cation and type of proposed
e If the proposed project will disturb n i� cli rg i t ters of the state (for example,
one acre of land, the Division of Land u; surface r f, sanitary wastewater,
must receive an erosion and sedimentati ontrol i i/co a ial effluent, "wash down" and
plan at least 30 days before land disturbm a tivity�A,�i Asi'd� i ial dis ges)
begins If applicable, has a sediments o and ct discharges are proposed Stormwater
erosion control plan been submitted to the ivision p IV _ _ „ r 1t41 _ dled through state -approved
of Land Resources9 _ X Yes Ttp p,STAL Nt(frhlWa—ter management plan
If yes, date submitted 11/29/2003
f List the materials (such as marl, paver stone,
asphalt, or concrete ) to be used for paved
surfaces Asphalt for parking areas concrete
for pool deck and dumpster pads ___
g Give the percentage of the tract within 75 feet
Revised 03/95
1 Describe proposed drinking water supply source
(e g well, community, public system, etc )
Municipal system _ ^�
in Will water be impounded9 Yes X No
If yes, how many acres?_

Form DCM-MP-3
n If the project is an oceanfront development,
when was the lot(s) platted and recorded? NIA
Applicant or Project Name
Signature
1 p
Z / d
Date
fi
�LV
DIVISION EMc�•ST
COASTAL MA
Revised 03/95

CAMA Major Application
Carolina Bay Condominiums, St. Joseph Street Partners LLC
Town of Carolina Beach, New Hanover County
Site Overview- The proposed development is located at 600-701 St Joseph Street,
Carolina Beach, NC The subject property consists of three adjacent parcels which
cumulatively total 3 77-acres The property fronts St Joseph Street and the rear abuts
Myrtle Grove Sound In this area, waters of Myrtle Grove Sound are classified by the
NC Division of Water Quality as SB This classification indicates the waters are not
suitable for the harvest of shellfish for human consumption No primary or secondary
nursery areas exist Local zoning for the property is MB-1 (marina business)
Existing Conditions. The southern most of the three tracts is currently maintained in a
mowed condition with areas of dirt drive A bulkhead exists along the shoreline, and an
upland basin marina is located on the property The marina contains twenty eight
permanent slips and roughly five slips in the form of temporary side -to dockage These
slips are currently leased to the public Two covered gazebos are located next to the
marina Wooden decking runs between the gazebos and around the bulkhead of the
marina basin The middle tract is currently developed as a single-family residence,
although the house has been abandoned and the yard is heavily overgrown The home,
driveway, sidewalk, pool, shed, and portions of a pier/dock remain on the property This
tract has no shoreline stabilization The northern most tract is also developed as a single-
family residence with a grassed yard A home, driveway, several sheds, floating dock,
mooring pilings, and bulkhead currently exist on the property
Requested Development: The applicant rquests to (1) develop three condominium
buildings with associated parking (2) construct a pootto serve the condominiums and re-
located an existing pool (3) construct parking for the existing marina and (4) construct a
building to contain restrooms for the existing marina It is noted that the existing pool is
currently owned by the adjacent Inland Harbour condominiums Areal estate exchange
agreement between St Joseph Partners, LLC and the Inland Harbour homeowners
association will allow for re -location of Inland Harbour's existing pool and utilization of
the former pool area for marina parking
Additional Permits: A Stormwater Management permit application will be submitted to
the NC Division of Water Quality for review concurrent with the CAMA application
Likewise, a sedimentation and erosion control plan will be submitted to the NC Division
of Land Quality
F21 C""4 21H V 1LE
AN 2 6 2Z
DIVISION OF
COASTAL MANAGEMENT

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BAN ? 9109
provided by Michael Underwood PLS
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Land Management Group, Inc.
Environmental Consultants
VIUIN1 IT IVIHI•" -
NO SCAT F
CAMA Major Permit Application
Carolina Bay Condominiums
PO Box2522 VICINITY MAP
Wilmington, NC 28402
910-452-0001
LMG # 02-03-268
C �pMect klesWurstlRgures
Applicant St Joseph's Partners LLC
Location.Myrtle Grove Sound, New Hanover Co
Date 1/28/2004 Sheet / of 7

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O�,,Spt \Ap,NGUE? �--'"1'000 2000 4000
SCALE 1" = 2000'
Land Management Group, Inc. CAMA Major Permit Application
Environmental Consultants USGS TOPOGRAPHIC Carolina Bay Condominiums
PO Box 2522
Wilmington, NC 28402 Carolina Beach 5' Quad Applicant St Joseph's Partners LLC
910-452-0001 Location Myrtle Grove Sound, New Hanover Co
LMG # 02-03-268 -�
0 OrojectfilesWurstlFigures Date 1/28/2004 Sheet 2 Of

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Le = Leon fine sand a
CN OF 0 500 1000 2000
a��l �4�,vAa'�� SCALE 1 1000'
COAS
Land Management Group, Inc. CAMA Major Permit Application
Environmental Consultants NRCS Soil Survey Carolina Bay Condominiums
PO Box 2522 New Hanover County
Wilmington, NC 28402 Applicant- St Joseph's Partners LLC
910-452-0001 p9 29 Location. Myrtle Grove Sound, New Hanover Co
LMG # 02-03-268
cWro/ecfffeswur-41Rgures Date 1/28/2004 Sheet 3 of 7

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT'
APPLICANT'S NAME Saint Josephs Partners, LLC c/o Dick lluist, project name is Carolina Bay
Condominiums
2 LOCATION OF PROJECT SITE Located on Pleasure Island, adjacent to the Carolina Beach Yacht Basin, in
Carolina Beach, New Hanover Co
Photo Index - 2000 21-257, S, T 5-6 1995 21-239, R,S 12-13 1989 4 178 10, M,N 15-16
State Plane Coordinates - X 2335394 Y 106985 GPS - 0-102216A
3 INVESTIGATION TYPE CAMA
4 INVESTIGATIVE PROCEDURE Dates of Site Visit - 10/22/2003
Was Applicant Present - No
5 PROCESSING PROCEDURE Application Received - completed on 1/29/2004
Office - Wilmington
6 SITE DESCRIPTION
(A) Local Land Use Plan - New Hanover Co
Land Classification From LUP - Developed
(B) AEC(s) Involved ES
Water Dependent No
(D) Intended Use Commercial
(E) Wastewater Treatment. Existing - Municipal sewer
(F) Type of Structures
Existing - Existing condominium complex, two (2) 4ornes with storage sheds, abandoned piers/floating
docks, driveways, sidewalks, parking lot, swimming pool, decking, bulkhead and marina basm
Planned - Re -develop three parcels Relocate the existing pool, install new pool, create marina
parking Iot and construct three condominium buildings
(G) Estimated Annual Rate of Erosion N/A
Source- N/A
7 HABITAT DESCRIPTION (AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands (Open water)
(C) Other - Highground
156,816 sq ft
disturbed
(D) Total Area Disturbed 156,816 sq ft
(E) Primary Nursery Area No
(F) Water Classification SB Open No

Nir Hurst
Pate Two
8 PROJECT SUMMARY The applicant is proposing to develop the three pai eel tract (3 77 acres) by constructing
three independent condominium buildings with associated parking, driveways, a swimming pool, concrete and
wooden walkway, utilities and a detached building which will contain restrooms The applicant is also proposing to
relocate the existing swimming pool approximately 100 feet south of its current location
9 PROJECT DESCRIPTION
Land Management Group, Inc , on behalf of Saint Joseph Partners, LLC, has requested that the attached
application be processed under the Express Permit Review Pilot Progi am.
The physical address of the project site is 600, 700 and 710 St Joseph's Street, adjacent to the Carolina Beach
Yacht Basin, in Carolina Beach, New Hanover Co To find the property, take S College road (Highway 421) from
Wilmington to Carolina Beach (approximately 15 miles) Cross Snow's Cut bridge and continue to travel south
along Highway 421 Turn left onto Saint Joseph's street (located approximately 2 5 miles fiom Snow's Cut bridge)
and the property will be located on the left at the comer of Saint Joseph's street and highway 421 (Lake Park
Blvd) The N C Dept of Transportation is the adjacent property owner to the south and Larry and Sona Powell are
the property owners to the north
The 3 77 acre parcel consists of three individual tracts that lie between St Joseph Street and the Carolina Beach
Yacht Basin Two of the tracts (tracts 2 and 3) contain two (2) abandoned single- family residences, with detached
buildings and associated driveways The other tract (tract 1) contains two condominium units (know as Inland
Harbour Condominiums), two (2) covered gazebos (currently located within the 30' buffer), parking area and
swimming pool Tract I also contains a boat basin and marina, which provides water access and docking facilities
for the residents of Inland Harbour A total of thirty (30) slips are located within the marina basin A bulkhead
exists along the entire stretch of shoreline along tract 1 and 3, while tracts 2 remains natural, with no artificial
shoreline stabilization Existmg water and sewer is provided by the Town of Carolina Beach
The three tracts have a combined total of approximately 840 linear feet of shoreline along the Carolina Beach
Yacht Basin Vegetation associated with the high ground portion of tracts 2 and 3, consists primarily of Southern
Wax Myrtles, Red Cedars, Live Oaks and Yaupon Vegetation on tract 1 is limited to landscaping, lawn grasses
and ornamental shrubs The high ground vegetation along tract 2 is bordered by transitional species including Sea
Oxeye (Bo>>ichia {rutescens) and Grounsel-bush (Baccharus hahnnfoha) High coastal marsh vegetation,
including, Black Needle Rush (Juncus ioemarianus), Spike Grass (DWichlis Wicata), Sea Lavender (Lunonium,
spp), and Salt Meadow Grass (5paaina paten si complete the transition to the waters edge where Smooth
Cordgrass Marsh (Spaylina alley nioya) is the predominant species Tract 3 is bulkheaded and maintains a narrow
strip of Smooth Cordgrass (Spartina alteryflora) on the waterward side of the bulkhead The property averages
approximately 5 feet above Normal High Water (NHW)
The waters of the Carolina Beach Yacht Basin that are adjacent to the project site, are classified as SB by the North
Carolina Division of Water Quality They are NOT designated as a Primary Nursery Area (PNA) by the N C
Division of Marine Fishenes, and they are CLOSED to the harvest of shellfish _
PROPOSED PROJECT
The applicant is proposing to develop the three parcel tract (3 77 acres) by constructing three independent
condominium buildings with associated parking, diiveways, a swimming pool, concrete and wooden walkway,
utilities and a detached building which will contain restrooms The applicant is also proposing to relocate the
existing swimming pool approximately 100 feet south of its current location

Mr Hurst
Page Three
The new condominium complex would include a total of thirty-four (34) units and would average nine (9) units pel
acre Condominium building unit I would be located on the not them side of the property and would run
perpendicular to St Joseph's street Building i would split tracts 2 and 3 Condominium unit 2 and the swimming
pool, would run parallel to St Joseph's street and would transect tracts 1 and 2, while building 3 would be located
on tract 1, also running perpendicular to St Joseph's street The relocated pool would be constructed along the
southern section of tract 1 The parking areas for the condominium complexes wodid be located around the north
and south side of buildings 1 and 3 and to the west of building 2 There would be additional parking for the
residents to the north and west of the relocated swimming pool Three (3) entrances would be installed on the tracts
to provide access in and out of the establishment One of the drives would be located on tract 3, and the other two
drives would be located on tracts I The two (2) swimsnuig pool facilities would have in ground pools, concrete
decking around the pools and two (2) small building that would provide restroom service for the residents
A section of buildings 1 and 3 would be located within the 75' Estuarine Shoreline, Area of Environmental
Concern (AEC), while building 2 would be located outside of the AEC Additionally, sections of the pools, as well
as the parking areas, would be located within the AEC According to the application and site drawings, none of the
proposed impervious areas would encroach into the 30' buffer However, the applicant has proposed the
construction of an elevated wooden walkway, 6' in width, along the waterward edge of the property, within the 30'
buffer Additionally, a wooden handicap ramp would be constructed within the buffer between the relocated
swimming pool and the boat basin The width of the handicap ramp would be 6'
10. ANTICIPATED IMPACTS
The initial grading of the property would result in the disturbance of approximately 3 6 acres of high ground The
proposed condominiums, pools, pool houses, decking, walkways, parking areas and drives would result in the
creation of approximately 96,384 square feet of impervious surface Total impervious surface coverage within the
75' Estuanne Shoreline AEC would be 29 0% The applicant has applied for a State Stormwater Permit with the
Division of Water Quality (Permit No SW8031217) and for atSedtmentation and Erosion Control Plan with the
Division f Land Quality (NewHa 2004-165) The permit, once issued under the low density (30%) option, would
restnct the total maximum built -upon area of the subdivision to 96,384 sq ft
Submitted by Jason Dail Date. 1/30/2004 Office Wilmington

NC 6NJL
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State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office n
Division of Land Resources
Land Quality Section
Michael F Easley, Governor
William G Ross Jr , Secretary
January 28, 2004
ZI4�•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
NOTICE OF RECEIPT OF REVISED EROSION & SEDIMENTATION CONTROL PLAN
St Joseph's Partners LLC
Mr Todd Saieed
3301 Benson Drive
Raleigh, NC 27619
Dear Mr Saieed
This office has received a revised soil erosion and sediment control plan for the project listed below
NCGS 1 13A-54 1 (a) requires that this office approve or disapprove a submitted revised plan within 15 days
of receipt of such plan Failure to act by this office within this time period shall be deemed approval of the `
revised plan
Commencement or continuation of a land -disturbing activity under the jurisdiction of the North Carolina
Sedimentation Pollution Control Act (NCGS 1 13A-50) prior to the approval of an erosion and sediment control
plan is a violation of the Act
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance with
federal and state water quality laws, regulations and rules If you have any questions about such requirements,
you are advised to contact that Division of Water Quality
If you have questions, please contact this office at 395-3900
Sincerely,
Carol N Miller, CPESC
Assistant Regional Engineer
CNMlbfr
cc Jaqueline King, Tripp Engineering
WIRO-LQS
PROJECT NAME St Joseph's Residential
PROJECT NO Newha-2004-165
LOCATION St Joseph's Street - New Hanover County
RIVER BASIN Cape Fear
SUBMITTED BY Tripp Engineering
DATE RECEIVED BY LQS January 28, 2004
127 North Cardinal Drive, Wilmington, N C 28405-3845 *Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone [phone] FAX [phone]
December 9, 2003
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
RECEIVED
Attn• Ms. Linda Lewis
D r u 10 1003
Re: St. Joseph's Residential
New Hanover County, NC BY
TE 03070 /
Dear Linda
In response to your correspondence dated December 4, 2003, we offer the
following
1 Calculations have been revised and sealed
2 Drainage areas have been labeled
3 Two separate sand filters are now proposed
4 Application has been revised
5 Detail has been revised
5 Pool deck will be concrete Yard inlets have been provided to accommodate
the runoff
Please review for approval and contact us with any questions, comments or if
you need additional information Thank you
Sincerely,
Tripp Engineering, P.C.
Jacqueline King
X dcb
Enc

1012
ST JOSEPHS PARTNERS, LLC
: CAPITAL BANK
PO BOX 17%6
6612131531
RALEIGH NC 27619 7566
a
n
Pay
*********************************Four hundred twenty do
ars and no cents
DATE
C EGK NO
AMOUNT
0
October
24, 2003 10
*******420 00 Q
PAY
NCDENR
TO THE
F ORDER
WILMINGTON, NC
f OF

OF WATER Michael F Easley, Governor
p William G Ross Jr Secretary
6 North Carolina Department of Environment and Natural kesources
.� Alan W Klimek P E ,Director
Division of Water Quality
Coleen H Sullins, Deputy Director
Division of Water Quality
FAX COVER SHEET
Date- December 4, 2003
To* Phil Tripp, P.E
Company: Tripp Engineering
FAX # [phone]
No of Pages. 1
From- Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number. SW8 nla
Project Name St Joseph's Residential
MESSAGE
Phil
Please add the required minimum surface area to the sand filter calculations and seal
the calculations
r
Please label the drainage areas They are delineated, but I don't know which one is No
1 and which is No 2
The 163' sand filter (pink DA) should probably become two separate filters, since each
is receiving runoff from a different area, and has it's own outlet orifice
I�
Please complete one column on the application for each proposed sand filter In this
case, there will be three sand filters, so three columns should be filled in
Please make it clear on the detail that the wood walk over the sand chamber must be a
solid top so that no runoff is allowed to directly enter the sand chamber All runoff must
sheetflow into the sediment chamber and flow over weirs into the sand chamber
What type of material comprises the pool deck behind the proposed buildings? If it is
anything other than wood decking, the runoff must be collected and treated It doesn't
appear to be coricrete, based on the legend Please label this material on the plans
RSSlarl SIWQSISTORMWATIADDINF0120031stloseph dec03
N C Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax
Customer Service
1 800 623-7748
1 70A

ST JOSEPHS PARTNERS. LLC
NCDENR
1012
DATE INVOICE NO DESCRIPTION
INVOICE AMOUNT
DEDUCTION
BALANCE
10-24-03 STORMWATER
420 0
420 00
DATE
10-24-03
NUMBER
1012
TOTALS
420 D
420 00

P 1
* * * COMMUNICATION RESULT REPORT ( DEC
r0
FILE MODE OPTION
-591 - - -MEMORY TX
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
---------------
97635631
4.2003 11 54AM ) *
TTI
RESULT
.------------------
NCDENR WIRO
PAGE
_ _ - -- 1-1
E-B) BUSY
E-4) NO FACSIMILE CONNECTION
4 WAS, Michael F. Easley, Governor
t� Q William G, Ross Jr, Secretary
y, North Carolina Department of Environment and Natural Nesouives
Alan W, Klimek P.E ,Direr or
DI isionof1lvaterQuality
Coleen H Sullins, Dety Director
Division of at r Quality
FAX COVER SHEET
Data: December 4, 2003
To: Phi! Tripp, P.E.
Company: Tripp Engineering
FAX #: [phone]
No. of pages: 'I
From; Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 nfa
Project Name: St. Joseph's Residential
MESSAGE:
Phil
Please add the required minimum surface area to the sand filter calculations and seal
the calculations
Please label the drainage areas They are delineated, but I don't know which one is No
1 and which is No 2.

TRIPP ENGINEERING P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
41 Phone [phone] - FAX [phone]
November 25, 2003
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: St. Joseph's Residential
New Hanover County, NC
TE 03070
Dear Linda
RECEIVED
DEC 10 2003
DWQ
PROJ #
Enclosed please find two (2) sets of plans, one (1) signed original and one (1)
copy of the application form with narrative, one (1) sand filter operation and maintenance
plan, two (2) sets of calculations and one check for the application fee
Please review for approval and contact us with any questions or comments
Thank you
Sincerely,
Tripp Engineering, P.C.
Jacqueline King
JK dcb
Enc
�+,�' 2003

November 26, 2003
Stormwater Narrative
St Joseph's Residential
Carolina Beach, NC
TE 03070
St Joseph's is an existing 3 99 acre site with some existing single family homes and
marina The existing homes are to be demolished for construction of a multi -unit
condominium/marina community The existing marina is also proposed for modifications
by others
The proposed condominiums will consist of 36,648 sf of buildings, 12,693 sf of concrete
sidewalks, patio areas etc , and 45,198 sf of asphalt parking A total impervious area of
94, 534 sf will be constructed Stormwater runoff will be treated by on -site sand filter
systems The sand filter systems dram clean runoff to the 49ape— Fear Yacht Basin,
classification SB C211ra Ana F>02C

Michael F Easley, Governor
William G Ross, Jr, Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek, P E , Director
Division of Water Quality
Coleen H Sullins, Deputy Director
Division of Water Quality
Wilmington Regional Office
October 22,
Mr Dick Hurst
St Josephs Partners LLC
PO Box 17566
Raleigh, NC 27619
Subject REQUEST FOR STORMWATER
MANAGEMENT PERMIT APPLICATION
St Josephs Partners LLC
Stormwater Project No
New Hanover County
Dear Mr Hurst
On October 9, 2003, the Wilmington Regional Office received a copy of a CAMA Major
Permit Application for St Josephs Partners LLC The North Carolina Administrative Code
requires any project that must receive either Sedimentation and Erosion Control Plan approval
and/or a CAMA Major permit to apply for and receive a Stormwater Management Permit by
the Division of Water Quality Any construction on the subject site, prior to receipt of the
required permit, will constitute a violation of 15A NCAC 2H 1000 and may result in appropriate
enforcement action by this Office
Either a Stormwater Permit Application Package including 2 sets of plans, completed
application farm, fee, and supporting documentation, or a written response regarding the status of
this pro ect and the expectedd submittal date must be received in this Office no later than
Novem r 22, 2003 Failure to respond to this request may result in the initiation of enforcement
action, and construction may experience a subsequent delay
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control
Plan approval letter must NOT be considered the Coastal Stormwater Management Permit, which
will be signed by the Water Quality Supervisor Please reference the Project Number above on
all correspondence. If you have any questions, please call me at (910)-395-3900
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl S IWQSISTORMWATISTORMSUB1891119 OCt03
cc Tony Roberts, New Hanover County Building Inspections
Laura Stasavich
Jason Dail
Linda Lewis
Central Files
N C Division of Water Quality 127 Cardinal Drive Ditension [phone] Customer 5er,
Wilmington Regional Office Wilmington N C 28405 [phone] Fax [phone]t\

9W Q Ac Q5;U
a
T! spa-a5,s-ooa�
s0 Amd
SPA s' �ld�
�, �`S �rcNee►
Jason Dail
NC Division of Coastal Management
127 North Cardinal Drive
Wilmington, NC 28405
7 October 2003
OCT 0 9 2003
OCT 0 8 2003
1 Awk M
9VdaM#&n, .M 28403
1U
RE CAMA Major permit application
Saint Joseph Street, Myrtle Grove Sound, Carolina Beach
Dear Jason
On behalf of Saint Joseph Partners, LLC, I am submitting a CAMA Major permit
application to re -develop property on Saint Joseph Street in Carolina Beach, NC The
applicant requests to replace and slightly re -configure an existing marina and to develop
three condominium buildings and associated features The adjacent landowner
notifications have been mailed, and proof of receipt will be provided once it is received
If I may be of assistance during your review of this application, please contact me at your
convenience
Sincerely,
X..atasavich
Environmental Scientist
cc Mr Dick Hurst, Saint Joseph Partners, LLC
Enclosures application forms and figures
s j
s<ti C •; ^
P"� f

CAMA Major Application
St. Joseph Street Partners LLC
St. Joseph Street, Town of Carolina Beach, New Hanover County
Site Overview: The proposed development is located on St Joseph Street in Carolina
Beach, NC The subject property consists of three ad acent 2arcels which cumulativel
total 3 77-acres The tracts front St Joseph Street and rear property fines a ut Myrtle
Grove Sound In this area, waters of Myrtle Grove Sound are classified by the NC
Division of Water Quality as SB This classification indicates the waters are not suitable
for the harvest of shellfish for human consumption No primary or secondary nursery
areas exist Local zoning for the property is MB-1 (marina business)
Tract one is currently maintained in a mowed condition with areas of dirt drive A
bulkhead exists along the shoreline, and an upland basin marina is located on the
property The manna contains twenty eight permanent slips and roughly five slips in the
form of temporary side -to dockage Two covered gazebos are located next to the marina,
and wooden decking runs between the gazebos and around the marina basin at the
bulkhead Tract two is currently developed as a single-family residence, although the
house has been abandoned and the yard is heavily overgrown The home, driveway,
sidewalk, pool, shed, and portions of a pier/dock remain on the property Tract two has
no shoreline stabilization Tract three is also developed as a single-family residence with
a grassed yard A home, driveway, several sheds, floating dock, mooring pilings, and
bulkhead currently exist on the property
Requested Development: The applicant requests to (1) replace docks within the existing
marina (2) replace the bulkhead around the marina basin (3) construct a pool and re-
located an existing pool (4) construct a building to contain marina restrooms and (5)
develop three condominium buildings with associated parking It is noted that the
existing pool is currently owned by the adjacent Inland Harbour condominiums An
agreement between the applicant and the Inland Harbour homeowners association will
allow the applicant to re -located Inland Harbour's existing pool onto property within tract
one and utilize the former pool area for marina parking
Proposed Marina Re -configuration: Docks within the current marina basin are in need
of repair, and the bulkhead around the basin is failing The applicant proposes to replace
these structures and slightly re -configure slips within the basin The footprint of the
marina will largely remain the same, and the number of slips will not increase All slips
and mooring structures will observe the established pierhead line
Along the northern wall of the basin, the proposed bulkhead will be aligned landward of
the existing bulkhead An area of excavation, approximately 500 sq ft in size would be
required and approximately 205 cy of material would be removed Along the -western j, ° q
basin wall, the proposed bulkhead would be aligned waterward of theextsting Bulkhead b ,
The backfill area would also be approximately 500 sq ft in size, and material excavated
a
Is A r, - n , Is� `

along the northern basin wall would be used for backfill No other excavation or
dredging is requested
Additional Permits: A Stormwater Management permit application will be submitted to
the NC Division of Water Quality for review concurrent with the CAMA application
Likewise, a sedimentation and erosion control plan will be sub -nutted to the NC Division
of Land Quality
5 up. wt
t
r

Farm DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a Applicant
Name St Josephs Partners LLC
_ ...c/o Mr Dick Hurst (agent)
Address P O Box 17566
City Raleigh State NC
Zip 27619 Day Phone [phone]
Fax [phone]
b Authorized Agent
Name Land Management Groun Inc
Address
P O Box 2522
City
Wiimin on State NC
Zip
28402 Day Phone [phone]
Fax
910-452-0060
c Project name (if any)
St Josephs Partners LLC
-WVT!E
Permit wiffbe issued to name of
fandowner(s), and/or project name.
2. LOCATION OF PROPOSED
PROJECT
a County New Hanover
b City, town, community or landmark
Carolina Beach
c Street address or secondary road number
St Jos2phs Street
d is proposed work within city limits or planning
jurisdiction? X Yes No
(Town of Carolina Beach)
Name of body of water nearest project (e g
river, creek, sound, bay)
Myrtle Grove Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a List all development activities you propose
(e g building a home, motel, marina, bulkhead,
pier, And excavation and/or filling activities
Applicant proposes to re -develop three
parcels Proposed work includes (1) replacement
and re-confiauration of structures within an
existing basin marina (2) relocate an existing
poo_l_and _create marina parking„lot (3) construct
three condominium buildings and associated
parking
b Is the proposed activity maintenance of an
existing project, new work, or both9
Both Proiect involves replacement of
structures in an existing marina and new
development of property which now is partially
developed
c Will the project be for public, private or
commercial usV-'� `Private y -
Revised 03/95 w l U, `' 4, t', a
0,AciTAL ' G Tir--h4tE:INT

Form DCM-MP-1
d Give a brief description of purpose, use,
methods of construction and daily operations of
proposed project If more space is needed, please
attach additional pages
Standard daily practices and good construction
techniques will be used Equipment to include,
dumptruck, pile driver, backhoe.
4. LAND AND WATER
CHARACTERISTICS
a Size of entire tract - three parcel total 3 77-ac
b Size of individual lot(s) NIA
c Approximate elevation of tract above MHW
or NWL Average elevation +5' MHW
d Soil type(s) and texture(s) of tract Soil is
mapped as "urban" on the county soil survey and
reflects that mapping indicator _ Soil on the tract
consists of moderatlev well drained sand with
historically mixed fill material, extending T to 5'
below ground surface until reaching natural soil
e Vegetation on tract Two of the oarcels
currently contain homes, with one lard
maintained as grass and one yard heavily
overgrown The third parcel is maintained in a
mowed condition with areas of dirt drive
f Man-made features now on tract Two
homes with storage sheds, driveways, sidewalks,
and remnants of old piers /docks _ An existin
condominium building, ashphalt parking lot,
pool, deckina, and basin marina
h How is the tract zoned by local government9
MB-1 marina business
Is the proposed project consistent with the
applicable zoning'? �X_ Yes No
(Attach zoning compliance certificate 'fapplhca 1e)
Has a professional archaeological assessment
been done for the tract? Yes X_No
If yes, by whom9
k Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes _X_ No
1 Are there wetlands on the site9 X_Yes No
Coastal (marsh) _X_ Other —X
Ifyes, has a delineation been conducted?_Yes___-
(Attach documentation, if available)
m Describe existing wastewater treatment
facilities Municipal sewer
n Describe location and type of discharges to
waters of the state (For example, surface runoff,
Sanitary wastewater, industrial/commercial
effluent, "wash down" and residential discharges )
No direct discharges are t)r000sed Stormwater
runoff to be handled through state -approved
stormwater management plan
o Describe existing drinking water supply source
Municipal system
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted
g What is the CAMA Land Use Plan land * A copy of the deed (with state application only)
classification of the site?(consuhthe locallanduseplan) or other instrument under which the applicant
Conservation Transitional claims title to the affected properties If the
Developed Community applicant is not claiming to be the owner of said
Rural _X_ Other property, then forward a copy of the deed or other
.instrument under which the owner claims title,
(municipal, not,ln,plaiintng) i'": ;i lus°written permission from the owner to carry
1aut'th6 pro�ec
Revised 03195

Form DCM-MP-1
* An accurate, dated work plat (including plan
view and cross -sectional drawings) drawn to scale
in black ink on an 8 %s" by 11" white paper (Refer
to Coastal Resources Commission Rule 7J 0203
for a detailed description )
Please note that original drawings are preferred
and only high quality copies will be accepted
Blue -line prints or other larger plats are acceptable
only if an adequate number of quality copies are
provided by applicant (Contact the U S Army
Corps of Engineers regarding that agency's use of
larger drawings ) A site or location map is a part
of plat requirements and it must be sufficiently
detailed to guide agency personnel unfamiliar with
the area to the site Include highway or secondary
road (SR) numbers, landmarks, and the like
* A Stormwater Certification, if one is necessary
* A NO 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 Upon signing
this form, the applicant further certifies that such
notice has been provided
(adjacent to the north), 101 Rouge Cove Drive
Name Larry & Sona_Powell
Address 8707 Shi watch Drive
Wilmington, NC 28412
(adjacent to the south), Lee's Lane
Name NC DOT c/o Mr/ Dan Cumbo
Address 300 Division Drive
Wil_min on, NC 28401
* A list of previous state or federal permits
issued for work on the project tract Include permit
numbers, permittee, and issuing dates
None known
* A check for S400 made payable to the
Department of Environment, Health, and Natural
Resources (DEHNR) to cover the costs of
processing the application
* A signed AEC hazard notice for projects in
oceanfront and inlet areas
* A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S.113A -1 to
10) If the project involves the expenditure of
public funds or use of public lands, attach a
statement documenting compliance with the North
Carolina Environmental Policy Act
b. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
1 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 conditions and restrictions contained in
the permit
I certify that to the best of my knowledge, the
proposed activity complies with the State of North
Carolina's approved Coastal Management Program
and will be conducted in a manner consistent with
such program
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 relaters 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
This is the 3 day of Ourogfll , W 260
Pnnt NameL��a, p cl .. �Z-c6K % 6f -eT
Signature
or
e 1S
�4 r 1L
r n—
Revised ON95 V-7 �11

Form DCM-MP-1
Please indicate attachments pertaining to your
proposed project
✓DCM MP-2 Excavation and Fill Information
✓DCM MP-3 Upland Development
✓bCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
r/DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in
the space provided at the bottom of each
form
1
311f� �3�i t L1..-
F
n "J ,
IT
Revised 03/95

Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
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
Describe belowthe purpose of proposed excavation
or fill activities All values to be given in feet.
Average Final
Existing Project
Length Width rlenth l')Pnth
Access channel
(MLW) or
NIA
(NWL)
Canal
NIA
&lu 577'JG)
.7'
-7'
oat
225'
110,
MSL
MSL
Basin
Boat
NIA
Ramp
4a,
k°tshf Cw
Rock
Groin
"�Aty4r,`i
ie 4 n }
Rock
Breakwater
Other (Excluding
shoreline
stabi liz-
!� "
t
J.
1. EXCAVATION
a Amount of material to be excavated from below
MHW or NWL in cubic yardsL None
b Type of material to be excavated NIA
c Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d Highground excavation in cubic yards
-- 205 cv
2. DISPOSAL OF EXCAVATED
MATERIAL
a Location of disposal area Backfill area
behind new bulkhead,alignment
b Dimensions of disposal area
500 sq ft
c Do you claim title to disposal area?
Yes X No
If no, attach a letter granting permission from
the owner (Not currently, as property is under
contract If CAMA permit issued, will hold deed
at time of proposed work )
d Will a disposal area be available for future
w-
~` i,maintenances X Yes No
'l Ityes;,where?_Available higharound area on site
.4 ,
Revised 03/95
i • J '311�

Form DCM-MP-2
e Does the disposal area include any coastal
wetlands (marsh), SAVs or other wetlands?
Yes X No
f Does the disposal include any area to the water?
X Yes No
3. SHORELINE STABILIZATION
a Type of shoreline stabilization
X Bulkhead Riprap
b Length sb010+
c Average distance waterward of MHW or NWL
2'
d Maximum distance waterward of MHW or
NWL
1'wrl! �acx +3h
l t&f 4A&04 J1t -AS Gu.r t
e Shoreline erosion during preceding 12 months
NIA
f Type of bulkhead or nprap material
wood, vinyl, concrete or steel
g Amount of fill in cubic yards to be placed
below water level
(1) Riprap NIA
(2) Bulkhead backfill 76 cy below MHW
h Type of fill material sand
i Source of fill material sand excavated from
highwound for bulkhead alignment
4. OTHER FILL ACTIVITIES
(Excluding Shoreline 5tabduatioo)
a Will fill material be
X Yes _
Revised 03/95
toy site?
i? � i
If yes,
(1) Amount of material to be placed in the
water None
(2) Dimensions of fill area NIA
(3) Purpose of fill _Upland site development
b Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands
Yes X No
If yes,
(1) Dimensions of fill area NIA
(2) Purpose of fill
5. - GENERAL
a How will excavated or fill material be kept on
site and erosion controlled?
Per measures outlined in a state-awroved
sedimentation and erosion control plan, which will
be obtained before construction Silt fenc►ng wilt
likely bq used or temporary,erosion control
Grassing and bulkhead to provided permanent'
erosion control ^
b What type of construction equipment will be
used (for example, dragline, backhoe, or hydraulic
dredge)?
Backhoe, dumntruck, dozers, graders,
_piling rig__
c Will wetlands be crossed in transporting
equipment to project site9 Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts
C-Aa --�-d C." *LTNti" r LLC
Applicant or Project Name
tore 17/'
"Dat

Form DCM-MP 3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA
Major Permit, For DCM-MP-1 Be sure to
complete all other sections of the Joint Application
that relate to this proposed project
a Type and number of buildings, facilities, units
or structures proposed Three condominium
buildings, with a total of 34 units Existing pool
house building to be re -located One building to
provide marina restrooms Two existing covered
gazebos currently located within the 30' Coastal
Shoreline AEC buffer will be removed
b Number of lots or parcels NIA
c Density (give the number of residential units
and the units per acre)
34 condominium units, 9 units/acre
d Size of area to be graded, filled or disturbed
including roads, ditches, etc
+/- 3 0 acres
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 If applicable, has a sedimentation and
erosion control plan been submitted to the Division
of Land Resources9 Yes No
If yes, date submitted A sedimentation and
erosion control plan will be submitted by the
protect erigmeer, with review to run, concurrent
with this CAMA permit application
f List the materials (such as marl, paver stone,
asphalt, or concrete ) to be used for paved surfaces
Asphalt for parking areas, concrete for
pool deck and dumpster pads
g Give the percentage of the tract within 75 feet
Rensed 03/95
of MHW or N WL, or within 575 feet in the case of
an Outstanding Resource Water, to be covered by
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking 22
h Projects that require a CAMA Major
Development Permit may also require a
Stormwater Certification Has a site development
plan been submitted to the Division of
Environmental Management for review?
yef� s, date submitted A stormwater manageme�i
plan will be submitted by the proiect engineer, with
review to run concurrent with this CAMA permit
application
t D irces be proposed method of sewage disposal
Municipal sewer
j Have the facilities described in Item 1 above
received state or local approvah N/A
(Attach appropriate documentation)
k Describe location and type of proposed
discharged to waters of the state (for example,
surface runoff, sanitary wastewater,
industrial/commercial. effluent, "wash down' and
residential discharges)
No direct discharges are proposed Stormwater
runoff to be handled through state -approved
stormwater management plan
1 Describe proposed drinking water supply source
(e g well, community, public system, etc }
T Municipal system
m Will water be impounded? Yes _X_No
If yes, how many acres9
n If the project is an oceanfront development,

Form DCM-MP 3
when was the lot(s) platted and
recorded? N/A
�--Pr �ZCJFO.1') Z 41--
App"! or Project me—
w.
I
Date �T
� If
Revised 03/95

Form DCM M P-4
STRUCTURES
(Construction witlun 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
which relate to this proposed project
a Dock(s) and/or Pier(s)
(1) _Commercial _Community X Private
(2) Number (2) floatmQ docks, (1) floating dock
(3) Length 217' and 68' respectively
(4) Width . _ . 8'. and 6' respectively
(5) Finger Piers X� Yes No
(1) Number 18
(u) Length (14) 25', (2) 34' 4", (1) 34', (1) 34'
(m) Width (14) 5'. (2) 6'. (1) 5', (1) 5'
(6) Platform(s) __._ Yes _X_ No
(i) Number NIA
(u) Length
(m) Width
(7) Number of slips proposed 32
(8) Proximity of structure to adjacent riparian
property lines >400' to northern limit
15' to southern limit
(9) Width of water body >300, structures to
remain largely within existing, marina footprint and
landward of established pierhead line
(10) Water depth at waterward end of pier at
MLW or NWL X= -6' MLW
Boathouse (including covered lifts) NIA
(1) Commercial Private
(2) Length
(3) Width _
Groin (e g wood, sheetpile, etc ) NIA
(1) Number
(2) Length(s)
d Breakwater (e or wood, sheetpile, etc ) NIA
(1) Length i
Revised 03195 G
PiAt
(2) Average distance from MHW NWL or
wetlands
(3) Maximum distance beyond HW, NWL,
or wetlands
Mooring buoys NIA
(1) Commercial _Community Pr
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor etc )
(4) Width of water body
(5) Distance buoy(s) to be placed
shoreline
f Mooring structure (boatlift, mooning pilings,
etc )
(1) __Commercial _Community X Private
(2) Number 16 tie pilings
(3) Length per contractor
(4) Width 6" or 8"
g Other (Give complete description)
SA-r+ul' "SaSW4 P-'Ory -Z L,LC
Applicant or Project Name
iz n a t �urme
Date

Form DCM MIP-6
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-I Be sure to
complete all other sections of the Joint Application
that relate to this proposed project
1. MARINA CHARACTERISTICS
a Check below the type of marina proposed
_Commerical Public X Residential
b Will the marina be open to the general public9
Yes X No
c If there is residential development associated
with the marina, how many units or lots are
planned and how many are currently developed9_
Yes residents of of the planned condominiums
will utilize existing marina Three condominium
buildings are planned, 34 total units Currently,.
slips in the marina are leased to the public
d Check all of the types of services to be
provided
Full service, including travel lift and/or rail
Dockage, fuel, and marine supplies
X Dockage ("wet slips") only
Number of slips 32
Dry storage
Number of boats
Boat ramp(s)
Other (describe)
e Check below the proposed type of siting
Land cut and access channel
Open water with dredging for basin and/or
channel
Open water, no dredging required
X Other (describe)___Existtng hi ound
basin
f Describe the typical boats to be served (for
example, open runabout, charter boats, sail boats,
mixed types) recreational runabout
g Typical boat length 30'
h Maximum boat length 40'
i Are any floating structures planned?
If so, describe only floating docks and fini;er
piers described in DCM-MP 4'
2. MARINA OPERATIONS
a Check each of the following sanitary facilities
that will be included in the proposed project
Office toilets
X Toilets for patrons
Number 2
Location SW corner of tract one
0 Showers
1 Boat holding tank pumpout
Type and location portable, placed on central
dock spine at entrance to marina
b Describe treatment type and disposal location
for all sanitary wastewater
per contractor haul -off
c Describe the disposal of solid waste, fish offal
and trash disposal
trash dumpsters in two locations on the property
d How will overboard discharge of sewage from
boats be controlled?
Signal-e posting "No overboard discharge",
marina policy
Revised 03/95
1 J c�
7
! y N

Form DCM MR6
e Give the location and number of "No Sewage
Discharge" signs proposed 1, at central dock
spine at entrance to dock system
f Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products
None
g Where will residue from vessel maintenance be
disposed of'?
NIA - No maintenance on site
h Give the number of channel markers and "No
Wake" signs proposed None
i Give the location of fuel -handling facilities, and
describe the safety measures planned to protect
area water quality None
j Describe design measures that promote boat
basin flushing or circulation and that reduce water
quality impacts
NIA- utilizini; existiniz marina basin with no
dredging requested
k What will be the marina policy on overnight and
live -board dockage9
No live -board or ovemi t allowed
l Is the proposed marina located near any shellfish
leases9 Yes X No
m If this project is an expansion of an existing
marina, what types of services are currently
provided9
Wet slips
n How many slips are now available9 28
Permanent -wet slips, aPRroximately 5 temporary
slips or tie -to dockage
o Is the marina proposed within a primary or
Revised 03/95
secondary nursery areas Yes X No
p Is the marina proposed within an area open to
shellfish harvesting Yes X No
q Give the location and number of "Pumpout
Available" signs proposed 1, at central dock
spine at entrance to dock system

ry-7
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Land Management Group, Inc.
Environmental Consultants USGS-MPOGRAPHIC
P O Box 2522 RAAD
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0 1000 2000 4000
SCALE 1" = 2000'
CAMA Major Permit Application
St. Josephs Partners, LLC
a "`"'""-"""' LoCatign. Myrtle Grove Sound, New Hanover
LMG # 02-03-288 G%
c 0rged fi1esWursAFlgures Date 9/29/2003 eet 1 Of I

?` � �, �■Y T k y � �
Ur = Urban
Le = Leon fine sand
Land Management Group, Inc.
Environmental Consultants
P O Box 2522
LMG # 02-03-288
C Oroject fileslHursftRgu►es
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w 0 500 1000 2000
`SCALE 1 " _ 1000'
CAMA Major Permit Application
NRCS Soil Survey St Josephs Partners, LLC
New Hanover County I . �_ �_ __ I I n
Location, Myrtle Grove Sound, New Hanover Co
Date 9/29/2003 Sheet ?. of 9

Land Management Group, Inc.
Environmental Consultants
P O Box 2522
Wilmnaton,NC=28402-
91b-452-0001
LMG # 02-03-288
C Wrolect #11e4Hurs(t9gures
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VICINITY MAP
NO 5CALE
CAMA Major Permit Application
VICINITY MAP I
St. Josephs Partners, LLC
Location, Myrtle Grove Sound, New Hanover Co
Date 9/29/2003 Sheet 3- of

Boor,
PAOF
1 2 0 1
1 5 6 3 ARDDA �D AND WAIP110
CA P. rUCR[A
IMnIC``NIIIAIA fir Ottoi e
1 II Co ND
PAY 3 4 74 PH IBZ
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STCTE OF
jORTH
RPa� Eildlf
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'`�
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lNebe Tax
Rrrordm.: 71mt Book and Nye
Tax Lot No Parcel identifier ♦o
%eri4ed by Count) on the da% at , 19
by
lisll after recording to Mr and Mrs, Mack Canady, Jr , P O Box 1469, Carolina Beach,
NC 28428
This instrument nos prepared by DAVID C BAREFOOT
Brief description for lbe lndex Tracts, M L Winner Prop
NORTH CAROLINA GI.M]RAT. 11r,11:RANTY
THIS DEED made this 3rd day of May 1'182 , h) Ind het%Lea
GRANTOR (I1tANTRE
ODELL A EVANS and wife, RUTH W EVANS
R _ 4'7
14ACK CANARY, JR. and wife,
MARCIA MAY CANARY
P. 0. Box 1469
Carolina Beach, NC 28428
Enter In sppreprfile block for each party name address and It approp„alt character or entity eg rorporaflon or partnership.
The designation Granter and Grantee as used herein shall Include said parties their heirs successors, and asstgtn, 'and
shall Include singular, plural, masculine feminine or neuter -is requtrLd bt context
WITNESS£TH, that the Crantor, for a talitible eunauderuttun paid b) the Grantee the receipt of %hick Is herebl
arkno%ledged, has and b) these presents does grant b trgnhi xcll and Lane) unto the Gruntoe in fee simple, all that
certaln lot or pnreel of land auuntul is the City of Carolina Beach Carolina Beach Tot,nIhip
New HanoVer Count) \urth Cnrh,ltna Ynd Moro lnutirulurli de-trubcd as fullous
See Exhibit "A" attached hereto
Z
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—\ i�nN �--I a,. �.. 1 lY7P ar�..nl, Ir7r r.-�• .-.se: W w , .� . � s �a

Bppt PACE
1201 1564
The property hereinabove descrlbed was acquired by Grantor by instrument recorded in
A map showing the above described property is recorded In Plat Doak page
TO HAVE AND TO HOLD the aforesaid tot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee is fee simple
And the Grantor emennnts Aith the Grantee that Grantor to seized of the promises in fee simple has the right to come)
the same In fee simple that title is m trkclable and free and clear of all encumbrtnres and that Grantor wilt %%Arrnnl and
defend the title against the lawful etnims of all persons whomsoever except for the exreptinna hereinafter stated
Title to the properls hereinabove described is subject to the following exceptions
tV wrrNess stierntor the er.nr.r has her•uM• set his hand and rut r it to.rautr has C..l.d Ibis Imm traens I. be Otate I. its
wry.aN name y I,,dnlr outh.tlaed efnrru and YIt seal to be M.... alfteed Is a Ih I iIt nu q H nlrr•trn lhr day and yea+ full
ICsrparau Namrl i $VANS
C __ i
^S. T.r.u..r (d/AL)
nr p ter 1 .Y• RUTH W EV S
-- Tn n
x
ATTcars MALI
w
arenlatY (C.rp.rale Sta1) V
{SCAL)
S NORVI CAROLINA New Hanover cal,nty p t f 4 7
1 a Nautr Palette of the County end aisle aforessld certify that CULL A. KYAN$ ;gad wkpp ee
"RUTH W _ EVANS Ouatal
ipertenally .prrered erlatt Int this day and hthaawlydred the ecerutlen of the loerrelnr InallumenL N([nrls my
�a�le
I hand and WWII rump .r seat, 161 day .1 May t
�y G, lgP/. \IY eamm4rion e.Pl1r PLa rY rubn[
V
NOATII CAaOLINA _ Ce.atY
1 a Vmaly rrblir of list County sad State .feseuld errtlly that _
prlsenally tame lariate me this day sad aseherlydied sisal It. Is _ setteurr of
_ • f..11h C1111Ina rorpaulua and Ilut by a"0101111 duly
Llsrn and Li the art .f the 1Hparatloa the fPleL•Inr IRnlum tnl was rlihtd In Col III— by 116
3:,.I4rnt staled with its e.rporst. seal and attested by as Its aterttalr
Ntiherl my land sad .IfIeW camp of /rat this 6.1 ed it
Sly romenlnlar.apha. NelaTy Tutor
Tat y.erlelnL Crrllnral0a1 of Linda oneycu 1 -a notary ptibliet
1t as. edlilled 1. be e.rrret This laµ.um.at sad this rrTlllliale are d.ly a•gl+turd at the date and Itm, and in the 11.e1 and Tarr shown on ter
I's$1 pay. hrreol -I — _
ter �CA P.,TUXERR,, nerlsreIt OF nscns FOR NEW HANOVER `COLNTY
,�l�rJ Irtlrirrdsstrlam xrrhur N 11r./1 i l
is
• § � 'i I
♦[ In 1. Ian\.. t Is s H a l 1. , n

900E PAGE
ExQX� 1201 1 5 g P
RH3 Warranty Deed from ODELL A, VVhN6 and wile, RuTH IVA118 to
MACK CANARY, JR and wife, MARCIA KAY CANARY
TRACT ON89 BEGINNING at an old stone marked "O.S,P located in the
eastern line of St. Joseph• Street (30.0 feet from its center line),
said oton0 being the northwestern corner of a tract of land belonging
to Cliff Smith, Jr., and said stone also being located 170 toot
8outhwardly as measured along the eastern line of said 8t. Joseph
Street from its intersection with the southern line of a 30 toot
street running between Tots 72 and 73 of the M L winner Property,
as shown on a Map thereof duly recorded in Map Bolk 3, at page 360
in the Office of the Register of Deeds of New Hanover County (said
Street now being known as Myrtle Street), and running thence North
2 degrees 00 minutes East along the eastern line of St Joseph
Street 60 0 feet to an old pipe, running thence South 88 degrees 00
minutes East 100.0 feet to a pipe, running thence North 2 degrees
00 minutes East parallel with St Joseph Street 30 0 feet to a pipe
that is located South 2 degrees 00 minutes West 80 feet from the
northeastern corner of Lot No. 72 of the aforesaxd M L. Winner
Property, running thence South 88 degrees 00 minutes East 213 feet,
more or less, to the high water mark of Myrtle Grove Sound; thence
continuing same course 358 67 feet to the western line of a tract
of land conveyed by the State Board of Education of the State of
North Carolina to Home Real Estate Loan & Insurance Company, by
deed recorded in Book 215, at Page 511, in the Office of the Register
of Deeds of New Hanover County, running thence South 11 degrees 50
minutes west with the western line of said tract of land so conveyed
by the State Board of Education of the State of North Carolina 91
feet, more or less, to a point that is located South 88 degrees 00
minutes East from the point of Beginning, running thence North 88
degrees 00 minutes West 370 feet, more or less, to the high water
mark of the western shore of Myrtle Grove Sound. running thence
North 88 degrees 00 minutes West 180.0 feet to an old pipe; thence
same course continued 100 0 feet to the point of Beginning; the
same being all of the property conveyed to the Grantors heroin by a
deed recorded in Book 803, at page 50, of the New Hanover County
!registry
TRACT TWO BEGINNING at the intersection of the eastern line of
t� Joseph Street (60 foot right of way) with the Southern line of
Myrtle Street (a 30 foot right of way), as streets are shown upon
the map of "M. L. Winner's property at Carolina Beach", recorded in
New Hanover County Registry, Map Book 3, at Page 36, (Myrtle street
being shown upon said map as an unnamed 30 foot street running
eastwardly from St. Joseph Street); said beginning point being 75
feet South of the northwestern corner of Lot 72 of said subdivision
as shown upon said map, running thence southwardly along the eastern
line of St Joseph Street 35 feet, thence eastwardly parallel with
Burris Street (formerly Myrtle Street) 100 feet, thence northwardly
parallel with St Joseph Street 35 feet to a point, thence westwardly
and parallel with the Southern line of Burris Street (formerly
Myrtle Street) to the beginning, the same being the southern 35
feet in width of a tract of land conveyed to the Grantors herein by
a deed recorded in Hook 1115, at Page 24, of the New Hanover County
Registry
s '-j

Q00
Prepared by. M)RCHISON, TAYLOR, KENDRrcx, GIBSON & DAVENPORT
16 North Fifth Avenue, Wilmington, NC 29401
NORTH CAROLINA NO REVENUE STAMPS
NEW HANOVER COUNTY SPE91AL_WARRANTY DE£�
THIS DEED, made this 16th day of September, 1992, by and
between Branch Banking and Trust Company, a North Carolina banking
corporation, herein, whether one or more, called GRANTORS, and Kona
Faye Black and Nona Faye C Black, whose mailing address is5553
Oleander Drive, Wilmington, North Carolina 29403, herein, whether
one or more, called GRANTEES.
W_I T1_E S ,S E T H _T H A T
000062 The GRANTORS, for and in consideration of the sum of Ten
Dollars ($10.00) and other valuable considerations to them in hand
paid by the GRANTEES, the receipt whereof is hereby acknowledged,
have bargained and sold, and by these presents do hereby bargain,
sell and convey unto GRANTEES, their heirs, successors and assigns
forever, all that certain real property located in New Hanover
County, North Carolina, described as follows.
All of that real estate described in Exhibit A attached
hereto and incorporated herein by reference
TO HAVE AND TO HOLD the above granted and described
property, together with all and singular, the rights, privileges,
easements, tenements and appurtenances thereunto belonging, or in
anywise appertaining unto the GRANTEES, their heirs, successors and
assigns, in fee simple, forever. .09
And the GRANTORS, for themselves, their heirs, executors
and administrators, do covenant to and with the GRANTEES, their
heirs, successors and assigns, that GRANTORS have done nothing to
impair such title to the property described herein as GRANTORS
received, and GRANTORS will warrant and defend title tq same
against the lawful claims of all persons claiming by, under or
through GRANTORS, their heirs, executors and administrators.
:EiU'ci=tsrq eaQhta Oufkf
BOOK PAGE :
1627 0 67 0
L
2602s8
RcJ -ER OF DEEDS
i ItIVVU CO NC
i
'92 OCT 28 pM 1 19
s s

IN TESTIMONY WHEREOF, the GRANTORS have hereunto eat
their hands and seals as of the day and year first above written.
Branch Banking and Trust Company
f.
(Corpo;, Real)
_ air�
,ee_ President
r
Cr L'e
Secr tart'
N0l CARftTRA
fy
fX�j/f�0_(� COUNTY
I, Notary pg�lir� of the
State and Count aforesa d, certify that /1(�,. [.��.
pars rtha
ally came before me this day and acknowledged t h�
c secretary of Branch Banking and Trust Company, a North
Carol na banking corporation with its principal office in
qf'/-t� County, and that by authority duly given and
as the act of the corporation, the foregoing instrument was signed
in its name by its preside 9� sealed with its corporate seal, and
attested by himsel� as it.Vecretary.
ITNESS my hand and offs ial seal this � day of
��"•Ly E , 1992. !
xz Notary Public
e %l4YL�ymkitsion expires: fo-`I 4yi
9 X
NORTH CAROLINA
NEW HANOVER COUNTY I
The foregoing certificate of M0,K n,L, ,
Notary Public, is certified to be correct.
This rPu �,�i
day of `'C I No , 1992.
REBECCA TUCKER CHRISTIAN
REGISTER OF DEE ISOF NEW HANOVER COUNTY
Y
Deputy
BOOK PAGE
1627 0 67 1

RTAIBIT A
BEGINNING at a point in the northern margin of Lea's
Lane, the said beginning point being South 88 degrees
33 minutes 52 seconds East 352 11 feet from the
intersecting point of the northern margin of Lea's Lane
and the eastern margin of St. Joseph Street, and runs
thence new lines with established CA A points and being
the constructed bulkhead line ?forth 02 degrees 07
minutes 31 seconds West 80.50 feet to a point, thence
Worth 82 degrees 43 minutes 41 seconds West 152 he feet
to a point, thence North 01 degrees 17 minutes 23
seconds East 92.0 feet to a point, thence South 88
degrees 42 minutes 37 seconds East 134 95 feet to a
Point, thence North 01 degrees 17 minutes 23 seconds
East 16 08 feet to a point, thence North 43 degrees 44
minutes 00 seconds West 29.49 feet to a point, thence
North 07 degrees 14 minutes 41 seconds West 161 01 feet
to a point, thence North 88 degrees 32 minutes 34
seconds West 39 32 feet to a point, thence North 1
degrees 27 minutes 26 seconds East 10.00 feet to a
point in the southern line of cliff Smith, Jr 's
property, thence vith the Smith line projected South 88
degrees 32 minutes 34 seconds East 229.04 feet to a
point in Myrtle Grove Sound in the calculated pierhead
line, thence vith the Calculated pierhead line South 10
degrees 50 minutes West 343 63 feet to a point, thence
continuing with the pierhead line South 15 degrees 54
minutes west 63.03 feet to a point in that line, also
the projected lorthern right, -of -way line of Lee's Lane,
thence•vith the said projected northern right-of-way
line of Lee'a Lane North 88 degrees 33 minutes 52
seconds hest 50 16 feet to the: point of beginning
containing 1.44 acres.
TOGETHER WITH and SUBJECT TO all of the rights,
easements, covenants and conditions of the Declaration
of Condominium recorded in Book 1266 at Page 695 in
the Office of the Register of Deeds of New Hanover
County.
BOOK PACE
1627 06?2
s
a

Prepared by: MURCHISON, TAYLOR, KENDRICK, GIBSON & DAVENPORT
16 North Fifth Avenue, Wilmington, KC 28401
NORTH CAROLINA
NEW f1ANOVER COUNTY R&MMY DEED
REvavE S uvs $ .50000
THIS DEED, made this 16th day of September, 1992, by and
between Branch Banking and Trust Company, a North Carolina banking
corporation, herein called GRANTOR, and Mona Faye Black and Mona
Faye C Black, whose mailing address is 5553 Oleander Drive,
Wilmington, North Carolina 28403, herein called GRANTEE.
QQQ�6� The GRANTOR, for and in consideration of the sum of Ten
Dollars ($10.00) and other valuable considerations to it in hand
paid by the GRANTEE, the receipt whereof is hereby acknowledged,
has bargained and sold, and by these presents does hereby bargain,
sell and convey unto GRANTEE, its successors and assigns forever,
all that certain real property located in New Hanover County, North
Carolina, described as follows:
All of that real property described in Exhibit A attached
hereto and incorporated herein by reference
To HAVE AND To HOLD the above granted and described
property, together with all and singular, the rights, privileges,
easements, tenements and appurtenances thereunto belonging, or in
anywise. appertaining unto the said GRANTEE, its successors and
assigns, in tee simple, forever. 00
And the GRANTOR, for itself, its successors and assigns,
does covenant to and with the said GRANTEE, its successors and
assigns, that it is seized in fee of the above granted and
described property; that it has good right to sell and convey the
same in fee simple; that the same is free and clear from any and
all restrictions, easements or encumbrances, except those mentioned
above, and that it will and its successors and assigns shall
warrant and defend the title to the same against the lawful claims
and demands of any and all persons whomsoever.
BOOK PAGE
1627, 0665
-< « Coo di,.
5 y
ZG020''e

IN TESTIMONY WHEREOF, the said GRANTOR has caused this
instrument to be executed the day and year first above written.
11C�1 t Branch Banking and Trust Company
V'ize, President
r .,..
NTZTIJ CAROLINA
couNTx
I r f a Not ry gubl the
State and Count aforesaid, certify that
Ps
came before me this day and acknowledged that a is
OY.i, secretary of Branch Banking and Trust Company, a Torth Carolina
banking corporation, with its principal office in V-,,rK, ,
and that by authority duly given and as the act of the corporation,
the foregoing instrument was signed in its name by its „president,
sealed with its corporate seal, and attested by himself as its
aj secretary. }}�C�QQ
r `;tom' '. 1T TNESS my hand and off ial seal this �day of
�� 0 • ,, , 1992.
Notary Public
t"i on expires- IG
NORT(i CAR¢LINA
LIiw 14.. ytk_/ COUNTY
The foregoing certificate of t'L. 'r_ kr ,
Notary Public, is certified to be correct.
This �_ day ofrl
F4VA r"- S* REGISTER F I3E S OF V11LJ v4'QOUNTY
1�
Deputy
AE9";;,A "vHniS;-AN
�p
�. _ER OF DEEDS F`
` VER CD N C
BOOK PACE '92 OCT 28 PA 1 99
1627 0666
"Cu "Amworm CO 10-26-9:
$520. 00
0 P114 � -
Real Estate
ExcEse Tax
VA
.�
1 w e
0

LYING AND BEING in Carolina Beach, New Hanover County, North
Carolina and being more particularly described as:
BEGINNING at an iron stake, the intersecting point of
the northern right-of-way margin of Lee's Lane (25 foot
right-of-way) and the eastern right -of -Way margin of
St. Joseph Street (60 foot right-of-way) and runs
thence with said eastern margin of St. Joseph Street
North 01 degrees 26 minutes 57 seconds East 400 24 feet
to a concrete monument, Cliff Smith, Jr 'e southwestern
corner, thence with the Smith line South 88 degrees 32
minutes 34 seconds East 255 04 feet to a concrete
monument, thence new lines following established CAMA
points and being the constructed bulkhead line South 1
degrees 27 minutes 26 seconds West 10 0 feet to a
point, thence South 88 degrees 32 minutes 34 seconds
East 39.32 feet to a point, thence South 07 degrees 14 ,...
minutes 41 seconds East 167 01 feet to a point, thence oq
South 43 degrees 44 minutes 00 seconds East 29 49 feet" a
to a point, thence South 01 degrees 17 minutes 23 70
seconds West 16.00 feet to a point, thence North 88
degrees 42 minutes 37 seconds West 134 95 feet to a
point, thence South 01 degrees 17 minutes 23 seconds
West 92.0 feet to a point, thence South 82 degrees 43
minutes 41 seconds East 152 06 feet to a point, thence., n
South 02 degrees 07 minutes 31 seconds East 80 50 feet" n
to a paint in the northern right-of-way margin of Lee'sz-4 m
Lane, thence with the northern right-of-way margin of
Lee's Lane North 28 degrees 33 minutes 52 seconds West
362.17 feet to the point of BEGINNING, contain+ng 2 70
acres.
TOGETHER WITH and SUBJECT TO all of the rights,
easements, covenants and conditions of the Declaration
of Condominium recorded in Book 1266 at Page 695 in
the Office of the Register of Deeds of New Hanover
County.
LESS AND EXCEPTING TRACTS A AND B AS DESCRIBED BELOW:.
BEGINNING at an iron stake, the intersecting point of
the northern right-of-way margin of Lee's Lane (25 foot
right-of-way) and the easternOlight-of-way margin of
St. Joseph Street (60 foot right -of -Tray) and runs
thence with said eastern margin of St Joseph Street
North 01 degrees 26 minutes 57 seconds East 91 65
feet; thence South 88 degrees 33 minutes 52 seconds
East 66.75 feet; thence South OL degrees 26 minutes 09
9
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7
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seconds West 50.00 feat; thence South 88 degrees 33
minutes 52 seconds East 11 0 foot; thence South 01
degrees 26 minutes 08 seconds west 9.33 feet; thence
South 88 degrees 33 minutes 52 seconds Fast 16.67
feet; thence North 01 degrees 26 minutes 08 seconds
East 9.33 feet; thence South 88 degrees 33 minutes 52
seconds East 78 70 feet; thence Korth 01 degrees 26
minutes 08 seconds East 56 56 feet; thence South 88
degrees 42 minutes 37 seconds East 27.23 feet; thence
South 82 degrees 43 minutes 41 seconds East 152 06
feet; thence South 02 degrees 07 minutes 31 seconds
East 80 50 feet; thence North 88 degrees 33 minutes 52
seconds 'lest 362.17 feet to the BEGINNING
All Of INLAND HARBOR CONDOHINIVHS, PEASE I, as shown
and described in Unit O►nership Book 6, Page 185, New o� m
Hanover County Registry O
N O
N
To find the point or place of BEGINNING, commence at o
that old concrete monument located at the intersection C" a
of the eastern margin of the sixty (60) foot right -of- a1
way of St. Joseph Street and the northern margin of the co ^'
twenty-five (25) foot right-of-way of Lee's Lane and
proceed North 01 degree 26 minutes 57 seconds East a
distance of 91 86 feet to a point, thence South 88
degrees 33 minutes 52 seconds East a distance of 66 75
feet to a poirt, thence South 01 degree 26 minutes 08
seconds West a distance of 50 0 feet to a point, thence
South 88 degrees 33 minutes 52 seconds East a distance
of 17.0 feet to a point, thence South 01 degree 26
minutes 08 seconds hest a distance of 9.33 feet to a
point, thence South 88 degrees 33 minutes 52 seconds
East a distance of 16 67 feet to a point, thence North
01 degree 26 minutes 08 secords East a distance of 9 33
feet to a point, thence South 88 degrees 33 minutes 52
seconds East a distance of 78 7 feet to a point and
thence North 01 degree 26 minutes o8 seconds East a
distance of 56.56 feet to the point or place of
BEGINNING; rune-rng thence North 01 degree 26 minutes 08
seconds East a distance of 34 84 feet to a point;
running thence North 88 degrees 35 minutes 09 seconds
West a distance of 63.72 feet to a point, running
thence North 01 degree 38 minutes 07 seconds East a
distance of 94.12 feet to a point; running thence South
88 degrees 31 minutes 44 sec&fts East a distance of
90 29 feet to a point, running thence South 01 degree
17 minutes 23 seconds West a distance of 26 52 feet to
a point; running thence South 88 degrees 36 minutes 47
seconds East a distance of 71.37 feet to a point;
running thence North 01 degree 25 minutes 40 seconds
East a d:stanca of 29 43 feet to a point; running

L1
thence South 88 degrees 52 minutes 10 seconds East a
distance of 41.34 feet to a point; running thence South
7 degrees 14 minutes 41 seconds East a distance of 5 52
feet to a point; running thence South 43 degrees 44
minutes 00 seconds East a distance of 29.49 feet to a
point; running thence South 01 degree 17 minutes 23
seconds West a distance of 16 08 feet to a point,
running thence North 88 degrees 42 minutes 37 seconds
Went a distance of 134.95 feet to a point; running
thence South 01 degree 17 minutes 23 seconds West a
distance of 92 0 feet to a point; running thence North
88 degrees 42 minutes 37 seconds west a distance of
27.23 feet to the point or place of Beginning,
containing 0.28 acres, more or less, as sham on that
Map of Survey for Inland Harbor Yacht Club dated
November 5, 1989 by Jack G Stocks, N C R L.S.
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1 f Prepared by Lineberry, White* Hearne & Bailantms, G L P
EW
FORISTRATION REGISTER OF DEEDO
KGT NOVER c"TYIA
J C Hearne, II N14
00
219-B Racine Drive 2t91 SPG 611t3-tilA9FFE = 2
Wilmington, NC 28403 $ i 4NT 1042967 ) tg
Return to J C Hearne, li
Excise Tax $1,I00 00 Parcel ID #RO8818-006-015-001 & R08818-D06-015-000
Brief description for the index
2 tracts of land on St. Joseph Street
NORTH CAROLINA GENERAL WAJMANTY DEED
THIS DEED, made this 24th day of September, 2001, by and between
GRANTOR
Elwin Stanfield and wife,
GRANTEE
Coastal Carolina Development
Anna Stanfield, formerly known as Corp.
Anna C. Smith and Anna Melton 909 North 3rd Street, Suite B
Smith I Wilmington, NC 28401
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.
THAT 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, North
Carolina and more particularly described as follows
See Exhibit "A" for legal descriptions
The property hereinabove described was acquired by Grantor by instrument recorded in Book
368 at Page 291 and Book 754 at Page 162.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
AND the Grantor covenants with the Grantee that Grantor is seized of the premises
in fee simple, has the right to convey the same in fee simple, that title is marketable and free
and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions,
1 Rights of way and easements of record, If any
2. Zoning and/or subdivision ordinances and regulations, if any

P
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if
corporate, has caused this instrument to be signed in its corporate name by its duly authorized
officers and its seal to be hereunto affixed by authority of its Board of Directors, the day and
year first above written
I
pr
*0TAgy :o
4 • it � RC
Imailsa
ShTE OF NORTH CAROLINA
COUNTY OF NeW Hamver
Elwin Stanffield
(Seal)
Anna Stangf eld, former own as Anna
C Smith and Anna Merton Smith
I, Joseph C. Hearne, II , a Notary Public of the
County and State aforesaid, certify that Elwin Stanifield and Anna Stanifield, Grantors
personally appeared before me this day and acknowledged the execution of the foregoing
instrument.
Witness my hand and official seal, this 24th day of September, 2001
My commission Expires C
6-22-02 Notary Public
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
The foregoing certificate of , Notary Public
is certified to be correct. This instrument and this certificate are duly registered at the date
and time and in the Book and Page shown on the first page hereof
This day of _ _ _ _ , 2001.
Register of Deeds
By: Assistant/Deputy
F
E
-

Exhibit "A"
Legal description from Book 368 at Page 291
Beginrung at a stake in the eastern edge of St Joseph Street, 300 feet north of
the C.A. Bache line, said point being also the northwest comer of Kure's lots, running
thence South 87 degrees 49 minutes east along Kure's northern line 300 feet, more
or less, to the low water mark of the sound, thence north 150 feet more or less, (actual
distance being about 180 feet) along said low water mark of the sound to the line of
M L. Winner, thence north '87 degrees 49 minutes west along the line of M L.
Winner and of W B McKoy 300 feet more or less to the eastern edge of St Joseph
St., thence south 2 degrees 1 I minutes west along the eastern edge of St. Joseph St.
150 feet more or less, (actual distance being about 180 feet) to the point of beginning
Legal description from Book 754 at Page 162
Beginning at a point in the western edge of Myrtle Grove Sound, said point
being the northeastern corner of the Cliff H. Smith, Jr. and wife's tract of land
described in Book 368 at Page 291, in the office of the Register of Deeds of New
Hanover County, and said beginning point also being the northwestern comer of a
tract of marsh land conveyed to Ivan George Sleeman and wife, Charlotte Sleeman,
by deed recorded in Book 751 at page 409, in the Office of the Register of Deeds of
New Hanover County; and from said beginning point running thence southwardly
with the western edge of said Myrtle Grove Sound and along the eastern edge of the
said Cliff H Smith, Jr, and wife's tract of land 180 feet to the southeastern comer of
the aforesaid Cliff H. Smith's, Jr., tract of land described in Book 386 at Page 291
(should be Book 368) of the New Hanover County Registry; running thence south
88 degrees 20 minutes east at right angles to St. Joseph Street (same being an
extension of Lake Park Boulevard) 385 feet, more or less, to the western line of a
tract of marsh land conveyed to Home Real Estate Loan & Insurance Company and
W F. Shaffner, by deed recorded in Book 215 at Page 511, in the office of the
Register of Deeds of New Hanover County; running thence north 11 degrees 30
minutes east with said western line 190 feet, more or Iess, to the northeastern corner
of the tract of marsh land conveyed to Ivan George Sleeman, and wife, Charlotte
Sleeman, by deed recorded in Book 751 at Page 409, as aforesaid, said point also
being the southeastern comer of a tract of marsh land conveyed by Eva C.
Applewhite, widow, to Odell A Evans and wife, Ruth W Evans, by deed recorded
in Book 754 at Page 1; running thence north 88 degrees 20 minutes west with said
Evans' southern line 370 feet, more or less, to the point of beginrung; the same being
the northerly 180 feet of that tract of marsh land conveyed by Eva C Applewhite to
Ivan George Sleeman and wife, Charlotte Sleeman, by deed recorded in Book 751 at
Page 409 of.the New Hanover County Registry

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Note Hydrographic survey provided by a'; 40
Michael Underwood, PLS $0 • A
Depths are relative to MSL,
NEW = -0 9 MSL
a,
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WATERWARD LIMIT Ir. ter: °rb • sr. ���.. -. ..F • .
MARSH GRASS �. 2S' AA rP `•- r, •
25,
y • Pp r r ¢'
RAMP T'o• r` �'o • �_-�. -PROPERTY
�+ • RENDVATED�� • ; CORNER
(to repla existing rar;p) : MARINA ro' f
CONSTRUCTED •' a°+ fe `. A ----REPLACEMENT BULKHEADi
.HEAD LINE �• ; �?P: c°.: r
i27 PAGE 0670 - P`�• ISTI NG
- �� • , •p� ���; BUL EA
F � �
16i 30' `a r� .``. r •
30' CAM_ r � � `• 40S, � I
BUFFER •
r r �° • i INLAND HARBOUR a
L ID
.,_ � BULKHEAD ON AREA
T COMM'
ULKHE�
PROPOSED EXCAVAliflN +/_ 205 cy XISTING CONDOMINIUMS, .
BULKHEAD PHASE 1
CONDO BOOK 6 W 13
I
_ -
PAGE 185
4, si3+ ff
�' c5y`13�•?� PROPOSE-
r ,
• ���'
BULKHEAD;
=" EXISTING,
'
�• '"` ` a� ems+ �_ ='r+` BULKHEAD PROP05ED RAMP + O
6'-WIDE WOODEN WALK ,
t _ N3 (to replace existing walk or and baron)
Ice) I z
9139 (/}
PROPOSED BAC_KFIL +1- 2M cy `" f
Proposed Marina Re -configuration
Replacement StWoAres for 32 proposed -slimes
(2) Floating docks 8' x 217'
(1) Floating dock 6' x 68'
(14) Finger piers 5' x 25'
(2) Finger piers 6' x 34' 4"
(1) Finger piers 5' x 34'
(1) Finger piers 5' x 30'
(3) Ramps 4' x 20'
YARD LIMIT
GRASS (16) Mooring pilings 6" or S" dia
Replacement Bulkhead = Approximately 500 lii of bulkhead
to replace existing bulkhead around basin. Bulkhead will be slightly
re-ahgned along northern and western sides of basin
Excavation and Backfill
High Ground Excavation = necessary where proposed bulkhead will be
aligned landward of existing bulkhead
Approx 500 sf excavation area (205 cy of sandy material)
Fill below MHW = necessary where proposed bulkhead will be
aligned waterward of existing bulkhead_ Fill would be placed
in existing upland basin. Approx 500 sf fill area (205 cy of sandy material)
Excavated high ground sand will provide fill material
Existing depths within basin range from -5' MLW to -8' MLW
No excavation is needed inside basin/proposed slips
` V,
0 20 40 80
SCALE 1 is
= 40'
Site plan provided by Synthesis CDA, Wrightsville Beach, NC
Environmental Consultar
P O Box 2522
Wilmington, NC 28402
rA - 910-452-0001
LMG # 02-03288
C Woject filesWursVtgures
_ CAMA Ma
lor Permit Ap I_�.icapon
Proposed _ T St -Josephs Partners,-LtC----
Manna Re -Configuration Apglicant St Joseph's Partners LLC
LQcatton. Myrtle Grove Sound, New Hanover
Date 10/6/2003 Sheet I of 9

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James G Mamn, Governor Bob Jamieson
W1lltam W Coney, Jr, Secretary July 18, 1990 Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
MEMORANDUM
To: Ed Brooks
r)<
From: Alexis Finn�� V V�
Through: Dave Adkins �1
Subject: Recommendation of Approval
Inland Harbor Marina
Stormwater Project No. 900606
CAMA Project No. 3-83
LAMA File No. 89063-5
New Hanover County
A review of the proposed revisions to the subject project
has determined that Best Management Practices (,BMP) are
being applied to management of stormwate'r runoff. The
stormwater runoff is proposed to be contained within two
infiltration basins and a grassed overflow parking area.
A signed Operation and Maintenance Plan has been provided
which designates a responsible party and their signature.
It is this Office's understanding that a direct discharge of
untreated stormwater from a portion of the site into the
classified SB waters of the Carolina Beach Yacht Basin was
previously approved by CAMA permit No. 3--83.
This Office recommends approval of the proposed Stormwater
Management Plan as a BMP.
cc: CT
2AIF
7225 Wnghtsville Avenue Wilmington N C 28403 3690 • Telephone [phone] • Fax 919 25(�8572

FRQM I ITEWQRKS
Design Group, PA
P O Box 3988
Wilmington, NC 28406-3988
[phone]
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WE ARE SENDING YOU < Attached
❑ Shop drawings
❑ Copy of letter
❑ Under separate cover via
❑ Prints
❑ Change order
❑ Plans
L IEUTER 07 MUSEOVUL
DATE
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JOB NO
890 63
ATTENTION
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the following Items
Cl Samples ❑ Specifications
COPIES
DESCRIPTION
M ra
cs
THESE ARE TRANSMITTED as checked below
g For approval
❑
Approved as submitted
❑ Resubmit copies for approval
❑ For your use
❑
Approved as noted
❑ Submit copies for distribution
❑ As requested
❑
Review and sign
❑ Return corrected prints
a
❑ For review and comment
❑
Returned for corrections
❑
❑ FOR BIDS DUE
19 _
❑ PRINTS RETURNED AFTER LOAN TO US
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OPERATIONS AND MAINTENANCE MANUAL
INLAND HARBOUR STORMWATER RETENTION SYSTEM
SYSTEM DESCRIPTION
The purpose of the stormwater retention system is to
retain stormwater runoff from site impervious surfaces and
provide for settling of pollutants and infiltration into the
groundwater table The combination of settling and
infiltration will reduce the amount of sediment and pollutants
entering Mvrtle Grove Sound
The system is composed of three infiltration basins. one
each to the northeast and south of the pool and one located
along the south property line The basins are grassed
depressions, two to three feet in depth. Stormwater runoff
rom roofs and parking areas will flow into the basins, slowly'
infiltrating into the bottom and sides of the grassed basin
Excess flow will sheet flow over the rim of the basin and flow
overland to the bulkhead
2 MAINTENANCE
Proper maintenance of the basins is necessary for
satisfactory operation of the basins Grass should be moved
periodically with clippings removed to prevent buildup of,mulch
on top of the soil Seed areas that erode or lose their stand
of grass, maintaining the proper gentle slope (5 1) of the
basins Trash and sediment washed into the pond should be
removed after each rainfall Any activity which causes the
build-up of organic material, fine sediment, or cementitious
materials (i.e. grass clippings, silty material, or concrete or
mortar waste) should be prohibited
The three stormwater catchbasins in the parking area along
the south property line require periodic inspection. Basins
should be inspected monthly and after each intense rain `storm.
Sediment and trash in the bottom of the basin should be removed
and disposed of in an approved manner.
� 1�lbL- U � It. Lbj
0EPA
1 '� /��&06

3 MAINTENANCE RESPONSIBILITY
The owners identified below agree to properly construct
and maintain the stormwater retention/infiltration system in
accordance with the approved site plan and this operation and
maintenance manual The stormwater system will have access for
inspection by state personnel
Agreed to this 18th day of July, 1990
FMS Development Group, Inc
P.0 Box 415
Carolina Beach, N C 28428
919/458-6545
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L6�9V��
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D E M
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2

JUL— l8—go WED f 1 '39 ?HELTEF HA'Eta PEHI_T 1
OPERATIONS AND MAINTENANCE MANUAL
INLAND HARBOUR STORMWATER RETENTION SYSTEM
x, SYSTEM DESCRIPTION
The purpose of the stormwater retention system is to
reta3.n stormwater runoff from site impervious surfaces and
provide for settling of pollutants and infiltration into the
groundwater table. The combination of settling and
infiltration will reduce the amount of sediment and pollutants
entering Myrtle Grove Sound
The system is composed of three infiltration basins, one
each to the northeast and south of the pool and one located
along the south property line The basins are grassed
depressions, two to three feet in depth. Stormwater runoff
from roofs and parking areas will flow into the basins, slowly
infiltrating into the bottom and sides of the grassed basin.
Excess flow will shoot flow over the rim of the basin and ilow
overland to the bulkhead'.
2. MAINTENANCE
1'rop®r maintenance of the basing is necessary for
satisfactory operation of the basins, Grass should be moved
periodically with clippings removed to prevent buildup of mulch
on top of the soil. Seed areas that erode or lose their wtand
of grass, maintaining the proper gentle slope (5:1) of the
basins, Trash and sediment trashed into the pond should be
removed after each rainfall. Any activity which causes the
build --up of orgaftic material, fine sediment, or cementitious
materials (i.e. grass clippings, silty material, or concrete or
mortar waste) should be prohibited.
The three stormwater catchbasine in the parking area along
the south property .line require periodic inspectign. Basins
should be inapeoted monthly and after each intense rain storm.
Sediment and trash in the bottom of the basin should be removed
and disposed of in an approved manner.
JUL 1 i7.:-
�-

--------------------- 0..
--------- FIAT Et4 FEP
zHELTEr
'J : _ 1 = J�" `MAINTENANCt RESPONSIBILITY
The owners identified below agree to properly construct
and maintain the stormwater retention/infiltration aystem in
accordance with the approved site plan and thin operation and
maintenatce manual The stoi'mwater system will have access for
iftspeotion by etate personnel..
Agreed to thin lath day of July. 1990
BY
�`MS Deve3.apment Graup, Inc
P.O. Box 415
Carolina Beach, N.C. 28428
919/458-6545
2
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TOTAL P.03

MEMOI
'
DATE (0.1 2'�F- ! CIO _
SUBJECT
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5TA
r North Carolina Department of Environment,
Health and Natural Resources

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Reponal Office
James G Martin, Governor liob Jamie4nn
William W Colxy, Jr, Secretary July 17, 1990 Repona€ Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
Mr. Larry Sneeden, Jr. P.E.
4006 Oleander Drive, Suite 3
Wilmington, North Carolina 28406-3988
Subject: Additional Information
Stormwater Project No. 900606
Inland Harbor
New Hanover County
Dear Mr. Sneeden:
The Wilmington Regional Office received a copy of the
revised plans for Inland Harbor on July 10, 1990. At this time
your submittal concerning Stormwater Management is not complete.
As I discussed with Ms. A.R. Phillips on Friday, July 13, 1990,
an Operation and Maintenance Plan is needed to complete the
stormwater review. The Operation and Maintenance Plan must
contain the name, address, telephone number, and signature of the
responsible party.
This information should be received by this office no later than
August 17, 1990 or your project will be returned as incomplete.
Please be reminded that construction of the subject project
may not commence prior to approval of the Stormwater
Management Plan. We will make every attempt to assist you.
If you have any questions, please call me at telephone
number [phone].
Sinc rely,
Alexis I. Finn
Environmental Engineer
AIF: 900606.JUL
cc: Bill Mills, 2AIF, CF
7225 Wnght-sville Avenue Wdmmn wn NC 284()3 1696 • Telephont 919256-4161 • Fax [phone]
A - - I -..._I n---., Alt.---- ------ A-_....- C...-I.

S
/ ITEWORKS
Design Group, PA.
July 10, 1990
Mr Ed Brooks
Division of Coastal Management
7225 Wrightsville Avenue
Wilmington, NC 28403
RE Inland Harbor
CAMA # 3-83
File 0 89063-5
Dear Ed
919/799-6808
Submitted for your review is one copy of the revised site
plan for the project By copy of this letter, one copy of the
site plan and required calculations are being submitted to D E M
for stormwater review We request a manor modification of the
CAMA permit to allow the revisions shown
The southernmost floating dock was constructed as shown on
the plan, and not in compliance with the approved permit We
request approval of the present location with the dock being
shortened 8 feet to fall within the pier head line
Roofs on the existing building and all future buildings will
be pitched instead of flat Stormwater runoff will be handled in
the revised system
The stormwater runoff plan will consist of overland flow
from all new impervious surfaces to one of three
infiltration/retention basins The basins, normally dry, are
designed to store and infiltrate the first inch of rainfall
Runoff from existing building A-1 and its parking area will not
be handled through these basins
Please contact me to set up a meeting with yourself and
Alexis Finn so that any remaining questions may be resolved
As per your discussion, FMS Development Group may start work
on the portions of the work valid under the existing permit
Sincerely,
SITEWORKS DESIGN GROUP,
C Lawrence Sneeden, Jr
cc Mel Slawik
P A p k C E u W
h
JUL I P, 1990
PE ©EM
'R01 #` �- M" -
4006 Oleander Dr, Suite 3 0 P 0 Box 3988 0 Wilmington, North Carolina 28406-3988

SITEWORKS DESIGN GROUP
P 0 Box 3988
WILMINGTON, NORTH CAROLINA 28406
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WILMINGTON, NORTH CAROLINA 28406
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PROOIlCY �1�Nt, Grotof�Yw putt Ta OrOrFMOF1E TO[1 FREE 1�04aS8310

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James G Martin, Governor Bob Jamieson
William W Cobey, Jr, Secretary Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
0
June 6, 1990
Mr. Lawrence Sneeden, Jr. P.E.
Siteworks Design Group
Post Office Box 3988
Wilmington, North Carolina 28406--3988
Subject: Additional Information
Pro]ect No. 900606
Inland Harbor, State Permit #3-83
Dear Mr. Sneeden:
A review of your LAMA application indicates that Stormwater
Management has not been addressed. The following information is
needed to begin a review of your project: f
_X_ For projects using density limits approach.
_X_ A site plan that clearly indicates all built -upon areas
(i.e., streets, driveways, walkways, building
footprints, etc.).
_X Computations showing the percent built upon areas, both
existing and planned.
_X_ A copy of deed restriction(s) and restrictive covenants
which include the State as a beneficiary.
_X_ The attached submittal form should be completed for
projects using the density limits approach.
Other
_X_ For projects involving an engineered Stormwater Management
System.
_X_ Plan and profile drawings of the collection and/or
disposal systems.
Continued
7225 Wnghtsvllle Avenue Wilmington N C 28403 36% • Telcphonc 919 256-4161 • Fax 919 25(,8572
A.. I „-I /1.,.,.,­ —, AfL.....,.. A.-...... f w...L......

Page 2
_X Computations or other criteria used to support design of
the system.
X Volume of runoff.
X Volume of containment/disposal system.
_X_ Dewatering time of containment/disposal system.
_X_ Length of vegetative filter strip needed.
Other
_X_ Supporting data concerning the hydrogeology of the site:
_X_ Seasonal high water table. T
Infiltration capacity - saturated hydraulic
conductivity.
_X_ Determination of the Transmissivity and Specific Yield
Other
_X_ Drainage pattern(s) for design storm event, and drainage
pattern(s) for runoff in excess of design storm event.
_X_ A complete stormwater maintenance manual including
responsible party, quantitative and qualitative criteria
which would indicate when corrective maintenance is
required, and a periodic maintenance table as needed.
_X_ A proposed monitoring program for the system.
_X— Property or developer's name and address or letter of
authorization as agent of the owner
Other
This information should be received by this office no later
than July 6, 1990 or your project will be returned as incomplete.
Please be reminded that construction of the sub3ect project
may not commence prior to approval of the Stormwater Management
Plan. We will make every attempt to assist you. If you have any
questions, please call me at telephone number [phone].
Sincerely,
{
Alexis I. Finn
Environmental Engineer
AIF:900606.AIF
cc: Ed Brooks
Bill Mills
WiRO, CF, 2AIF

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
James G Martin, Govemor George T Everett
William W Cobey, Jr, Secretary Director
April 16, 1990
Mr. C. Lawrence Sneeden, Jr. P.E.
Siteworks Design Group
Post Office Box 3988
Wilmington, North Carolina 28406-3988
Re: Inland Harbor, State Permit #3-83
Dear Mr. Sneeden:
This letter is with reference to your letter, received April 9, 1990
regarding the transfer, renewal and modification of the above
referenced permit. As a results of our site visit last year, you
submitted a survey of the existing project structures. The following
items are noted to be inconsistent with the original plats and permit
conditions:
1. The location and orientation of marina docks are not as
permitted (note: non -permitted excavation of coastal
wetlands). Docks and mooring pilings exceed the established
pier head alignment.
2. File notes reference the applicants original intent to route
parking lot run-off to a "landscaped and grassed" swell.
This swell has been excavated and 30" culvert installed
creating a direct discharge into the marina basin. Drainage
from the southern parking area also creates a direct
discharge into estuarine waters Both are inconsistent with
condition #9 of the existing permit. Information requested
as to the origin and wastewater type of additional discharge
pipes located in the southwest corner of the marina basin has
to date, not been provided
3. Other minor inconsistences with the original permitted plat
exist, with respect to exact location of swimming pool,
gazebo, and building footprint.
Subsequent meetings with Mr. John Klein, on March 27 and 29, 1990,
resulted in a review of these inconsistences and discussion of
potential alternatives for the existing rooftop storage and methods to
address stormwater generated from parking areas, however no formal list
of comprehensive requirements to bring this project into permit
compliance was generated. Mr. Klein was to confer with his clients and
submit a proposal for permit modification consideration.
7125 Wrightsville Avenue • Wilmington, North Carolina 28403 • Telephone (919) Z56-4161
An Equal Opportunity AFArmanve Acnon Employer

-s
Mr. C. Lawrence Sneeden, Jr.,P.E.
April 16, 1990
Page two
With regard to the four items listed in your April 9, 1990 letter, the
following information is provided outlining the correct procedure for
permit transfer, extension, and modification.
1. Request for permit transfer shall be processed according to
NCAC T15A:07J.0406:
(d) A permit may be transferred to a new party at
the discretion of the Director of the Division
of Coastal Management upon finding each of the
following:
(1) a written request from the new owner or
developer of the involved properties;
(2) a deed, a sale, lease, or option to the
proposed new party as having the sole
legal right to develop the project;
(3) that the applicant transferee will use the
permit for the purposes for which it was
issued;
(4) no substantial change in conditions,
circumstances, or facts affecting the
project;
(5) no substantial change or modification of
the project as proposed in the original
application.
Request for permit extension shall be processed according to
NCAC T15A:07J.0404.
.0404 Development Period Extension
(a) The Department, in the case of a major
development and/or dredge and fill permit, or
the local permit officer, in the case of a
minor development permit, may extend the
authorized development period for a period not
to exceed one year for initial development or
ten years for maintenance and repairs upon
receipt of a signed and dated request from the
applicant containing the following:
(1) a statement of the intention of the
applicant to complete the work within a
reasonable time;
(2) a statement of the reasons why the project
will not be completed before the
expiration of the original permit; and
( 3 ) a statement that there has been no change
of plans since the issuance of the
original permit.

Mr. C. Lawrence Sneeden, Jr. P.E.
April 16, 1990
Page three
(b) The Department may circulate manor development
and dredge and fill extension requests to the
commenting state agencies along with a copy of
the original permit application. Commenting
agencies will be given three weeks in which to
comment on the extension request. Upon the
expiration of the commenting period the
Department will notify the applicant promptly
of its actions on the extension request. An
extension request may be denied upon making
findings as required in G.S. 113A-120 and/or
G.S. 113-229(e). Changes in circumstances
and/or in development standards will be
considered by the Department in making a
decision on an extension request.
(c) A minor development extension request may be
denied on making findings as required in G.S.
113A-120. Changes in circumstances and/or in
development standards will be considered by the
local permit officer in making a decision on an
extension request.
(d) The applicant for a manor development extension
request must submit, with the request, a check
or money order payable to the Department in the
sum of twenty --five dollars ($25.00).
2. Request for permit modification shall be processed
according to NCAC T15A.0405(a):
.0405 Permit Modification
(a) An applicant may modify his permitted manor
development and/or dredge and fill pro3ect only
after approval by the Department. In order to
modify a permitted pro3ect the applicant must
make a written request to the Department
showing in detail the proposed modifications.
Minor modifications may be shown on the
existing approved application and plat.
Modification requests which, in the opinion of
the Department, are major will require a new
application. Modification requests are subject
to the same processing procedure applicable to
original permit applications. A permit need
not be circulated to all agencies commenting on
the original application if the Commission
determines that the modification is so minor
that circulation would serve no purpose.

Mr. C. Lawrence Sneeden, Jr. P.E.
April 16, 1990
Page four
The proposed direct discharge of additional stormwater from parking
areas and roof drainage, appears inconsistent with the existing permit
and poses potential negative impacts on the marine resources
Modifications of this nature are considered ma3or, and may necessitate
the submiss_on of a new pro]ect application for agency circulation and
review
(3) Q-.estions concerning requirements for stormwater control
should be addressed to Alexis Finn, North Carolina Division
o= Environmental Management, 7225 Wrightsville Avenue,
W_lmington, North Carolina 28403, 919-256-4161.
(4) Proposed alternative methods to replace rooftop storage shall
be consistent with NCAC T15A: 7H.0209(e)(2):
All development projects, proposals, and designs
wall limit the construction of impervious surfaces
and areas not allowing natural drainage to only so
much as is necessary to adequately service the maDor
pi.rpose or use for which the lot is to be developed.
I --pervious surfaces shall not exceed 30 percent of
tl,e AEC area of the lot, unless the applicant can
effectively demonstrate, through innovative design,
that the protection provided by the design would be
ec-ual to or exceed the protection by the 30 percent
limitation. Redevelopment of areas exceeding the 30
percent impervious surface limitation can be
permitted if impervious areas are not increased and
the applicant designs the pro3ect to comply with the
irtent of the rule to the maximum extent practical.
If you have questions, or if I can provide further information or
assistance, please advise.
S Merely, J
E. F. Brooks
Coastal Field Representative
EFB/tlh
cc: Jim Herstine, DCM
Alexis Finn, WQ
John Klein

r
f
.a.
1
5tormwater Project 900606
File #fame..
INF606
Reviewer:Alexis
Finn
Project
Name; .NILAND HARBOR YATCH
CLUB
Date:
07/12/90
1t**9t** $9*t $$'1AFILTRATION
BASIN ANAIYSISMIMMMIMM
Basin Bottom Elevation, ELbb:
ELbb=
5
ft
It
Area of
Basin Bottom, Abb:
Abb-
174
ft 2
If
Storage
Pond Elevation, Etsp:
ELsp-
6.5
ft
If
Area of
Storage Pond, Asp;
Asp=
1800
ft"2
I1
Storage
Volume Provided, VOLpro,
Side
Slope:
3:1
fill
Volume 1, V1= Abb d =
774
ft 2
is
115
ft =
Vim
1161
ft'3
Volume 2, V2= (Asp - Abb)
d t 0.5 m
V2=
769.5
ft"3
VOLpro = V1 + V2 =
1161
ft'3
+
1.5
ft'3
VOLpro=
1141.5
ft'3
Basin Bottom Elevation, ELbb:
ELbbm
6
ft
11
Area of
Basin Bottom, Abb-
Abbm
980
ft'2
11
Storage
Pond Elevation, ELsp;
ELsp=
7,5
ft
11
Area of
Storage Pond, Asp'
Asp-
1650
ft"2
It
Storage
Volume Provided, VOLpro:
Side
Slope:
3:1
Ilil
Volume 1, V1- Abb d =
980
ft'2
$
1.5
ft
V1=
1470
ft"3
Volume 2, V2= (Asp - Abb)
d 0.5 =
V2=
502 5
ft"3
VOLpro = V1 + V2 =
1470
ft"3
+
1 5
ft"3
VOLpro;
2205
ft'3
Basin Bottom Elevation, ELbb;
ELbb=
6 5
ft
If
Area of
Basin Bottom, Abb:
Abb-
451
ft'2
11
Storage
Pond Elevation, ELsp:
ELsp-
B 8
ft
I
Area of
Storage Pond, Asp,
Asp=
3540
ft"2
If
Storage
Volume Provided, VOLpro:
Side
slope:
3:1
fill
Volume 1, V1= Abb $ d =
453
ft"2
2.3
ft m
V1m
1041.9
cf
Volume 2, V2= (Asp - Abb) !
d 0 5 =
V2=
3558,05
cf
VOLpro m V1 + V2 m
1041.9
ft"3
+
2.3
ft"3
VOLpro:
2396,31
cf
TOTAL
VOLUME PROVIDED:
6342.87
CF

Stormwater Project; 900606 File Name; INF606 Reviewer;Alexis Finn
Proj:ct Name' :XWLAND HARBOR PATCH CLUB Date; 07/12/90
#############i####INFILTRATION BASIN ANALYSIS####################
CONTINUED
SUMNATION OF INPERVIOVS SURFACE AREA, SF
PARKING SIDEWALKS ROOFTOPS
14800
1560
450
7425
675
312.5
6400
650
3000
1&00
400
612,5
5200
725
6916
4600
800
5969
2250
675
504D
1820
1750
2000
1976
1260
200
280
44295
7235
24300 'TOTAL
Impervious Surface Area, SA:
[SA (acre)] / [43560 ft"2/acre]=
Minimum Required Storage Volume, VOtreq;
SITE CHARACTERISTICS
AREA C C # sf
sf
Rooftops 24300 0.99 23814
Sidewalks 7235 0.95 6873.25
Parking 44295 0 9 39865.5
------------------
TOTAL DA= 15630
CORRECTED OA ----------> 70552 75
SA- 31535 sf
SA: 0.723943 Acres
[(C # sf) # (1.0 inch of runoff) # (1 ft/12 inch)]:
[ 10552,75 ft"2 # 1.0 inch # 0 125 ft/inch]= VOLreq= 5879,395 ft"3
Note.
VOLreq < VOLpro excess storage is available, therefore Basin Size is Acceptable <--------
% Excess Storage = 1 - (VOLreq / VOLpro) # 100 => S Excess Storage = 7.311<-------

--s- ►--ReGvi �E s
s,cc-- U-)A,
- sue-'K +3 5 I 5__L.5
k-z x so 130 X S
114 5 k 5
sks u -10
I)c 1�0 s 3 5 x '5
35-x 5"Z 2OX 35�-`(zoX35
F )
RcoV= i-0 pn t-A J JA—, LI�.3S GL CL
. o s ( 25��_ Cyg x z.0)
L4
it z
T -A.2 4
45 x 112- -- - -- - - -- ----- Sot l._C 2 c rsrtics —
II

4
f
i�

Stormwater Pro3ect, 900606 File New. IAF606 Reviewer:Alexis Finn
Project Name: ISLAND HARBOR PATCH CLUB Date, 07/12/90
MMMMMMMM I MMM#**INFILTRATION BASIN ANALYSISMMMMMMMtMMMMMMMMMMMM
Basin Bottom Elevation, ELbb
Area of Basin Bottom, Abb.
Storage Pand Elevation, ELsp:
Area of Storage Pond, Asp:
Storage
Volume Provided,
VOLpro:
Side Slope:
Volume 1, V1-
Abb M d =
774
ft'2 M
Volume 2, V2=
(Asp - Abb) M d M
0.5 =
VOLpro = VI
+ V2
1161
ft'3 +
Basin Bottom Elevation,
ELbb;
Area of
Basin Bottom,
Abb:
Storage
Pond Elevation,
ELsp:
Area of
Storage Pond,
Asp:
Storage
Volume Provided,
VOLpro:
Side (lope.
Volume 1, V1=
Abb M d =
980
ft'2 M
Volume 2, V2=
(Asp - Abb) M d M
0,S -
VOLpro = V1
+ V2 =
1470
ft'3 +
Basin Bottom Elevation, ELbb
Area of Basin Bottom, Abb.
Storage Pond Elevation, ELsp
Area of Storage Pond, Asp:
Storage Volume Provided, VOLpro, Side Slope:
Volume 1, V1= Abb M d = 453 ft"2 M
Volume 2, V2= (Asp Abb) M d t 0.5 =
VOLpro = V1 + V2 1041.9 ft'3 +
ELbb=
5
ft
If
Abb=
774
ft'2
It
ELsp:
6.5
ft
#1
Asp=
1800
W 2
1#
3.1 lilt
1.5 ft
V1=
1161
ft'3
V2=
769.5
€t"3
1.5 ft"3
VOLpro=
1741.5
ft'3
ELbb=
6
ft
11
Abb:
980
ft'2
11
ELsp=
7 5
ft
It
3:1 1111
Asp=
1650
ft'2
11
1.5 ft
V1=
1 h 7 a
ft'3
V2=
$02.5
ft"3
1.5 ft'3
VOLpro:
2205
ft'3
ELbb=
6.5
ft
11
Abb;
453
€t"2
if
ELsp--
8,8
ft
11
Asp:
3540
ft'2
11
3:1 ####
2.3 ft V1= 1041 9 cf
V2- 3550.05 c€
2.3 ft"3 VOLpro= 2396.37 cf
-------------- ----------------------------
TOTAL VOLUME PROVIDED' 6342 87 EF

Stormwater Project: 900606 File Name' INF606 6eviewer,Alexis Finn
Project game' ISLAND HARBOR PATCH CLUB Date: 01/12/90
MMMMMMMMMMMMMkkMMMINFILTRATION BASIN ANALYSISMMMMkMMMkMMMMMkMMMMM
CONTINUED
SUMMATION OF INPERVIOIS SURFACE AREA, SF
PARKING SIDEWALKS ROOFTOPS
14800
1560
450
7425
675
312.5
6400
650
3000
1800
400
612.5
5200
725
6916
4600
800
5969
2250
675
5040
1820
1150
2D00
1976
1260
200
280
44295 7235 24300 TOTAL
Impervious Surface Area, SA'
[$A (acre)] / [43S60 ft"2faere}=
Minimum Required Storage Volume, VOLreq:
SITE CHARACTERISTICS
AREA C C M sf
sf
MMMMMM#kkMkMMkkMkkMkkkMkkMMMMMMMM
Rooftops 24300 0 98 23814
Sidewalks 7235 0.95 6813.25
Parking 44295 0.9 39865.5
TOTAL DA: 75830
CORRECTED DA ----------> 70552.75
SA= 31535 sf
SA= 0 723943 Acres
((C M sf) k (1.0 inch of runoff) k (1 ft/12 inch)]-
j 70552.75 ft-2 M 1 0 inch M 0.125 ft/tnch]= VOLreq= 5el9,395 ft-3
Note'
VOLreq < VOLpro excess storage is available, therefore Basin size is Acceptable <--------
S Excess storage - 1 - (VOLreq f VOLpro) M 100 0 % Excess Storage = ? X %<--------

STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
WIRO Regional Office
FILE ACCESS RECORD ! `
SECTION SWP DATE/TIME /�
NAME �7`r��/i7 Aa Ael� D REPRESENTING S EL 7"—
lo Z Z— o7� /--
Guidelines for Access. The staff of the Regional Office is dedicated to making public records in
our custody readily available to the public for review and copying We also have the responsibility
to the public to safeguard these records and to carry out our day-to-day program obligations
Please read carefully the following before signing the form
1 Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment for file review so you can be accommodated
Appointments are scheduled between 9 00 a m_ and 3 00 p m Viewing time ends at 4 45
Anyone arriving without an appointment may view the files to the extent that time and
staff supervision are available
2 You must specify files you want to review by facility name or incident number, as
appropriate The number of files that you may review at one appointment will be limited to
five
3 You may make copies of a file when the copier is not in use by the staff and if time permits
There is no charge for 25 or less copies , cost per copy after the initial 25 is 2 5 per copy
Payment is to be made by check, money order, or cash in the administrative offices
4 Files must be kept in the order you received them Files may not be taken from the office
No briefcases, large totes etc are permitted in the file review area To remove, alter,
deface, mutilate, or destroy material in public files is a misdemeanor for which you can be
fined up to $500 00
5 In accordance with GS 25-3-512, a $25 00 processing fee will be charged and collected for
checks on which payment has been refused
6 The customer must present a photo ID, sign -in, and receive a visitor sticker prior to
reviewing files
FACILITY NAME COUNTY
2
3
4
5
Signature/Name of Firm or Business Date Time In Time Out
(Please attach business card to form if available)
# Copes Amt Pd

i
State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
Dr and Mrs Paul Black
5553 Oleander Drive
Wilmington, NC 28403
Dear Dr and Mrs. Black
A4 40 Op.
NCDENR
NORTH CAROLlNA DEPARTMENT OF
ENVIRONMENTAN17 NAuRAL RESOURCES
July 22, 1998
Subject: EXEMPTION
Stormwater Project No SW8 980725
New Hanover County
Inland Harbour Manma
The Wilinington Regional Office received a copy of the CAMA Major Permit Application for addition
to inland Harbour Marina on July 20, 1998 Staff review of the plans and specifications has determined that
the development activities proposed will not pose a threat to surface water quality from stormwater runoff
The Director has determ=d that protects that are reviewed and approved by the Division 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
Please beep in mind that tins determination does not relieve you of your legal responslbzhty to obtain
other permits which may be required by the Division of Water Quality, the Division of Land Resources,
Coastal Areas Management Act, Federal, State, or Local Governments. In addition, any future modifications
to the project will require additional review from this Office to assure that stormwater impacts are not an issue
If you have any questions or need additional information concerning this matter please contact Ms
Lida Lewis at [phone]
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSSlarl S:1WQSISTORMWA7%CAMA1980725 Jul
cc Ed Brooks, DCM
Tony Roberts, Now Hanover County Inspwttons
John Parker, DCM
Draw Noyes
Wtntngton Regional Office
CantW Files
W,
127 Cardinal Dr Ext., Wilmington, North Carolina 29405 Telephone [phone] FAX 91"50-2004
An Equal Opporhu ty Afdrnm&e Action Employer 50% recyakd/10% pad-conanner paper

Form DCM-MP-1
1. APPLICANT
a Landowner
Cw
S�vESrio�z.� E C E I V E�
APPLICATI JUL2 sa
(To be completed by all applicants)
Name P
Address
City 1>f/dL, State
Zip ;_*U Day Phone 797— 0067
Fax
b Authorized Agent
Name
Address T O A s' A rh I ct
City1 _' C &'41rL
Zip � + r
�;
Fax 22IP
X MAID
c Project name (if any)
NOTE Permit well be issued in name of landow+ner(s), mid/or
project name
2. LOCATION OF PROPOSED
PROJECT
a County IV_ _,�Z
DIVISION Or
COASTAL MANAGEMENT
b City, town, community or landmark
oL, �A �Aa
c Street address or iidary road umber
--
d Is proposed work within city linuts or planning
jurisdiction? V Yes No
e Name of body of water nearest prole (e g river,
creek, sound, bay) tl..� 1UIlIl��..
--ro Mv0 LC_1 Fy_iL-- M ts7-i Q
AT C_b!�w &Z. eie� Cli
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a List all development activities you propose (e g
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities
r
Q
e4ck s ct^ V_ G44-a
b Is the proposed activity maintenance of an existing
project, new work, or both? r EN2:724
Will the project be for public, private or commercial
use9
d Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project If more space is needed, please attach
additional pages
Revised 03/95

77 1
Form DCM- �p I ^U ILI
-1 u'
4. LAND G3 E Ni E,
CHARACTERISTICS
a Size of entire tract 1 , 80 A,:f-. —
b Size of individual lot(s)
Approximate el vation of tract above or
NWL
N
Soil type(s) and texture(s) of tract
Ll ►_ 0 R
e Vegetation on tract l.�oOF
f Man-made features now on tract r
g What is the CAMA Land Use Plan land
classification of the site" (Consult the loml land use plan
✓ Conservation Transitional
L----Developed Community
Rural Other
h How is the tract zoned by local government?
i Is the proposed project consistent with the applicable
zoning'? M��Yes No
(Attach zo ung caonpLmhce cernfecnie, if applimble)
Has a professional
done for the tract?
If yes, by whom?.
archaeological assessment been
Yes _ No
k Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes ✓` No
Are there wetland�on the sites Yes ZNO
Coastal (marsh) 1mV, ( Other
If yes, has a delineation been conducted9
(Attach doaanenmon, rf Mailable)
m Describe existing wastewater treatment facilities
C4E•7��TE� -50 �-A OU i G A L.
qS
n Describe location and type of discharges to waters
of the state (For example, surface runoff, sarutary
wastewater, industrial commercial effluent, "wash
down" and residential discharges )
o Describe existing drinking water supply source
5. ADDITIONAL FORMATION
In addition to the completed application form, the
following items must be submitted
• A copy of the deed (with state application only) or
other instrument under which the applicant claim title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper (Refer to
Coastal Resources Commission Rule W 0203 for a
detailed description )
Please note that original drawings are preferred and
only high quality copies will be accepted Blue4me
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant (Contact the U S Army Corps of
Engineers regarding that agency's use of larger
drawings ) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revised 03/95

Form DCM-MP-1
FA
site Include highway or secondary road (SR)
numbers, landmarks, and the like
• A Stormwater Certification, if one is necessary
• 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
�n the proposed project to the Division of Coastal
Management Upon signing this form, the applicant
further certifies that such notice has been provided
Name UP& M
Address 7-8 LA E
Phone -� i.Ui L M1 ht7rg�i�ID Is r'
Name 1k-)L.&ojn I F3Dv2 �„S CL
Address
Phone #J d CL
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract Include permit numbers,
permittee, and issuing dates
TJC�- 25 —83
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application
• A signed AEC hazard notice for projects in
oceanfront and inlet areas
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act
Revised 03/95
6. 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 conditions
and restrictions contained in the permit
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program
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
This is the _ day of -�, 19
Print
S !atur J'4 ao'
landowner or Awhonze2rAg
Please indicate attachments pertaining to your proposed
project
DCM MP-2
Excavation and Fill Information
DCM MP-3
Upland Development
DCM MP-4
Structures Information
DCM MP-5
ZDCM
Bridges and Culverts
MP-6
Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form
L:6107:HVE
1 71,
i
7 1998 D
J
DIVISION OF
COASTAL MANAGEMEK i

Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
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
pro�osed project
Describe below the purpose of proposed excavation or
fill activities All values to be given in feet.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basinQ��1-17)
P(��q
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
E C E I
JUL 2 0 1998
DIVISION OF -
COASTAL MANAGEMENT
1. EXCAVATION
a Amount of material to be excavated from beI w
MHW or NWL in cubic yards t
Z� ocaD (Me1NT7
b Type of material to be excavated
ZZIMCI s
c Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegoatton
(SAVs) or other wetlands' Yesy No
d Highground excavation in cubic yards - - Q-A
2. DISPOSAL OF EXCAVATED
MATERIAL
a - Location of disposal area &IROUR- f-I
ADS eG&k7T 7o S[T�
e
b Dimensions of disposal area
t�-N n I Sol X Sohn'
c Do you m title to disposal area's
Yes No
If no, attach a letter granting permission from the
owner
d Will a disposal area be avails le for future
maintenance'? Yes No
If yes, where?
Revised 03195

Form DCM-NEP-2
e Does the disposal area include any coastal wetlands
(marsh), SAVs or o wetlands?
Yes No
f Does the disposal include any area in the water?
Yes _kt:�'No
3. SHORELINE STABILIZA
a Type oshoreIine stabilization !
Bulkh d Riprap
�xlsrAr
b Length
c Average distance waterward of MHW or NWL
d Maximum distance waterward of MEW or NWL
e Shoreline erosion during preceding 12 months
(Source of infonwaon)
f Type of bulkhead or riprap material
g Amount of fill i b c lyarcir to.be,s piac�1 below
water level '!
I �`� �^
(1) Riprap r " f
(2) Bulkhead 6aditfilI ++
Type of fill material
DEMENT
i Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a Will fill material be ought to site?
Yes i No
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlandsl
Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a How will excavated or fill material be kept on site
and erosion controlled
b What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dr ge)?
Cr a=66
Will wetlands be crassed in tjrNzor
equipment
to project sites Yes
If yes, explain steps that will be taken to lessen
environmental impacts
A cant or Project ame
A
Date
Revised 43/95

Form DCM-MR4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major a Mooring buoys !/ /,19-
Permit, Form DCM-MP-1 Be sure to complete all (1) — Commercial _Community _ _ Private
other sections of the Joint Application which relate to (2) Number
this proposed protect (3) Description of buoy
i a `Dock(s) aiyd/or Pier(s)
(1) V Commercial Community Private
(2) Number
(3) Length / y y r/ d 0
(4) Width 6. '
(Color, inscription, size, anchor, etc )
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
(5) Finger Piers Yes No shoreline
(i) Number o9,
(n) Length ( f Mooring structure (boatlift, mooring pilings, etc ) A114—
(m) Width ' (1) _ Commercial _Community Private
(6) Platform(s) Yes No (2) Number
(i) Number (3) Length
(n) Length (4) Width
(in) Width
(7) Number of slips proposed g Other (Give complete descnpnon)
(8) Proximity of structyre to adjacent riparian
property Imes V. iD 104e, jl�✓F'
(9) Width of water body 14i91ti,!
(10) Water depth at waterward end of pre at `'VIO W
MLW or NWL _.�2 /yL4,4irw4 li
b Boathouse (including covered lifts) /�}
(1) Commercial Private �/✓�
(2) Length
(3) Width Chc;antor Project N e
c Groin (e g wood, sheetpile, etc) e�
(1) Number (2) Length(s) - 3 �
Date
d Breakwater (e g wood, sheetpile, etc)
(1) Length C"NE
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or JU 2 Q t99$
wetlands `
COASTAL M DIVISION AGEME
NT
Revised 03/95

Form DCM-MP-6
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
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
1. MARINA CHARACTERISTICS
a Check below the type of marina proposed
_.,Commercial Public Residential
b Wzll th marina be open to the general publics
Yes No
If there is residential development associated with
the marina, how many units or lots are planned and
how ma y �rcurrently developed'
—r
d Check all of the types of services to be provided
Full service, including travel lift and/or rail
Dockage, fuel, and marine supplies
Dockage ("wet slips") only
Number of slips �( 3
Dry storage
Number of boats
Boat ramp(s)
Other (describe)
Check below the proposed type of siting
cut and access channel
Open water with dredging for basin and/or
channel
Open water, no dredging required
Other (describe)
f Describe the typical boats to be served (for example,
open runabout, arter boats, sail boats, mixed
types)
Revered 03195
�7\
JUL 2 0 998 w
DIVISION OF
MANAGEMENT
COASTAL
g Typical boat length
i
h Maximum boat length _
Are any floating structures planned9 �1d
If so, describe
2. MARINA OPERATIONS
a
b
Check each of the following sanitary facilities that
will be included in the proposed project
Office toilets '
Toilets for patrons
Number
Location
bowers
Boat holding pumpout
Type and 1pcation �f,,=W!aie± h/
1" ack
Describe treatment type and disposal location r all
sanitary wastewater , orF,g
c Describe the dispo al of soI d waste, fioffal and
trash dis sal
C�js� _
d How will overboard discharge of se age from boats
be controlled? /
e Give the location and number of "No S wage
Discharge" signs proposed
Bch 0C k-

Form DCAf-AfP-6
Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum pprod a
-��
g Where will residue from vesse mamte ance be
disposed of*?_
h Give the number of channel marker d "No
1 Wake" signs proposed 4.1 W ?7 i Gi a the locition of fuel -handling facilities, and
describe the safety measures Tanned to protect area
water quality Al
Describe design measures that promote boat basin
flushing or circul ion and *at reduce w er quarry
im
k What will be the marina policy on overnight and
live -board dockage? ,A 42 -f�-��f�- "d
10�1,
I Is the proposed marma locat ear any shellfish
leases') Yes No
If yes, give the name and address of the leaseholder
m If this project is an expansion of an existing marina,
what types of services are currently provided?
n How many slips are now available?
o Is the marina proposed within a prun r
secondary nursery area? Yes No
p Is the marina proposed within an areaen to
shellfish harvesting? Yes No
q Give the location and number of "Pumpou
Available" signs proposed
0 %¢car DG
"'CEIVE
JUL Z 9 ?998 D.J
DIN OF
COASTALIMA AGEMENT
Revised 03195

FA
P O Box 2299
Carolina Beach, North Carolina
28428
Department of Natural Resources
And Community Development
127 Cardinal Drive Ext
Wilm2ngton, North Carolina 28405
Gentlemen
I request that a pernut be issued to authorize the floating dock system, repaArs to the Inland
harbour facility and dredging, as described in the enclosed application form and related plans
The adjacent property owners to this project have been furnished copies of this application
and related plans by registered mail
Sincerely,
p �
Drew Noyes
1
1, K enclosures
1 �
1Ce IVE
JUL 2 0 1998 D
COAS DIVISION OF
AL MANAGEMENT

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COUNTY PARK
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JUL 2 J?
DIVISION Gt=
COASTAL MANAGE#,;,,�;� �
BEACH
-II
FLOATING DOCK SYSTEM AND DREDGING
AT INLAND HARBOR
600 ST JOSEPH STREET
CAROLINA BEACH, N C
NEW HANOVER COUNTY
BY DREW NOYES
P 0. BOX 2299
CAROLINA BEACH, N C
MARCH 1998 SHEET I OF

N
CAROLINA BEACH
PIERHEAD LINE
LJ
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EXISTING GROUND —\
EXISTING GROUND
tRAMP:LEV +8 0*FLOATING DOCK SYSTEM
HW=+4t
LW=0 0
RETAINING — ?7T — 4 _ CUT
ALL TIE PILES NOT SHOWN FOR CLARITY "
TYPICAL DOCK "B" CENTERLINE PROFILE
SCALE I"=6D HOR
20 VERT
145 # ALONG CENTERLINE OF DOCK A 4, CAROLINA BEACH
PIERHEAD LINE
ELEV +8 O#
We15T1NG RETAINING
HW=+41
LW=0 0
— — — 16 CUT
ALL TIE PILES NOT SHOWN FOR CLARITY
TYPICAL DOCK "A" CENTERLINE PROFILE
X SCALE I"=60' HOR
Q 20 VERT
LL
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0
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SILT FENCE
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NOT TO SCALE
BOTTOM
JUL 10 1998 D
COgg q� M NAGEMENT
BOTTOM
SPILLWAY PIPE TO
BEYOND LOW WATER
1 w FLOATING DOCK SYSTEM AND DREDGING
AT INLAND HARBOR
600 ST. JOSEPH STREET
CAROLINA BEACH, N C
NEW HANOVER COUNTY
BY DREW NOYES
P 0. SOX 2299
CAROLINA BEACH, N C
MARCH 1998 SHEET 3 OF

CrSr�U 1171-fly! + •eru� yiU �4j y4a• — U.Itlf
� MUTty gIU
Nov-13-97 04 51P CALDER & CALDER
910-343-9444
P-10
°EXHIBIT A"
BEGINNING at a point that is located North 01 degrees 26 minutes 57
seconds East 91 86 feet, South 88 degrees 33' minutes 52 seconds
East 6%6.75 feet, South 01 degrees 26 minutes 08 seconds West 50 0
feet and South 68 degrees 33 minutes 52 seconds East 17 0 feet from
the point of intersection of the Eastern right of way line of St.
Joseph Street (60 foot right of way) with the Northern right of way
line of Lee' a Lane (25 foot right of way) . Running thence from
said beginning point South 88 degrees 33 minutes 52 seconds Fast
16.67 feet to a point. Running thence South 01 degrees 26 minutes
08 seconds west 9.33 feet to a point. Running thence North 88
degrees 33 minutes 52 seconds West 16.67 feet to a point. Running
thence North 01 degrees 26 minutes 08 seconds East 9.33 feet to the
point of beginning.
RETURNED TO:
CALDER & OLDER
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JUL 2 0 t998 D
DIVISION OF
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PLAN
50 25 0 50
SCALE IN FEET
ELEVATIONS AND SOUNDINGS BASED ON LW=O 0
"B" DOCK A
"A" DOCK A
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JUL 2 0 t(,,_ j
DIVISION OF
COASTAL MANAGEMENT
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FLOATING DOCK SYSTEM AND DREDGING
AT INLAND HARBOR
600 ST JOSEPH STREET
CAROLINA BEACH, N C
NEW HANOVER COUNTY
BY DREW NOYES
P 0 BOX 2299
CAROLINA BEACH, N C
MARCH 1998 SHEET ,;� OF3

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W SON AV l ��
VICINITY MAP
NO SCALE
WRIVI91
EXISTING CONTOUR
14-
0 29.63
EG
EXISTING SPOT ELEVATION
0
PROPOSED SPOT ELEVATION
®
DROP INLET w/INLET PROTECTION
CURB INLET w/INLET PROTECTION
�--- ►----
STORMWATER RUNOFF DIRECTION
-
CONCRETE AREA
{175}
LANDSCAPING w/AREA
�•��•••-
LIMITS OF DISTURBANCE
- - X X --- TEMPORARY SILT FENCE 1" 5)TUW-wATER7,SER'VICE`1-
� (MI -% 3' &1 IRYJ SNP x I 911
SITE DATA
SF �
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TOTAL AREA 3.83t ACRES - AREA CALCULATED TO NORMAL HIG O
ST G G in
BUILDING AREA 38,577 SF WATER LINED y 4 �P�,c� �h QP w�
POOL AREA 5,348 SF i I �� Q ,� TERRACE Z
WOODEN WALK 3,815 SF + LL1 oo : • - 4
CONCRETE WALK 6,324 SF ' P
i Q -
ASPHALT AREA 46.135 SF �P 345
LANDSCAPE AREA REQUIRED 3,691 SF .E. w ENERGY i
LANDSCAPE AREA PROVIDED 4,386 SF - - DIS R
MARINA PARKING SPACES REQUIRED 32 i OLEAN WE1-i-~ ~
MARINA PARKING SPACES PROVIDED 32
CONDO. PARKING SPACES REQUIRED 69 / �� �� �`� F �' x DEP E S
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CONDO PARKING SPACES PROVIDED 69 �' P CUR
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NOTE:CUJ
1. ALL ON SITE SWALES TO BE SODDED OR LINED �PQ � _ _ ANL x
WITH EXCELSIOR MAT & SEEDED ACCORDANCE
w/S PEC IFI CATIONS. x x= I S
2. ALL WATER SERVICES TO CLUB HOUSE AND .2 l �'
BATHROOM FACILITIES TO HAVE BACKFLOW PREVENTION.IITS� OF DISTU CE 3 3)
3. FIRE MAINS TO HAVE BACKFLOW PREVENTION FEBCO ' '
806DCDA LOCATED INSIDE BUILDING. j _
4. ROOF DRAINS TO BE ROUTED TO CORRESPONDING w ¢ 2- - - - - R
w ¢�
SAND FILTER: I LjaI RE
BUILDING BUILDING #1: DRAINAGE AREA 1
BUILDING #2: DRAINAGE AREA 1 C.I. RIM �. ,�OtiQ� 10.0 1el 11
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BUILDING #3: DRAINAGE AREA 2 ff") m I �� I
POOL & BATH HOUSE. DRAINAGE AREA 1 o. - - w P
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POOL & R )BATH HOUSE: DRAINAGE AREA 3 W 4EMOVED
LDI10 & IDECK
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EXIST.
(SOUTH)
` DRAINAGE AREA i Z 4 ' I BLDG. I 1
v 246'x6'x18" 2- CHAMBER I soi'i'i 1 "w I 1 I
__�SAtsID - E DETAIL)-
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75 74 73
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"EXIST. �.
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- _ _ _
TIE IN TO EXIST.8" 30'x3O' SIGHT -
I WATERMAiN DIST"CE G L CMION
TRIANGIfl-TYP ,x
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- - - - �5T- E.O.
EXIST.8"SS NCDOT D.. NO.1 EXIST.SS s
—RIl1__9.7.0__ — -=� �;INi-S2 -
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I
CONT CTOR TD CONTA T l
i I UTILI COMPAI 4Y FOR i i (1) 8"x6" TEE
I 4 RELOC�►TION 0q UTILITY ',POLE i (1) g" GATE VAL
I I ��ohm 50' TEMPORARY l
Q i NOW OR FORMERLY i �� t'` i CONSTRUCTION
I SILOS �U�, CENTRANCE
I BOOK 3428 PAGE 842
I PROPOSED DRIVEWAY TO
P MATCH EXIST. ASPHALT i
t 10.4 I
I � �
NOW OR FORMERLY
-- -- -- -- -- -- PURITIS
BOOK 1892 PAGE 1035
SIM PLAN
-- -- --
SCALE 1 "-40' 1
BAR SCALE 1 "= 40' �► `
EXIST.SSMH
40' 20' 0' 40' 80' 120'
FEBCO # 505Y—BV BACKFLOW r-""' 41%1rL-Vrn1
PREVENTOR LOCATED INSIDE MATCH EXISTi ASPHALT
BUILDING t7.4
(1) 8"x6" TEE
(1) 6" GATE VALVE
NOW OR FORMERLY `
DAWSON t 1
PID - R08818--007-021 -000
NOW OR FORMERLY
FIRST CITIZENS BANK
PID - R08818-007-002 002
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FLOOD NOTE:
THIS PROPERTY IS LOCATED IN ZONE "B" AREAS BETWEEN
LIMITS OF 100 YEAR FLOOD AND 500 YEAR FLOOD, AND ZONE
"A9" ELEVATION 11.0 AND ZONE A9, ELEVATION 12 ACCORDING
TO FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER
375347 0001 C, MAP REVISED SEPTEMBER 4, 1986.
-TING CONSTRUCTED
BtiEKH__EAD LINE
JOOK 1627-RAG 0670
0
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DRAINAGE REA 2
i
165'x4'x18� 2-CHAMBER
I
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SAND FILTER (SEE DETAIL)
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CONCRETE IIETAINING WALL
LLU
a
�-LIMITS OF DISTURBANCE
- DRAINAGE EA 3
123 'x4'x18" 2-CHAMBER I
SAND FILTE (SEE DETAIL)
���O' FORMERLY
DUUK 1 qJ'F rAUL UbU/
--�'CONCRETE RETAINING WALK
I � x I
>--EXISTING 4" CLEAN
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Al
"Y
SURVEY REFERENCE
AS SHOWN ON SURVEY
LEGEND
E.I.P. EXISTING IRON PIPE
E.C.M. EXISTING CONCRETE MONUMENT
LINE TABLE
LINE
DIRECTION
DISTANCE
L1
S34'26'46"W
16.66'
L2
S46'59'45"W
1 1.71 '
L3
SOO* 1 1'37"E
12.62'
L4
S16`25'57"W
10.64'
L5
S23'51'28"W
17.97'
L6
S38' 18' 39 "W
10.15'
L7
S20'59'31 "W
13.79'
L8
S31'48'57"W
14,90'
L9
SO1'44'46"W
16.07'
L10
SI2'38'57"E
20.24'
L11
S12'59'52"E
19.30'
L12
S12'16'56"W
25.76'
L13
S54'04'55"W
13.97'
L14
N87'52'52"E
29.25'
L15
S81'50'48"W
41.28'
L16
S00'08'47"E
34.07'
L17
S84'39'28"W
50.78'
L18
S18.25'41 "W
51.60'
REVISIONS
Sate
I Description
By
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50' TEMPORARY RROPIE
ED DRIVEWAY TO J� EXIST.SSMH
--�--
TCXIST. ASPHALT" WATER SERVICES - S E A L
CONSTRUCTION 7"•I'JOW OR FORMER _ -
J ENTRANCE POWELL FOR CLUBHOUSE USE FE9C0 805Y-13V BACKFLOW
' PID - ROgg PREVENTOR i ;S 17374
NOW OR FORMERLY FOR FOR BATHHOUSE USE FE9C0 # 505Y- KFL W = <
WINNER ENTERPRISES I PREVENTOR LOCATED INSIDE
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NOW OR FORMERLY i / i I
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POWELL DATE 1 1-20--03
PID - R08818-007-018-000 i �a"V1� " \� xl - - _ i I
NOS '1'! ' ; DESIGN PGT
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10 i SHEET 1 OF 2
I0 _f_1 11 03070
♦ + i : � i rr ��s o a � r o4 e t r 1 s } , i .r o r � �; � � , � F � l � , � ,•.'
,� � •.� i-i .�'._'•1 }.�.. F..°1 ..- -,'.T - - .'s /.-r- t1. 7})-4t}il�5il `4�, J�i1S.� .Jfa iSi ,

State Stormwater Permit No 609� 03 1Z.17
Applies to System No
SAND FILTER OPERATION AND MAINTENANCE PLAN
FOR DRAINAGE AREA 1
Regular maintenance is essential to the long-term performance and durability of the
sandfilter, as it is with all stormwater BMP's
Depending on the types of activities occurring within the drainage area, most sand
filters will show a decreased capacity for filtration after a few years At least once a
year, each filter must be inspected after a 1" design storm event to determine if the
filter bed is passing the runoff within 24 hours
2 If the filter is not passing the runoff completely within 24 hours, the first 2"-3" of
discolored sand must be removed and replaced with new sand The removed sand
must be dewatered and disposed of properly
3 At the same time that maintenance is performed on the sand chamber, the sediment
chamber should be pumped and cleaned The removed sediment should be
dewatered and disposed of properly
4 At least once every quarter, check that the orifice is clear
I acknowledge and agree by my signature below that I am responsible for the performance
of the maintenance procedures listed above I agree to notify DWQ of any problems with
the system and prior to any changes to the system or the responsible party
Print name and title Todd Saieed, Member Manager _
Address 3301 Benson Drive Raleigh, NC 27619
Phone 919AO&4772 Fax [phone]
Signature Date • t1
Note The legally responsible party should not be a homeowners association unless more than 50% of the
lot ve been sold and a resident of the subdivision has been named the president
I, , a Notary Public for the State of
North Carolina , County o do hereby certify that
Todd Saif&A personally appeared before me this the
day of , 2004 , and acknowledge the due execution
(yNthe foregoing sand filter maintEdance requirements Witness my hand and official seal,
U SEAL
(I. r
My commission expires
4
:1J
rV r

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME Saint Joseph's Partners, LLC c/o Dick Hurst, project name is Carolina Bay
Condominiums
2 LOCATION OF PROJECT SITE 630, 650, 670 St Joseph's Street, Located on Pleasure Island, adjacent to the
Carolina Beach Yacht Basin, in Carolina Beach, New Hanover Co
Photo Index - 2000. 21-257, S,T 5-6 1995. 21-239, R,S 12-13 1989. 4 178 10, M,N 15-16
State Plane Coordinates - X 2335394 Y 106985 GPS - 0-102216A
3 INVESTIGATION TYPE CAMA/ D & F
4 INVESTIGATIVE PROCEDURE Dates of Site Visit - 10/22/2003
Was Applicant Present - No
5 PROCESSING PROCEDURE Application Received - 11/15/04 completed
Office - Wilmington
6 SITE DESCRIPTION
(A) Local Land Use Plan - Town of Carolina Beach
Land Classification From LUP- Developed (htghground), Conservation (open water)
(B) AEC(s) Involved EW/ES/PT
Water Dependent Yes
(D) Intended Use Private/Commercial
(E) Wastewater Treatment- Existing - Municipal sewer
(F) Type of Structures
Existing - Three building condomimum complex (under construction), bulkhead and marina basin
Planned - 36-slip marina expansion
(G) Estimated Annual Rate of Erosion NIA
Source - NIA
7 HABITAT DESCRIPTION
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands (Open water)
62,475 sq ft
12,020 sq ft
(Excavated)
(Incorporated)
(C) Other- High ground disturbance
22,000 sq ft
(Spoil Area)
(D) Total Area Disturbed 96,495 sq ft
(E) Primary Nursery Area No
(F) Water Classification SB Open No
8. PROJECT SUMMARY The applicants are proposing to develop a private 42-slip marina with dredging for the
boat basin The applicants also propose maintenance dredging in an existing recently renovated 30-slip marina to
serve the new condominium complexes and the public -

St Joseph's Partners, LLCI Carolina Bay Condominiums
Page Two
9 PROJECT DESCRIPTION
The physical address of the applicants' property is 630, 650 and 670 St Joseph's Street, adjacent to the Carolina
Beach Yacht Basin, in the Town of Carolina Beach, New Hanover Co To find the property, take Carolina Beach
Road (US Highway 421) from Wilmington to Carolina Beach approximately 15 miles Approximately 2 5 miles
from Snow's Cut bridge, the property will be located on the left at the corner of Saint Joseph's street and Lake Park
Blvd (US Highway 421)
The 3 77 acre parcel consists of three individual tracts that Ile between St Joseph Street and the Carolina Beach
Yacht Basin On February 27, 2004, the applicant was issued a CAMA Major Permit 436-04 which authorized
construction for the new condominiums under the Express Review Permitting Prot Program Tract 1 contains
the renovated existing boat basin and marina A bulkhead exists along the entire stretch of shoreline along tract I
and 3, while tracts 2 remains natural, with no artificial shoreline stabilization Existing water and sewer is provided
by the local municipality
The three tracts have a combined total of approximately 840 linear feet of shoreline along the Carolina Beach
Yacht Basin Vegetation associated with the high ground portion of tracts 2 and 3, consists primarily of Southern
Wax Myrtles, Red Cedars, Live Oaks and Yaupon Vegetation on tract 1 is limited to landscaping, lawn grasses
and ornamental shrubs The high ground vegetation along tract 2 is bordered by transitional species including Sea
Oxeye (Borrichia frutescens) and Grounsel-bush (Baccharus hahmifolia) High coastal marsh vegetation,
including, Black Needle Rush (Jznrcus roemarianus), Spike Grass (Distichlis spicata), Sea Lavender (Limonnan
spp), and Salt Meadow Grass (Spartina patens) complete the transition to the waters edge where Smooth
Cordgrass Marsh (Spartina alterniflora) is the predominant species Tract 3 is bulkheaded and maintains a narrow
strip of Smooth Cordgrass (Spartina alteriflora) on the waterward side of the bulkhead The highground property
averages approximately 5 feet above normal high water (NHW)
The waters of the Carolina Beach Yacht Basin, (adjacent to the project site), are classified as SB by the North
Carolina Division of Water Quality They are NOT designated as a Primary Nursery Area (PNA) by the North
Carolina Division of Marine Fisheries, and they are CLOSED to the harvest of shellfish
PROPOSED PROJECT
The applicants are proposing to continue the development of Carolina Bay Condominiums with a proposed a 42-
slip private marina including dredging, which would create an open water boat basin The applicant also proposes
maintenance dredging for an existing recently renovated 30-slip marina The new marina would be constructed for
the purpose of leasing slips to potential tenants of the condominium complexes and to the general public The
proposed marina would consist of three (3) fixed piers, 70' x 6', 80' x 6' and 40' x 6% which would be elevated and
extend over and across the coastal wetlands towards Myrtle Grove Sound The fixed piers would terminate in a
main floating dock, 380' x 8', which would run parallel to the shoreline of the property Four (4) additional floating
docks, 110' x 8', would extend perpendicular to the main floating dock, approximately 120' apart From these
floating docks, 18 finger piers, 40'x 6', would extend parallel to the shoreline approximately 30' apart for
designated dockage The finger piers would be oriented as follows three (3) finger piers would be placed on the
two outermost floating docks, oriented towards the inside of marina, six (6) finger piers would be placed on the
two inner floating docks, three (3) on each side of the floating docks Total number of slips for the expanded new
marina would be 42

St Joseph's Partners, LLC/ Carolina Bay Condominiums
Page Three
The applicant is also proposing to remove approximately 6,416 cubic yards of material around the proposed
floating dock structures from the two areas of the project Construction equipment would involve dragline,
backhoe and a dump truck The first proposed area would be within the proposed 36-slip marina, which would
have the dimensions of 380' x 155' x —6' at Mean Low Water (MLW) for boat basin access to Myrtle Grove
Sound The amount of excavated material for this area would be approximately 5,250 cubic yards The second
area for proposed dredging would be located within the existing, renovated 30-slip marina located south of the
proposed 36-slip marina The proposed dredging for this location would have the dimensions of 65' x 55' x —6' at
Mean Low Water (MLW) This area would have approximately 1,166 cubic yards of material excavated The
spoils disposal area 110' x 200' would located on two lots located at 923 Basin Road in Carolina Beach This area
is of sufficient size to accommodate the proposed method of dredging The applicant states that the spoil material
would be on a highground site, which would have silt fencing installed around disposal site The applicant also
states that dredging activity would be conducted at low tide to minimize sedimentation
An Environmental Assessment (EA) was submitted in January2004 for multi -agency review The EA and a Fmdmg of
No Significant Impact (FONSI) were submitted to the State Clearinghouse on October 31, 2004
10 ANTICIPATED IMPACTS
The proposed manna development would result in the incorporation of an additional 12,020 square feet of
Estuarine Waters and Public Trust Area The proposed excavation would result in the disturbance of 62,475 square
feet of shallow bottom The project would create approximately 6,416 cubic yards of spoil material to be place at a
designated high -round location with a total of 22000 square feet There would be increased turbidity levels during
project activity, however, if timed to avoid periods of peak biological activity no long-term adverse impacts are
anticipated The proposed pier and dock would not exceed the Town of Carolina Beach historical pier head line
Submitted by Robb Mairs Date 11/15/2004 Office: Wilmington

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
b City, town, community or landmark
1. APPLICANT Carolina Beach, NC
c Street address or secondary road number
St Josephs Street
a Landowner
Name St Josephs Partners LLC (c/o Dick Hurst
Address P 0 Box 17666
City Raleigh State N C
Zip 27619 Day Phone [phone]
Fax [phone]
b Authorized Agent
Name Land Management Grou Inc
Address 3805 Wrightsville Ave
City Wilmington State N C
Zip 28403 Day Phone [phone]
Fax [phone]
c Project name (if any) Carolina Bay Condominiums
N07F Per?w wd! be issued in name of landowner(s), mud/or
project name
2. LOCATION OF PROPOSED
PROJECT
a County New Hanover
d. Is proposed work within city limits or planning
jurisdiction'? x Yes No
e Name of body of water nearest project (e g river,
creek, sound, bay) Myrtle Grove Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a List all development activities you propose (e g
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities
1) Construction of 36 36'x15' boat slip manna
2) Dredging of 5,250 cy of sediment for new manna
construction
3) Dredging of 1,166 cy of sediment for existing boat slips
b Is the proposed activity maintenance of an existing
project, new work, or both? New work
c Will the project be for public, private or commercial
Use? goat slips will be avadabie for lease to the public
r�
d Give a brief description of purpose, use, methods of
nstrucxi+ �ionsdad proposed
ded ro ect nee, please attach
Reused 03195

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a Size of entire tract 3 77ac
b
Size of individual lot(s) N/A
c Approximate elevation of tract above MHW or
NY& +5' above MHW
d Soil type(s) and texture(s) of tract
Urban, 3-5' of fill material with well drained sand
Vegetation on tract
Upland portion is currently under construglion
f Man-made features now on tract
2 homes w driveways Old pier remnants Existing
condominiums as per the anginal CAMA application
g What is the CAMA Land Use Plan land
classification of the site*7 (Caisult the lord lmid use plan )
Conservation Transitional
Developed Community
Rural X Other
h How is the tract zoned by local government)
MB-1 (manna business)
i Is the proposed project consistent with the applicable
zoning? X Yes No
(Anach zoning rnnphance certtficwe, ifapph=bie)
Has a professional archaeological assessment been
done for the tracts Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register lusted or eligible property?
Yes X No
Are there wetlands on the site) X Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted? X
(Attach 4&lgWWatlon, tf aumlable)
m Describe existing wastewater treatment facilities
Municipal wastewater treatment
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, mdustrial/commercial effluent, "wash
down" and residential discharges )
No direct discharges Runoff to be handled by state
approved stormwater plan
o Describe existing drinking water supply source
Municipal sstem
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1/2" by I V white paper. (Refer to
Coastal Resources Commission Rule 7J 0203 for a
detailed description.)
Please note that original d ' gs are preferred and
only high quaiu ted. Siue-line
prin M 1 - table only if an
o quality s `u 'are provided by
- (Go-- e U Army Corps of
E 'eers _ at agency's use of larger
dr s ) A-si k�l}11Sis a part of plat
r entp►dil sufficiently detailed to
guider ( nneI unfatniisar i►ith the area to the
1 lvii %

Form DCM-MP-1
site Include highway or secondary road (SR)
numbers, landmarks, and the like
• A Stormwater Certification, if one is necessary
• 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 Upon signing this form, the applicant
further certifies that such notice has been provided
Name Larry and Sona Powell
Address 8707 Shipwatch Dnve
Phone Wilmington, NC 28412
Name NC DOT c/o Mr_D-an_Cumbo
Address 300 Division Drive
Phone Wilmington, NC 28401
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract Include permit numbers,
permittee, and issuing dates
NIA
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application
• A signed AEC hazard notice for projects in
oceanfront and inlet areas
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act
6. 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 'Ile project will be subject to conditions
and restrictions contained in the permit
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program
I certify that I am authorized to grant, and do in fact,
grant pernussion to representatives of state and federal
review agencies to enter on the aforementioned lands m
connection with evaluating information related to this
peanut 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
CO
This is the day of
Print Name Brent Manning
Signature
Lm�downer or Audwrized Agemr
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2
Excavation and Fill Information
DCM MP-3
Upland Development
X DCM MP4
Structures Information
DCM MP-5
Bridges and Culverts
DCM MP-6
Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form
RpVKF(I nlf"

Form DCM-MP-2
EXCAVATION
AND FILL
(Except bndges and culverts)
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
Describe below the purpose of proposed excavation or
fill activities All values to be given in feet.
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
starchm
etabiiation)
NINE
NONE
M.2)-6
EN
0
NONE
Site#1) Proposed Basin
Site #2) Existing Pier
1. EXCAVATION
a, Amount of material to be excavated from below
MHW or NWL in cubic yards 1) Proposed Bann- 5,250
2) Existing Pier- 1,166
b Type of material to be excavated
Submerged sand of Mvrtle Grave 5n«nd
c Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlandsl Yes X No
d Highground excavation in cubic yards NIA
2. DISPOSAL OF EXCAVATED
MATERIAL
a Location of disposal area 923 Bann Road
Carolina Beach, NC (2 lots)
b Dimensions of disposal area 110'x200'
c Do you claim title to disposal areal
Yes XL— No
If no, attach a letter granting permission from the
owner
d Will a disposal area be available for future
maintenance? X
If YAS.. w� _
1 ti0��
Aug
[)%NAM" G MEr1T
GOAgTA1-
Revised 03195

Form DCM-M ?-2
e Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a Type of shoreline stabilization N/A
Bulkhead Rpprap
b Length
c Average distance waterward of MHW or NWL
d Maximum distance waterward of MHW or NWL
e Shoreline erosion during preceding 12 months
(Sourcr of information)
f Type of bulkhead or riprap material
g Amount of fill in cubic yards to be placed below
water level
(1) Rpprap
(2) Bulkhead backfill
h Type of fill material NIA
i Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a Will fill material be brought to site?
Yes X No
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a How will excavated or fill material be kept on site
and erosion controlled? Silt fencing will be installed
around the disposal area and activities will be conducted at
low tide to minimize sedimentation
b What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Dradime. backhoe. dumtruck
c Will wetlands be crassed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts
Carolina Bay Condominiums
Date a V i p1Vr1
Revised 03195

Form DCM-MP4
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 which relate to
this proposed project
e Mooring buoys NIA
Dock(s) and/or Pier(s)
(1) _ Commercial X Community X Private
(2) Number 3 fixed, 1 floating dock
(3) Length 3 fixed-70', 80',40' Floating dock system 1-380', 4-110'
(4) Width fixed-6', floating dock-8'
(5) Finger Piers X Yes No
(i) Number 18
(n) Length 40'
(iii) Width 6'
(6) Platform(s) Yes X No
(i) Number
(n) Length
(iii) Width
(7) Number of slips proposed 36
(8) Proximity of structure to adjacent riparian
property lines North 15', South >200'
(9) Width of water body 350'
(10) Water depth at waterward end of pier at
MLW or NWL -10 5' MLW
b Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
Groin (e g wood, sheetpile, etc }
(1) Number
(2) Length(s)
d Breakwater (e g wood, sheetpile, etc )
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
(1) _ Commercial„Community -_._ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc }
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
Mooring structure (boatlift, mooring pilings, etc )
(1) _ Commercial _Community _ Private
(2) Number
(3) Length
(4) Width
g Other (Gve complete dercnpaon)
Carolina Bay Condominiums
A t or Pro
st ure Lob
Hate
C
D -�
Aug 1 � zoo'►
p1V tS10N of
COp,STA� MA
Revised 03M

Form DCM-MP-6
f Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
No marine services.
g Where will residue from vessel maintenance be
disposed of ?
No manne services
h Give the number of channel markers and 'No
Wake' signs proposed. None
i. Give the location of fuel -handling facilities, and
describe the safety measures planned to protect area
water quality NIA
Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts Dredging will slope from landward Priup rn
waterward edge No structures proposed to
obstruct water flow
k. What widl be the manna policy on overnight and
live -board dockagel No overnight dockage
1 Is the proposed marina located near any shellfish
leases? Yes X No
If yes, give the name and address of the leaseholder
in. If this project is an expansion of an existing marina,
what types of services are currently provided?
A manna exists on the property but will not be altered
un er this permit proposal
n. How many slips are now available? 32
o Is the marina proposed within a primary c
secondary nursery areas Yes X No
p. Is the manna proposed within an area open t
shellfish harvesting Yes X No
q Give the location and number of "Pumpot
Available' signs proposed. One in central dock
Carolina Bay Condominiums
Ap t or pmeeLN&M.
Date
3CEIVE
SEP 0 2 2004
DIVISION OF
COASTAL MANAGEMENT
Rensed o3/95

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Land Management Group, Inc. CAMA Major thfication
Environmental Consultants St. Josep rtners, LLC
PO Box 2522 VLCINITY MAP
Wilmington, NC 28402 Carolina Beach, NC Applicant St Joseph's Partners LLC
910-452-0001 Location Carolina Beach, New Hanover Co
LMG # 02-03-288
C Wrolect tileswurstlFrgufes Date 8/4/2004 Sheet of

Land Management Group, Inc.
Environmental Consultants
PO Box 2522 USGS TOPOGRAPHIC
Wilmington, NC 28402 MAP
910-452-0001 Carolina Beach 7 5' Quad
LMG # 02-03-288
C Wayed irles%Hurstl ftures
111
CAMA Major Modification
St Josephs Partners, LLC
Applicant St Joseph's Partners LLC
Location Carolina Beach, New Hanover Co
Date 8/4/2004 Sheet 2 of

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Land Management Group, Inc CAMA Major Modification
Environmental Consultants St Josephs Partners, LLC
Po Box 2522 NRCS Sod Surve
Wilmington, NC 28402 New Hanover County Applicant St Joseph's Partners LLC
910-452-0001 pg 29 Location Carolina Beach, New Hanover Co
Date 814/2004 Sheet I- of
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Land Management Group, Inc CAMA Major Modification
Environmental Consultants St Josephs Partners, LLC
PO Box 2522 G I S. Tax Map
Wilmington, NC 28402 _ St Joseph's Partners LLC
910-452-0001 New Hanover County Applicant
Location Carolina Beach, New Hanover Co
Date 8i4i2004 Sheet of C)

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Carolian Bay Condominiums
CAMA Major Modification
Land Management Group, Inc
Wilmington, NC
August 2004
Dredge Material Disposal Area
923 Basin Road
Carolina Beach, NC
Owner Marsha Taylor
Page&f l 6