SW8160512_HISTORICAL FILE_20160831

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

SOSI D: 0052029
Date Filed: 1/5/2012 2:58:00 P,1`I
STATE OF NORTH CAROMNA Elaine F. Marshall
DEPARTMENT OF THE SECRETARY OF STATE Forth Carolina Secretary of State
C201134600363
STATEMENT OF CHANGE OF REGISTER]
OFFICE AND/OR REGISTERED AGENT
Pursuant to §55D-31 of the General Statutes of North Carolina, the undersigned entity submits the following for the purpose of
changing its registered office and/or registered agent in the State of North Carolina.
The name of the entity is:
Entity Type: ❑Corporation, ❑Foreign Corporation, Nonprofit Corporation, []Foreign Nonprofit Corporation,
[]Limited Liability Company, ❑Foreign Limited Liability Company ❑Limited Partnership, ❑Foreign Limited Partnership,
❑Limited Liability Partnership, ❑Foreign Limited Liability Partnership
The street address and county of the entity's registered office currently on file is:
Number and Street — 15 ...Sr 144 4 -e-
City, State, Zip Cade: Vy I VY11 h ! n Q� �i V County: 1 V e w P A Y1 OVP_ r
The mailing address if dlfferent from the street address of the registered office currently on file is:
The name of the current registered agent is: l i 1 D� U r ►�Y i c t
NEW iNFORMATION,`�.
1. The street address and county of the new registered office of the entity is:
(complete this item only if the address of the registered office is being changed)
Number and Street:
City, State, Zip Code:
County: _
2. The mailing address if dlfferent from the street address of the new registered office is:
(complete this item only if the address of the registered office is being changed) 2�sij
•AUG 31
3. The name of the new registered agent and the new agent's consent to poin nt appears below:. i.
(complete this item only
//!!iif,the name of the registered agent is being c ng /� Q y,"
P&t r P, t7,s.h �.y, A S "/c�L 1 Y i A n 00
Type or Print Name of New Agent * Signature & Title
4. The address of the entity's registered office and the address of the business office of its registered agent, as changed,
will be identical.
5. This statement ill be effective upon filing, unless a date and/or time is specified:
This is the dayof i—anuhr 20 tZ,
Rf (r
1, U 1. i
�Type orPrintlT Name and Titl I�
Notes: Filing fee is S5.00. This document must be riled with the Secretary of State.
. Instead of signing here, the new registered agent may sign a separate written consent to the appointment, which must be attached to this statement.
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0622
Revised January 2002 Form BE-06

e w /7 re: G44 /'r ra2.�
Gretchen Merix
From: Johnson, Kelly <kelly.p [e-mail]>
Sent: Monday, July 11, 2016 3:38 PM
To: Gretchen Merix
Subject: RE: Bridge Road Realignment
Gretchen,
This should be fine. He had authority to sign it when it was signed.
Thanks,
KJ
From: Gretchen Merix [mailto:[e-mail])
Sent: Monday, July 11, 2016 2:39 PM
To: Johnson, Kelly <[e-mail]>
Subject: RE: Bridge Road Realignment
Kelly,
I hope you had a nice vacation. I'm just following up on the e-mail below. I've received meeting minutes from Figure 8
showing that Christopher Loutit was president from 6/27/15 to 6/18/16 (see attached.) Will this satisfy your comment
pertaining to comment #4? The project was submitted in May, so he was still the president at the time.
Thanks,
Gretchen
From: Gretchen Merix
Sent: Wednesday, July 06, 2016 8:02 AM
To: Johnson, Kelly (kell .iohnson ncdenr. ov) <[e-mail]>
Subject: Bridge Road Realignment
Kelly,
I'm reviewing your comments for the stormwater permit for Figure Eight. When the application was submitted, Mr.
Loutit was the president, however he has since stepped down (about 1-2 weeks ago). Can I submit something showing
that he was president at the time of the submittal, or will I need to get a new application signed and submitted?
Thanks,
Gretchen Merix, E.I.
Paramounte Engineering, Inc
122 Cinema Drive
Wilmington, NC 28403
v: 910.791.6707 x1012
f: 910.791.6760
w: httpjwww.paramounte-eng.com
"PLEASE NOTE OUR NEW OFFICE ADDRESS"

Special Meeting of Boas of Directors
Figure Eight Island Yacht Club
Saturday, June 27, 2015
FOR COMMENT
Board Secretary Kim Nettles called the Special Meeting of the Board of Directors at
Figure Eight Island Yacht Club to order at 10:10am. In attendance were board members
Jim Douglas, Frank Golden, Kim Nettles, Carter Lambeth, along with newly elected
board members Christopher Loutit and Jeffery Davis. This assembled group represented
a quorum. Also present were Yacht Club General Manager Peter Gushanas. Ken
Cameron was absent for the start of the meeting, but connected by conference phone at
10:50am. Board members Mike Murray and newly elected board member Kate Phillips -
Connelly were absent. Peter phoned Mrs. Phillips -Connelly to invite her to the meeting
after the announcement of the election results, but he was unable to reach her.
Nominations and Election of Officers of the Board of Directors
• Kim made a motion to approve the following slate of officers to serve for the board
term 2015 — 2016.
President — Christopher Loutit
Vice President — Carter Lambeth
'rreasurer —Mike Murray
Secretary - Kim Nettles
Jim seconded the motion and after a vote the motion was unanimously approved.
President Christopher Loutit continued to lead the meeting.
The reading of the minutes from the May 31, 2015 Regular Meeting of the Board of
Directors was waived. Christopher moved to approve the minutes as corrected, Carter
seconded the motion and after a vote the motion passed with a unanimous vote.
Christopher led a discussion of possible appointments of Committee Chairs for this
season. After a discussion the chairmanships of committees was established as the
following:
• Finance - Mike
• Governance -Carter �� � ���
• House — Ken and Kim (co-chairs)
Subcommittees of House: AUG 3 12018
Ad -hoc Decorating committee
Ad -hoc Fitness and Youth Activities
• Membership - Jim BY:
• Long -Range Planning — Frank
• Nominating —Jeff, (members Kim and Kate)
• Ad -Hoc Committee: Liaison to Eagle Point Golf Club for the 2017 PGA Wells
Fargo Golf Championship tournament. — Frank
New Business
May 1 June Applicants for New Membership - Jim reviewed the membership report with
the board. The following members have applied for membership to the club:

• Christopher and Donna Aldridge - acquired Charter, 316 Beach Road North.
• Henry and Lynne Blackburn, Jr. activated warrant, 204 Beach Road North
• Cameron and Dr. Hadley Callaway - Senior membership (formerly 316 BRN)
• Garnett, Jerre - Senior membership (formerly 21 Pipers Neck Road)
After discussion, Jim made a motion to approve the above membership requests, after a
second and vote, the motion passed unanimously.
Another request was discussed and tabled until the next meeting.
Former Member Request(s) for exception to Senior Guest policy;
1. Gordon Grubb. After reviewing the request. Frank made a motion to approve the
member's request. After discussion, Carter seconded the motion and the motion passed
with a unanimous vote. Peter was instructed to relay the board's decision to the Grubb
family.
2. Hillman "Denny" Bass- A follow up letter from Mr. Bass was reviewed. Carter moved
to deny the request. After discussion the motion was seconded and the motion passed
unanimously. Peter was instructed to contact Mr. Bass and relay the decision of the
board.
Ken joined the meeting at 10:50am
Member Survey - Peter distributed a draft survey for the board members to review. A
discussion followed. It was decided that a subcommittee be formed headed by Frank
Golden to study and make recommendations. It was noted that time is of the essence.
Frank will take action this week and report to Peter in advance of the target date of July
7.
The next Regular Meeting of the Board of Directors is scheduled for Saturday, July 18,
2015 at IOam.
Christopher called for Executive Session at 11:06 am and Peter left the room
The board came out of executive session at 11:20am.
Christopher moved that the meeting be adjourned, finding no objections, the meeting was
adjourned at l 1:25am.
Submitted by:
Kim Nettles
Secretary FOR COMMENT

Special Meeting of the Board of Directors
Figure Eight Island Yacht Club, Inc.
Saturday June 18, 2016
SUBMITTED FOR REVIEW
Treasurer Mike Murray called the Special Meeting of the Board of Directors at Figure Eight
Island Yacht Club to order at 10:47 AM, Present in addition to Mike Murray were Ken
Cameron, Jeff Davis, Frank GoIden, Carter Lambeth, Christopher Loutit and Steve Williams.
The assembled group constituted a quorum. Absent were Kate Phillips -Connolly and Mary
McCabe. Club Manager Peter Gushanas and Accountant Paula DuRant were also present.
Murray proposed that Frank Golden be named President, Carter Lambeth Vice -President,
himself Treasurer, and Ken Cameron Secretary. Golden further proposed that while Cameron
would be named Secretary, Paula DuRant should be in attendance as necessary to record the
meetings going forward. The motion was made to approve as proposed, seconded and passed
unanimously.
Approval of minutes - The reading of minutes from the Regular Meeting of the Board on
Saturday May 14, 2016 was waived. Lambeth made a motion to approve the minutes as written,
and it was seconded. The minutes were unanimously approved.
Appointment of Committee Chairs — Golden began the discussion by suggesting that the
Committee Chair appointments be postponed until the next meeting, however, upon further
consideration and input from the Board, appointments were made as follows:
Finance — Mike Murray
Governance — Carter Lambeth
Nomination — Christopher Loutit
Membership — Kate Phillips -Connolly
Long Range Planning — Steve Williams
Building & Grounds -- Jeff Davis
Fitness & Youth — Mary McCabe
House — Ken Cameron
Decorating 7 Jeff Davis
A motion was made to accept the chairpersons as proposed, Lambeth seconded it and the
appointments were unanimously approved.
Membership — Murray made a motion to approve the following families for membership.
Golden seconded the motion and the Board voted unanimously to approve as new members, the
following applicants:
Thomas & Margaret Glaser (Greensboro, NC) at 429 Beach Road North
James & Melissa Stanley (Lynchburg, VA) at 517 Beach Road North

PARAMOUNTE
E N G 1 N 1= E R I N G. 1 N C.
1 2 2 CINEMA DRIVE
W I L M I N G T O N, NC 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L E T T E R O F T R A N S M I T T A L
To:
NCDENR — DEMLR — Land Quali
Date
9/26116
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re:
Figure Eight Island Club SW8 160512
Stormwater Add. Info Request
Attn:
R611y Johnson
Pro'ectNo.
I 15191.PE
e are sendin
® Originals
® Prints
❑ Shop Drawings
® Calculations
❑ Correspondence
® Plans
❑ Specifications
® Other as listed below
he foil owin items:
Quantity
Date
Dwg. No.
Description
2
9/26/16
Stormwater Project area Map 24"x 36" (Prelim — NFC)
Issue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
etion Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ A
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other JE` 2. 6 2016
Remarks:
RY:
Ms. Johnson,
Per your September 011 request for add, information, please find the "Project urea" of 24.74 acres.
It is arbitrary in relation to the overall tract boundary which is not et surve ed or marked on an existing
recorded subdivision ma . Also, pleaseaucept this transmittal as late per the September, 20t' 2016 deadline.
Figure Eight does not plan to build this 2roject at this time, but will still prefer the permit and not be
subject to re -application, Thank for your consideration,
Cothran Harris Architecture; Peter
Cc: _Gus_hana_s, Figure Eight Yacht Club Signed:
ranch Smith

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PAT MCCRORY
Governor
D0-1\A1,D R. VA1`T DER VAART
Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
September 6, 2016, 2016
Mr. Christopher C. Loutit, President
Figure Eight Island Yacht Club, Inc.
15 Bridge Road
Wilmington, NC 28411
Subject: Request for Additional Information
State Stormwater Application No. SNN'8 160512
)Figure Eight -- Bridge Road Re -Alignment and Tennis Courts
New Hanover Countv
Dear A/lr. Loutit:
Secretary
TRACY DAVIS
Direclor
The Wilmington Regional Office received and accepted a State Stormwater Management Permit:
Application for Figure Eight — Bridge Road Re -Alignment and Tennis Courts on May 16, 2016. A
preliminary in-depth review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
Project Area [15A NCAC 021-1.1003(g)(5) and 021-1.1005(d)]: I understand that this project is
inside a larger tract per the deed submitted. However, the project area still needs to be Oil the
plans so that projects that are in the vicinity, or projects which will be located. in the vicinity in
the future, can avoid overlap. Please clarify the location of boundaries of the project area oil the
plans. (For clarification, I am also looking to make sure that the project maintains the overall
25% nzaxinrum impervious far OR IYI The application shows that the percent impervious is 4.5%
with a 24.74ac project area.)
Please remember that a change to one number may have a domino effect on other numbers. Please check
all plans, calculations and forms to ensure that the numbers are consistent throughout.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received in this Office prior to September 20, 2016, or the application
will be returned as incomplete. The return of a project will necessitate resubmission of all required items,
including the application fee.
I you need additional time to submit the information, please mail, email 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„which shall be no later than 30
days past the original due date. 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 application number on all
correspondence.
State of North Carolina I Fnvironmenial Quality I Energy, Mineral and Land Resources
127 Cardinal Drive Extension Wilmington, NC 28405
910 796 7215 T 1 910 350 2004 F httolhortal.ncdenr.or¢lwebllil

September 6, 2016
Stormwater Application No. SNV8 160512
If you have an., questions concerning this matter, please feel free to call me at [phone] or email
me at [e-mail].
neer
-m"vaterTermits & Projects120161160512 1,D12016 06 addinfo 160512
cc: Brandt Smith, Pl , Paramounte Engineering
Wilinington Regional Office Stormwater Permit File
Page 2 of 2

PARAMOUNTE
E " G I N E E R I N G, 1 N C.
August 30, 2016
Ms. Kelly Johnson
NCDEQ— NCDEMLR- Land Quality 5tormwater 127 Cardinal Drive Extension c CC E I k IFEE
Wilmington, NC 28405 AUG
3 ' 2016
RE: Request for Add. Info Response No. 1
Figure Eight — Bridge Road Realignment and Tennis Courts BY:
SW8 160512
Dear Ms. Johnson:
On behalf of the Figure Eight Island Yacht Club, Inc., we are submitting a response to your comments dated
June 30, 2016 for the above referenced project. Your comments are listed below with our response provided
in bold bullets. Thank you for allowing the additional 30-day extension request.
1. Project Area: Please show the bearings/distances for the project area.
• Given the deed research, there is no recorded subdivision lines for this property, but
referenced as Deed Book 1231, Page 0739 "Causeway Tract #8", which was included in the
Narrative as submitted in May. The project is included entirely within this Causeway Tract.
See highlighted Deed References within Narrative.
2. Calculations:
(a) General:
L Curve Numbers and Supporting Data: for instance, the pre -development CN for DA #2 was
excluded from the package.
• There is only one pre -development drainage area (see "Ex. Drainage Area" on Sheet C-3.2).
The SCS CN determinations were performed within HydroCAD on this re -submittal, but
remain approximately the same with the exception of existing imperviousness being
Ignored In the new analysis.
ii. 10 year 24 hour storm depth: Please show this value and its use in the calculations resulting in
2,073 cf (Basin #1) and 8,498 cf (Basin #2).
• The 10-year 24-hour depths and volumes have been revised as a result of the SHWT
elevation corrections. The new stage -storage values are 5.05' @ 1,951 cf (Basin #1) and
6.06' @ 8,089 cf (Basin #2).
iii. Drawdown Time: The "drawdown time" value is shown in the calculations, but the drawdown
calculation is not. It is unclear which volume the value of days to drawdown refers to (the
required 1 year 24 hour pre/post, or the 10 year 24 hour option #4 volume)
• The drawdown time was calculated using the 10 year 24-hour runoff volume and has been
made clear in the revised calculations.
iv. Connected or Disconnected: Please clarify if you have completed calculations for connected or
disconnected impervious area (curve number compositing).
• The calculations are for disconnected impervious area. For this project, the impervious is
considered "unconnected" since the impervious coverage is over 30% according to NRCS
TR-55. Rt C 4 1V E D
AUG 31 2016
1 22 CINEMA ❑ R I V E, W I L M I N 6 T❑ N, NC 2 9 40 3
P H: i 9 1 0 1 7 9 1 - 6 7 0 7 F A X: 1 9 1 ❑ V 7 9 1 - 6 7 6❑

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PARAMOUNTE
E N C� 1 N E r F2 I " Ca . I N C.
v. Basin Volumes: Please show the volume provided at the storage elevations (4.61 msl for Basin #1
and 5.07 msl for Basin #2). Data for the 1' increment is provided (3.0 msl, 4.0 msl, 5.0 msl, etc),
but the exact volume provided at the storage elevation is not provided.
• Since these values have been changed, please see attached HydroCAD for the 10-yr analysis
where the stage -storage is highlighted.
(b) SHWT:
i. Boring Location: Both boring lots submitted were taking inside the footprint of Basin #1. Please
submit the data supporting the design for Basin #2.
• Given the consistent nature of the soils and the distance of 430 ft between the two basins,
Basin #1 was used as the primary soils reference for Basin #2. The higher SHWT depth of
51" was used for both basins and the same infiltration rate of 12 in/hr was used given only
half this rate was used in the design for both. NHC Engineering Dept. has issued a permit
using this justification as well.
ii. Existing Grade: Please provide the existing grade of each boring in addition to the depth to the
SHWT and the resultant SHWT elevation.
• The approximate existing elevations of the borings are as follows. Boring #1 = 6.0-ft and
Boring #2 = 7.0-ft. Ref. LMG Soil Testing Report and existing contours on the plans.
However, prior calculations used elevations of 6.0-ft for both basins. These revised designs
have raised the bottom of the basins as a result of these corrected elevations. As stated In
the Narrative and above, the higher SHWT of 51" was used for both basins.
Low Density Supplement: Please submit the low density supplement.
• The low density supplement is included with this submittal.
%.4" Applicant: Please submit documentation that Mr. Loutit is the current President, and therefore has
signature authority. The most common documentation submitted is election minutes.
Mr. Loutit was the president at the time of submittal, however since, he has since stepped
down. Please see the enclosed meeting minutes showing the dates that he was President,
as well as e-mail correspondence between Gretchen Merix of Paramounte and yourself
and NCDENR for reference. Mr. Peter Gushanas, registered agent, general manager, and
COO for the Club, has signed the Low -Density Supplement, so please update the permit
correspondence to reference Mr. Peter Gushanas (m f8i e.com).
If you have any questions regarding any of this information or require additional material, please let us know.
Sincerely,
Paramounte Engineering, Inc.
OJBranch Smith, PE
[phone]
[e-mail]
Encl: (1) Low Density Supplement, (1) Revised Infiltration Supplements
(2) Revised Plans and Details
(1) Revised Narrative
Cc: Peter Gushanas, Cothran Harris, David Candela (NHC Engr.), File
RECEIVED
AUG 3 1 2016
BY:
1 2 2 C I N E M A b R I V E, W I L M 1 N G T O N, N C 2 e 40 3
P H: 1 9 1 R I 7 9 1 - 6 7 0 7 F A X: (9 1 0 ) 7 9 1 - 6 7 6 0

PAT MCCRORY
Govemor
r• :c s,.:r
DONALD R. VAN DER VAART
Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
June 30, 2016
Mr. Christopher C. Loutit, President
Figure Eight Island Yacht Club, Inc.
15 Bridge Road
Wilmington, NC 28411
Subject: Request for Additional Information
State Stormwater Application No. SW8 160512
Figure Eight — Bridge Road Re -Alignment and Tennis Courts
New Hanover County
Dear Mr. Loutit:
Secretary
TRACY DAVIS
Director
The Wilmington Regional Office received and accepted a State Stormwater Management Permit
Application for Figure Eight — Bridge Road Re -Alignment and Tennis Courts on May 16, 2016. A
preliminary in-depth review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
1. Project Area [15A NCAC 02H.1003(g)(5) and 02H.1005(d)]-. Please show the bearing/distances
lines for the project area.
Calculations [I5ANCAC 0214.1003(g)(7)]:
a. General: Printouts of the results of the calculations have been submitted, but the
calculations themselves have not been submitted. The following are examples:
i. Curve Numbers and Supporting Data: For instance, the pre -development CN for
DA2 was excluded from the package.
H. 10yr24hr Storm Depth: Please show this value and its use in the calculations
resulting in 2,073ef (Basin hI) and 8,448cf (Basin 92).
iii. Drawdown Time: The "drawdown time" is value shown in the calculations, but
the drawdown calculation is not. It is unclear which volume the value of the days
to drawdown refers to (the required 1yr24hr pre/post or the I Oyr24hr option 44
volume).
iv. Connected or Disconnected: Please clarify if you have completed calculations
for connected or disconnected impervious area (curve number compositing).
v. Basin Volumes: Please show the volume provided at the storage elevations
0.61 msl for Basin # 1 and 5.07ms1 for Basin 42). Data for the 1 ft increments is
provided (3.Oms1, 4.Omsl, 5AmsI etc), but the exact volume provided at the
storage elevation is not provided.
b. SHWT:
i. Boring Location: Both boring lots submitted were taken inside the footprint of
Basin ## 1. Please submit the data supporting the design for Basin #2.
ii. Existing Grade: Please provide the existing grade of each boring in addition to
the depth to the SHWT and the resultant SHWT elevation.
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
127 Cardinal Drive Extension I Wilmington, NC 28405
Oin Tor. 711 G T I OVA 7Gn 7nnA 17 1 1-11..­1 ..,.a.-. n. ....1.A.!

June 30, 2016
Stormwater Application No. SW8 160512
Low Density Supplement [per 15A NCAC 02H. I 003(g)(7)]: Please submit the love density
supplement.
Applicant [per 15A NCAC 02H.1003(e)(1)]: Please submit documentation that Mr. Loutit is the
current President, and therefore has signature authority. The most common documentation
submitted is election minutes.
Please remember that a change to one number may have a domino effect on other numbers. Please check
all plans; calculations and forms to ensure that the numbers are consistent throughout.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received in this Office prior to Au u_st 1, 2016, or the application will be
returned as incomplete. The return of a project will necessitate resubmission of all required items,
including the application fee.
If you need additional time to submit the information, please mail, email 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, which shall be no later than 30
days past the original due date. 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 application number on all correspondence. If you have any questions
concerning this matter, please feel free to call me at [phone] or email me at
[e-mail].
eer
GDSlkpj: 111Stormwater\Permits & Projects120161160512 LD12016 06 addinfo 160512
cc: Rob Balland, PE, Paramounte Engineering
Wilmington Regional Office Stormwater Permit File
Page 2of2

Johnson, Kelly
From: Johnson, Kelly
Sent: Tuesday, August 30, 2016 7:53 AM
To: 'Branch Smith'
Cc: Weaver, Cameron
Subject: RE: Fig 8 SW8 160512
Branch,
It is my understanding that they applied for a standard State Stormwater permit under SW8 16012. 1 do not know what
SW8 030419 was for. If you would like to come review the files, please let Cameron know (cc'd).
Thanks,
Kelly
From: Branch Smith ImaiIto: [e-mail]]
Sent: Monday, August 29, 2016 5:43 PM
To: Johnson, Kelly <[e-mail]>
Subject: Fig 8 SW8 160512
Is this project a single permit for this use? It appears SW8 030418 is a permit —just wondering about this permit
compared to the others? I think I understand all the comments. Is the low -density a part of the SA rules in conjunction
with the infiltration basin.
I'm re -submitting for Rob and Gretchen since Gretchen left us a few weeks back.
Thanks
Branch
J. Branch Smith, PE
PARAMOUNTE ENGINEERING, INC.
122 Cinema Drive
Wilmington, NC 28403
m: 9 10.2 64.10 71
v. 910.791.6707
f: 910.791.6760
www.paramounte-eng.com
Note: Paramounte Engineering is now located at 122 Cinema Drive, Wilmington, NC 28403.
1

Johnson, Kell
From: Johnson, Kelly
Sent: Monday, July 11, 2016 3:38 PM
To: 'Gretchen Merix'
Subject: RE: Bridge Road Realignment
Gretchen,
This should be fine. He had authority to sign it when it was signed.
Thanks,
KJ
From: Gretchen Merix [mailto:[e-mail]]
Sent: Monday, July 11, 2016 2:39 PM
To: Johnson, Kelly <[e-mail]>
Subject: RE: Bridge Road Realignment
Kelly,
PV7 tVtI-rY
l hope you had a nice vacation. I'm just following up on the e-mail below. I've received meeting minutes from Figure 8
showing that Christopher Loutit was president from 6/27/15 to 6/18/16 (see attached.) Will this satisfy your comment
pertaining to comment #4? The project was submitted in May, so he was still the president at the time.
Thanks,
Gretchen
From: Gretchen Merix
Sent: Wednesday, July 06, 2016 8:02 AM
To: Johnson, Kelly ([e-mail]) <[e-mail]>
Subject: Bridge Road Realignment
Kelly,
I'm reviewing your comments for the stormwater permit for Figure Eight. When the application was submitted, Mr.
Loutit was the president, however he has since stepped down (about 1-2 weeks ago): Can I submit something showing
that he was president at the time of the submittal, or will I need to get a new application signed and submitted?
Thanks,
Gretchen Merix, E.I.
Paramounte Engineering, Inc
122 Cinema Drive
Wilmington, NC 28403
v: 910.791.6707 x1012
f: 910.791.6760
w: http://www,paramounte-eng.com
"PLEASE NOTE OUR NEW OFFICE ADDRESS"

Special Meeting of the Board of Directors
Figure Eight Island Yacht Club, Inc.
Saturday June 18, 2016
SUBMITTED FOR REVIEW
Treasurer Mike Murray called the Special Meeting of the Board of Directors at Figure Eight
Island Yacht Club to order at 10:47 AM. Present in addition to Mike Murray were Ken
Cameron, Jeff Davis, Frank Golden, Carter Lambeth, Christopher Loutit and Steve Williams.
The assembled group constituted a quorum. Absent were Kate Phillips -Connolly and Mary
McCabe. Club Manager Peter Gushanas and Accountant Paula DuRant were also present_
Murray proposed that Frank Golden be named President, Carter Lambeth Vice -President,
himself Treasurer, and Ken Cameron Secretary. Golden further proposed that -while Cameron
would be named Secretary, Paula DuRant should be in attendance as necessary to record the
meetings going forward. The motion was made to approve as proposed, seconded and passed
unanimously.
Approval of minutes - The reading of minutes from the Regular Meeting of the Board on
Saturday May 14, 2016 was waived. Lambeth made a motion to approve the minutes as written,
and it was seconded. The minutes were unanimously approved.
Appointment of Committee Chairs — Golden began 'the discussion by suggesting that the
Committee Chair appointments be postponed until the next meeting, however, upon further
consideration and input from the Board, appointments were made as follows:
Finance — Mike Murray
Governance —Carter Lambeth
Nomination -- Christopher Loutit
Membership - Kate Phillips -Connolly
Long Range Planning — Steve Williams
Building & Grounds — Jeff Davis
Fitness & Youth — Mary McCabe
House- Ken Cameron
Decorating — Jeff Davis
A motion was made to accept the chairpersons as proposed, Lambeth seconded it and the
appointments were unanimously approved.
Membership -- Murray made a motion to approve the following families for membership.
Golden seconded the motion and the Board voted unanimously to approve as new members, the
following applicants:
Thomas & Margaret Glaser (Greensboro, NC) at 429 Beach Road North
James & Melissa Stanley (Lynchburg, VA) at 517 Beach Road North

McGowan & Kimberly Collie (Raleigh, NC} 17 Backfin Point
New Business —Golden brought up various concerns regarding the upcoming Wells Fargo PGA
Golf Tournament to be held in 2017 at neighboring Eagle Point Golf Club. He pointed out the
need to identify and coordinate with point -persons at Eagle Point, PNCC, Wells Fargo, etc., as
there are growing in regarding FBIYC's role and participation opportunities related to the
event. Particularly, issues such as transportation, parking, fees, use of the Club by non-members,
etc., will need to be addressed. Gushanas and others expressed the need for very careful
consideration and thought as the Board must decide on the Club's stance in regards to all issues
presented. Gushanas furthermore shared that he had already received two communications from
Members requesting/questioning services that the Club may provide. The group agreed that
Golden would be the logical point -person from the Yacht Club and that he would work toward
identifying and establishing contact with other point -persons as mentioned above. He will keep
the Board appraised.
Golden then brought to the attention of the Board, a letter that had been received from the
children of a deceased Charter Member. As recently named owners of the property, the four
siblings do not wish to purchase additional memberships as dictated by the By-laws of the Club
in regards to memberships and property ownership, but rather wish to have one Membership in
the name of all four siblings. Gushanas provided further background on past practices, citing
that this was not at all an unusual situation and would continue to be a common issue as the
aging island population passes on their property to their heirs. A lengthy discussion ensued and
various responses and options were contemplated. Ultimately, it was agreed that the Board
would uphold the By-Laws.and deny the request. Lambeth made a formal motion to deny the
request, Davis seconded it and the motion was passed unanimously. Gushanas will reply to the
family regarding the Board's decision on the matter.
Further discussion ensued on the matter in general and it was suggested that the Governance and
Membership Committees give further thought and consideration to situations such as this. It was
further decided that a Committee would be formed to further this initiative and will consist of
Lambeth, Phillips -Connolly and Loutit.
In regards to the scheduling of the next BOD meeting, Golden asked Murray if he needed a
meeting on July 16 . In response, Murray brought up concerns with the position that our current
accountants, Cherry Bekaert, have taken in preparing our annual tax returns. He gave a brief
history of the philosophies of our prior firm, McGladrey, vs, those of Cherry Bekaert and what
he believes to be the resulting overstated tax liability assessed to the Club. He proposed we file
an extension of our State taxes and that we interview Bernard Robinson & Company, the firm
representing many Country Clubs throughout the state, including Greensboro County Club. It
was further suggested that perhaps an Executive Committee be formed to decide on who would
ultimately prepare the Club's tax returns. Murray will work to schedule a meeting with Bernard
Robinson & Co. and the timing of such will determine when the next meeting of the Board will
be scheduled.
Gushanas communicated that of the current Club bank accounts, the only account requiring an
update to the signature card, is on our account ending in -9058 at BB&T. It was agreed that

Treasurer, Michael Murray will replace the current signer of record (who is no longer on the
Board of Directors).
Murray began a discussion regarding the election of the major employee healthcare provider for
2016-17. He shared with the group that a polling of the employees indicated that they are
extremely happy with BCBS and that the proposed BCBS increase was certainly acceptable at
less than $5,000.00/year. His recommendation was that the Club remain with BOBS. Lambeth
made a motion to approve, Cameron seconded it, and after a vote, the motion passed
unanimously.
DuRant also passed around a Worker's Comp Board Exclusion form to be signed by all Board
Members as required by our new carrier, Zenith.
Before adjourning, Golden,on behalf of himself, fellow Board Members and the entire
Membership of Figure Eight Island Yacht Club, extended his appreciation and gratitude to
Christopher Loutit for sharing his time, talents, guidance and wisdom during his tenure as
President.
It was determined that no Executive Session was necessary and Golden moved to adjourn the
meeting, Cameron seconded it and as there were no objections, the meeting was adjourned at
1 1:41 AM.
Subsequent to adjournment, Board Members were given the Final CONFLICT OF INTEREST
DISCLOSURE STATEMENT, GIFT POLICY DISCLOSURE FORM, and BOARD OF
DIRECTORS CONFIDENTIALITY AGREEMENT to sign: Additionally, the new Board
Members were given the CONFLICT OF INTEREST POLICY for signature.
Submitted by:
Paula DuRant

r
,/ Generale
/f: FEE
2. Application Form:
a. Original signature by signature authority
i. LLC, Inc or Partnership;
1. General: Spelling and capitalization must match Secretary of State
2. LLC:
a. Documentation:
i. Annual Report: Shows members/managers.
ii. Articles of Incorporation:
1. Shows if member -managed or manager -managed.
2. Does not usually list members/managers.
iii. Non -Profit: Non-profit organizations are not required to file annual reports with the SoS,
so we cannot easily find out who has signature authority. We need documentation from
non-profit that the person has the authority to sign (such as meeting minutes electing
them the President).
b. Who signs:
i. Member -managed: Member signs
ii. Manager -managed: Manager signs (Unusual Situation: if an LLC is set up as manager -
managed but only members are assigned, then the members are by default considered
managers. This happened for Mayfaire a couple of times.)
3. Inc: President or Vice President (same documentation as LLC)
4. Partnership: General Partner or higher (same documentation as LLC)
ii. Public:
1. Local government: City Manager
2. NCDOT: ?
3. State Agency/University: ?
iii. individual: Signs for self.
iv. Agent signs in lieu of signature authority:
1. Submit a letter from the applicant who has signature authority authorizing the agent to sign the paperwork.
2. Letter must include the agent's name, title, mailing address and phone number.
b. Permittee Types (Section Illc of the application)
6i"O'Property Owner: This is the most common
ii. Lessee: Can be a permittee if they submit a lease agreement saying that they have responsibility for the SW permit
requirements.
iii, Purchaser: Can be permittee if they submit formal documentation that they are in the process of buying the property
(such as a sales agreement)
iv. Developer: Can be the permittee if the property owner signs the application saying that they give the developer
permission to get the permit and that if the developer goes MIA the owner is on the hook for the permit requirements.
c. Project Area:
1995 Rule: Wetlands policy (compare the two methods)
ii. 2008 Rule: Exclude coastal wetland area landward NHW.
iii. Ph Ile Rule:?
�eed Restrictions (only need these if it is subdivided). Must be:
a. Signed by signature authority
b. Notarized
4. Supplement(s)
a. BMPs ow
b. Low -Density (includes 00)
V\-, c. Offsite (includes 0&M)
d: Grassed swale (Only need if seeking nutrient removal credit. If so, also need grassed swale 0&M. In WiRO the only
applicants seeking nutrient credit will be the small corner of the Neuse Basin in Carteret County.)
5. O&M,must be:
a. Signed by signature authority
b. Notarized

6. Calculations:
a. Signed/sealed/dated
b. Volume:
i. SCS
ii. Simple Method
1. Non -SA
a. 1995 Rule- 1.0"
b. 2008 Rule: 1.5"
c. Phase II Rule: 1.5"
2. SA
a. 1995 Rule: 1.5"
b. 2008 Rule: greater of either 1.5" or 1 yr24hr pre/post
c. Phase II Rule: 1yr24hr pre/post
7. ata
��Cffsite-.
i. How calculate offsite BUA?
ii. On plans?
"Existing" Impervious: This line on the application means that it should be pre-1988 BUA.
i. Included in Total: If the engineer includes the "existing" in the total BUA line and treats that BUA (if high density) or
accounts for it when determining percent impervious (if low density) then that is fine because it is appropriately
accounted for.
ii. Not Included in Total: If the engineer does not include the "existing" BUA in the total line, then they need to show
aerial photographs, pre-1988 building Cos, or other documentation that the BUA is pre-1988.
1. Low Density: If it is pre-1988, then you do not have to count it towards the percent impervious for low
density. if they cannot prove it is pre-1988 then they have to count it.
2, High Density: If it is pre-1988 and it is outside of a BMP drainage area then they don't have to treat it. If it is
pre-1988 and it is inside the BMP drainage area then they DO have to treat it.
,,.9-,ZLevel Spreaders: Provide 0&M, supplement, and stamped design calcs
a. To buffer: Diffuse flow required. No scour holes allowed.
b. To wetland: 2 fUsec or need a LS. No VFS is needed if just reducing velocity from end of swale to wetiand. No scour holes
allowed.
9. Two sets plans: Stamped/signed/dated
a. General:
i. Date/ revision number
ii. Development/project name
T
iii. Engineer name
iv. Engineering Firm name
v. Legend
vi. North arrow
vii. Project Area/Area Covered by Permit
viii. Vicinity map
1. Include two major roads' intersection.
2. Major road is any 1, 2, or 3 digit NC, US or Interstate Highway.
ix. Scale
Grading
i. Original contours
ii. Proposed contours
iii. Spot elevations
iv. FFEs
v. Inverts, pipes
vi. Inverts, swales
vii. Existing drainage (pipes, swales, ditches, ponds, etc).
Drainage areas:
i. All BMPs and CO swales must have a DA on the plan.
1. Number each DA to match calculations, supplements, and 0&M.
2. Roof drainage: Show on plan.
ii. Off site drainage areas shown on plan

:
1. Drainage area location
2. Offsite impervious area in the offsite drainage area
The SW System is in an easement.
Natural features:
i. Water delineation (MHW, NHW, etc)
ii. Wetland delineated or note that none exist onsite
iii. Buffer:
1. 2008 Rule:
a. TOB
b. NHWIMHW
c. Normal Pool
2. 1995 Rule: Lookup
3. Phase ll: TOB perennial and intermittent streams
iv. Coastal wetland location if excluded (2008 rule)
Details with dimensions and slope:
i. Roads
ii. Parking area
iii. Cul-de-sac radii
iv. Sidewalk
v. Drainage easement location and dimensions
vi. Property/project boundary lines with bearingsidistances
vii. Apartments/condos: Typical footprint noting concrete vls wooden deck features
viii. Curbs
1. Face of curb to face of curb (FC-FC)
2. Back of curb to back of curb (BC -BC)

Completeness Review Checklist
Project Dame: u.s �L'^ — Received Date: Zt�
Project Location: +- C Accepted Date: ct,
Rule(s) Droos Coastal ®1995 Coastal oPhase II (WiRQ.) LJUnivers@l 01988 Coastal
Type of Permit• New or Mod or PR Existing Permit # (Mod or PR): PE Cert on File?
Density: HD or LD Type: Commercial or Residential NCG:
�(% OK?) Stream Class: c�� 0SA Map offsiteLi to SW8
Subdivided?: Subdivision or Single Lot IF JORW Map MExempt
Paper rk Emailed Engineer on:
Supplements) (1 original per BMP) BMP Type(s):
O&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
t�pplication with correct/original signatures eed
r505
or LLC: Sig. Auth. per SoS or letter mail Address: Design Engineer
ithin 6mo) Email Address: OwnerLJ
e
Soils Report T Note to ReWewer:
oCrculations (signed/sealed)
No obvious errors[t
®Density includes common areas, etc
Deed Restrictions, if subdivided: �"6 + w-
igned & Notarized
Plans
ets
Grading
icinity Map
06-gend
Infiltration
Soils Report
SHWT:
Bottom:
Visited:
Additional Information:
HD/LD) or
be__ C:,,r 7 -7) o �r n-- 1."xAj.A
+� M...� S��� F—Q-►-� —� f b b a L 4
- L -.J � Cs-"vt
a-1- M -
etails (roads, cul-de-sacs,
[]r
curbs, sidewalks, BMPs, Buildings, etc)
Wetlands: Delineated or No Wetlands
�out (proposed BUA dimensions)
DAMaps [3rr-o—je`ct Boundaries
Wet Pond
Off site
®Soils Report
EDPE Cert for Master Lot #:
SHWT:
oDeed Rest for Master ®Lot # Matches Master
PP:
BUA Permitted (Master): sf
BUA Proposed (Offsite): sf

PARAMOUNTE
" C3 1 N e F R I N G, 1 P4 C.
5 9 1 1 O L E A N D E R D R I V E S U I T E 2 0 1
W I L M I N G T O N N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F}
L E T T E R O F T R A N S M I T T A L
To:
NCDENR
Date
1 5/16/16
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re:
Figure Eight Island Club
Attn:
Project No.
I 15191.PE
e are sendin :
® Originals
® Prints
❑
Shop Drawings
® Calculations
❑ Correspondence
® Plans
❑
Specifications
® Other as listed below
he follonin items:
Quantity
Date
Dwg. No.
Description
2
5/12/16
24"x 36" Design Documents
2
2/ 15/ 16
]worm SWU-101 (1 original, 1 copy)
1
5/12/16
Dorm SW-401 (Infiltration Basin Supplement)
l
2/15/16
Operation & Maintenance :agreement
1
5/16/16
Check #937=4 for application fee ($505)
1
5/12/16
Stormwater Narrative & Calculations
Issue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your lase ❑ For Review and Comment ❑,Approved as Noted ❑ See Remarks
etion Taken: ❑ No l-xceptions Taken ❑ Make Corrections Noted ❑ A rend & Resubmit
❑ Rejected - See Remarks ❑ .Approved as Submitted ❑ Other
Remarks:
Cc: Signed: j'V sly, :/'
Gretchen Merix

Casmer, Jo
From: Casmer, Jo
Sent: Wednesday, May 25, 2016 11:24 AM
To: '[e-mail]'; rballand
Subject: Figure Eight -Bridge Road Realignment and Tennis Courts; Stormwater Permit SW8 160512
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Permit Application and $505.00 fee on May 23, 2016. The project has been assigned to
Kelly Johnson and you will be notified if additional information is needed. Please be advised that the construction
of built -upon area may not commence until the Stormwater Permit is issued.
Jo Casmer
Administrative Assistant for DEMLRIStormwater Section
North Carolina Department of Environmental Quality
Department of Environmental Assistance & Customer Service
910 796-7336 office
910 350-2004 fax
io.casmeroncdenr.gov
127 Cardinal Drive Extension
Wilmington, NC 28405
rM. --: 'Nothl:ng Compares.-1.`
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

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Permit Class
NEW
Permit Number
124-15
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission ���
'%A4& 1permtt NOV 18 2015
for
X Major Development in an Area of Environme ill oncemn
pursuant to NCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
Issued to Figure Eight Island Club, Inc., 15 Bridge Road, Wilmington, NC 28405
Authorizing development in New Hanover County at adi. to Middle Sound, 15 Bridge Road,
Wilmington , as requested in the permittee's application dated 8/17/15, Incl. attached___
workplan drawing (1), 5 of 5 dated revised 11 /2/ 15.
This permit, issued on November 12, 2015 _ , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Upland Development
1) Unless specifically altered herein, this permit authorizes the land disturbing activities associated with
the development of the above referenced property, including the road realignment and parking,
sidewalks, tennis courts & infiltration basins, all as expressly and specifically set forth in the attached
permit application and workplan drawing. Any additional land disturbing activities and/or
construction may require a modification of this permit. Contact a Division of Coastal Management
representative at [phone] for this determination.
(See attached sheet for Additional Conditions)
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2018
In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DEQ and the
Chairman of the Coastal Resources Commission.
i-&C' Braxton . Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Iermittee

Figure Eight Island Club, Inc.
ADDITIONAL CONDITIONS
Permit No. 124-15
Page 2 of 2
3) Any development or land disturbing activity that is considered non -water dependent is not authorized
within 30 feet of the normal high water level unless specifically exempted by Coastal Resource
Commission (CRC) regulations in place at the time of such development.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environmental Quality, hand Quality Section, 127 Cardinal Drive
Extension, Wilmington, NC 28405.
4) In order to protect water quality, runoff from the construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
5) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
Stormwater Management
6) A stormwater management permit from the Division of Energy, Mineral and Land Resources will be
required for the authorized project. A copy of the stormwater management approval shall be obtained
and a copy provided to the Division of Coastal Management prior to the initiation of any development
activities authorized by this permit.
General
7) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
8) No excavation or filling of any open water area or vegetated wetlands is authorized by this permit.
NOTE: Permittee is advised that if the parking lot, infiltration basin, or any other sources
of pollution are located within 100' of the existing well, the well will not be allowed as a public
water supply source. Contact the Division of Water Resources, Public Water Supply Section, at
[phone] for additional information.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination.
NOTE: An application processing fee of $400 was received by DCM for this project.

North Carolina Department of Environment and Natural Resource
Pat McCrory Donald R. van der Vaart
Governor Secretary
**SEE NEW 66RETURN TO" C0KTAC77 ilVFO**
September 10, 2015
� �` R'
MEMORANDUM: "
;11��4, I 201
5 If!
TO: Georgette Scott}}}3
Stormwater Section
DEMLR - WiRO
FROM: Heather Coats, NC DENR-DCM Assistant Major Permits Coordinator
?127 Cardinal Drive Ext., Wilmington, NC 28405 heather.coatsta'�ncdenr gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA 1 Dredge & Fill Permit Application Review
Applicant: Figure "8" Island Club, Inc. c/o Christopher Loutit
Project Location: 15 Bridge Rd., adjacent to Banks Channel & Middle Sound,
In Wilmington, New Hanover County
Proposed Project: to relocate existing tennis courts and a section of the main access road along the
causeway
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by October 3, 2015. If you
have any questions regarding the proposed project, contact Robb Mairs at
[phone] when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached. /t/e,�;, 4 S Wr-m�-
This agency objects to the project for reasons described in the attached comments.
,4 .
SIGNED i�y , Z649V DATE I t — 201 S
N.C.-Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Fam4l nnnnItinity 1 Affirmafivp Ar:tinn Fmnlnvpr

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Figure "8" Island Club, Inc. c/o Christopher Loutit
2. LOCATION OF PROJECT SITE: Site is located at 15 Bridge Road adjacent to Banks Channel and
Middle Sound on Figure Eight Island, New Hanover County.
Photo Index — 2006:,24-7407,N-X, 8-10 2000: 24-312,A-X, 15-16 1995: 24-293,A=L, 5-7
State Plane Coordinates - X: 2376271 Y: 192609
Lat: 34°27'27.81 "N Long: 77°75'46.54"W
3. INVESTIGATION TYPE: CAMAI D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 5/28/15
• Was Applicant Present -- No
5. PROCESSING PROCEDURE: Application Received — 8/18115 (complete)
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan-- Wilmington - New Hanover County
Land Classification From LUP — Residential, Conservation
(B). AEC(s) Involved: ES (ORW)
(C) Water Dependent: No
(D) Intended Use: Private'
(E) Wastewater Treatment: Existing- Septic System
Planned- NIA
(F) Type of Structures: Existing- Access roadway within causeway, clubhouse, parking areas,
tennis courts, boat -ramp, open water marina and timber bulkhead
Planned- Relocate portions of roadway and tennis courts
(G) Estimated Annual Rate of Erosion: NIA
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands (Open
Water)
`
(C) Other - Highground disturbance
13.0,680 sq. ft.
(D) Total Area Disturbed: 130,680 sq. ft. (3.04 acres)
(E) Primary Nursery Area: Yes (adjacent)
(F) Water Classification: SA-ORW Open: Yes
8. PROJECT SUMMARY: The applicant proposes to relocate existing tennis courts and a section of the
main access road along causeway.

Figure "8" Island Club, Inc.
Page 2
PROJECT DESCRIPTION
The project site is located at 15 Bridge Road on Figure Eight Island, adjacent to Banks Channel and Middle
Sound, in New Hanover County. To locate the project site from Market Street (U.S. Highway 17) turn onto
Porter's Neck Road and travel northeast approximately 1.5 miles. Turn right onto Edgewater.Club Road (SR
1402) and travel east approximately 1.5 miles until you reach the Figure "8" Island guard gate, Once you get
clearance, the island is accessed from the mainland at the end of Edgewater Club Road, by private bridge over
the Atlantic Intracoastal Wate►way (AIWW). The project site includes an earthen causeway, which traverses
Middle Sound. Continue to travel east for. approximately 0.5 miles until you reach the eastern end of the
project site, which will be located on your left. Existing structures on the eastern end of the project site
includes a yacht clubhouse, associated parking, pool, tennis courts, open water marina, timber bulkhead and
boat -ramp.
The project site is approximately 24 acres and approximately 6 feet to 7 feet above normal high-water (NHW),
which is vegetated primarily with Wax Myrtles, Cedar Trees, native grasses and ornamental landscaping., The
project site has approximately 7,564 feet of shoreline frontage along. Banks Channel to the south and Middle
Sound to the north, which is stabilized by vegetation along the causeway and by a timber bulkhead adjacent to
the yacht clubhouse. Located waterward of the highground is an area of coastal wetlands consisting primarily
of Salt Meadow Grass. (Spartina patens) and Smooth Cordgrass (Spartina aitemiflora) ' ranging from
approximately 40 feet to 200 feet in width (See sheets 1.°through.3 of 5 and Project Narrative).
The Wilmington -New Hanover County 2006 Land Use Update Plan classifies adjacent waters and high ground
portion of the property as Conservation. The waters 'of Banks Channel and Middle Sound are classified SA-
ORW by the Division of Water Resources. They are designated as a Primary Nursery Area (PNA) by the N.C.
Division of Marine Fisheries and they are OPEN to the harvest of shellfish.
PROPOSED PROJECT
The applicant proposes to relocate existing tennis courts and a section of the main access road along
causeway. The applicant states that in order to. relocate the existing tennis courts, an approximately 370 foot
section of the roadway along the causeway (Bridge Road) would be realigned from the center portion of the
causeway to the southern portion of the causeway: Three (3) new clay tennis courts along with associated
sidewalks, 12 parking. spaces and stormwater.infiltration basins would be constructed. The application states
that the existing clay tennis courts would remain (See sheets 1 through 5 of 5 and Project Narrative).
10. ANTICIPATED IMPACTS
The proposed development would impact appiroximately 130,680 sq, ft. of highground area within the. 575'
ORW-Coastal Shorelines Area of Environmental Concern. The application indicates that a total of
approximately 19.8% of the SA-ORW shoreline would be covered by the existing and proposed built upon area
and would be located greater than 30 feet landward of the NHW line.
Submitted by: Robb Mairs Date; September 8, 2015 Office: Wilmington

Project Narrative
CAMA Major Permit Application
September 10, 2015
Figure Eight Island Yacht Club
Figure Eight Island, New Hanover County, North Carolina
Figure Eight Island Club Inc., Applicant
Purpose
Construction and development of Figure Eight Island Yacht Club amenities began in the late
seventies/early eightie.s.'The Club has been undergoing continual growth and changes and
constantly evaluates opportunities for expansion with achievable permit expectations. The design
intent and main objective of the proposed permit request is to provide expansion opportunities
directly adjacent -to the western boundary of the Figure Eight Island Yacht Club, primarily adjacent
to the main pool area. To achieve this, relocation of the existing tennis courts and realignment of
the main access road would be required. We believe this proposal is achievable based upon the
design team's evaluation of existing conditions and current regulatory setbacks and requirements.
Existing Conditions
The Club sits on the causeway to Figure Eight Island on a parcel totaling 23.99 acres as measured
from mean high water (New Hanover County parcel R04500-005-001-000,15 Bridge Road),
Middle Sound abuts the parcel to the north and south, and the Atlantic Intracoastal Waterway abuts
the parcel to the west, Middle Sound is classified as Outstanding Resource Waters (ORW) by the
NC Environmental Management Commission, and, the entire parcel is located within the 575'
Coastal Shoreline AEC. Beach Road, which provides access from the bridge to Figure Eight
Island, is located within the parcel. The parcel also contains various buried utilities, two production
wells, a gravel access to a boat launch area, the club and its associated amenities, The parcel is
largely landscaped with grasses and ornamental shrubs, excepting a coastal wetland fringe along
Middle Sound and the AIWW. There are no current stormwater management features on the
property,- presumably due to development preceeding the state's coastal stormwater regulations.
Proposed Work
This application requests upland work in the Coastal Shoreline AEC to allow for relocation of the
CAM_ A Major Permit application, Figure Eight Island Yacht Club t)cim kNIIL MING-1"ON, i' C
Project Narrative, September 2015

t !
tennis courts west of their current location, Relocation of the courts will allow for potential future
expansion of the clubhouse, although the existing tennis courts will remain until that time. In order
to place new tennis courts in the proposed location, an approximately 370 foot section of Bridge
Road will be realigned. Twelve parking spaces with one handicap space, will be provided at the
tennis courts along with sidewalk access from the parking area. -Stormwater run off from the new
impervious area and realigned road will be collected in vegetative swales and discharged into an
infiltration basin. Grading for the proposed courts,- roadwork and stormwater management will
disturb a 3.04 acre area, Stormwater and sedimentation and erosion control permits applications
will be submitted to the NCDENR by Paramounte Engineering, Wilmington, NC, for review
concurrent with this NC CAMA application.
r
CiEiV
1
SEP g 0 205
CAMA Major Permit application, Figure Eight Island Yacht Club
Project Narrative, September 2015
2

�'
aa F Iyy
� �`
m
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
Prima A lrcan 1"cinclowner
9 Pp
ry
lr►formatlon
..
z.E
Business Name
Protect Name (if applicable)
Figure Eight Island Club Inc.
Figure Eight Island Yacht Club - Tennis Court & Road -
Relocation
Applicant 1: First Name
MI
Last Name
c/o Mr. Christopher
Loutit (President)
Applicant 2: First Name
MI
Last Name
if additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box City
State
15 Bridge Road
Wilmington
NC
ZIP
Country
Phone No.
FAX No.
28405
USA
910 - 524 - 9176 ext.
- -
i
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2 Agent/Contracfor Iriformat►onfi
Business Name
Land Management Group Inc
Agent/ Contractor 1: First Name
MI
Last Name
Steve
Morrison
Agent/ Contractor 2: First Name
MI
Last Name
Laura
Stasavich
Mailing Address
PO Box
City
State
3805 Wrightsville Ave., Suite 15
Wilmington
NC
ZIP
Phone No, 1
Phone No. 2
28403
910 - 452 - 0001
ext. 1903
910 - 452 - 0001
ext. 1906
FAX No.
Contractor#
910 452 0060
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]; Istasavich@lmgroup-net
,-'--C
<Form continues on back> DGM WILMING T GIN, NC
in e A nn�rr

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
3 Proiet:t Location
County (can be multiple)
dress
State Rd. #
New Hanover
=15Be Road
Subdivision Name
City
State
Zip
NIA
Wilmington/Figure Eight Island
NC
28405 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
NIA,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Middle Sound and AIWW
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ®Manmade ❑Unknown
Middle Sound and AIWW
e. Is proposed work within city limits or planning jurisdiction?
f. if applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑Na
work falls within.
New Hanover County
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
7,564 Ift along NHW
19.62 acres per GIS; 23.99 acres per survey
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NIA, I
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
6' to'7' ®NNW or ❑NWL
e. Vegetation on tract
Majority of upland is landscaped with some native dune grasses and shrubs. Typical salt marsh species along edge of
causeway.
f. Man-made features and uses now on tract
Existing road (Bridge Road); two wells; various utilities; Yacht Club with marina, clubhouse, pool, tennis courts and parking.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Mainly residential
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
R-20S-Residential
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a []Yes ❑No ®NA
National Register listed or eligible property?
4Form continues on next pages RECEIVED
DCM WILMINGTON. NC
2552-808-2803 :. 11-898-43tCOAST

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
m. (1) Are there wetlands on the site? ®Yes ❑No
(H) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Existing clubhouse on parcel uses existing on -site wastetreatment system.
o. Describe existing drinking water supply source.
Local community water system with production wells and treatment.
p. Describe existing storm water management or treatment systems.
No existing stormwater treatment on site (development likely pre -dated state coastal stormwater regulations)
�5 Actrwi►es and Impacts � _ �f " _ �' ;
a. Will the project be for commercial public, or private use?L ❑Commercial ❑Public[Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Relocation of the existing tennis courts and realignment of a section of Bridge Road will allow for future expansion of the
clubhouse and associated amenities. Use of the relocated tennis courts will continue to be by club members and guests.
Use of Bridge Road will be by residents and guests of the island.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Standard construction methods and equipment for minor grading and road construction. Equipment can be stored on upland
portions of the parcel and in the existing club parking lot.
d. List all development activities you propose.
Relocation of tennis courts; realignment of a section of Bridge Road; construction of twelve parking spaces with 1 handicap
space; construction of new stormwater treatment features.
n
e. Are the proposed activities maintenance of an existing project, new work, or both? Both -relocation of existing features,
new stormwater treatment.
f. What is the approximate total disturbed land area resulting from the proposed project? 3.04 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No direct discharges to waters of the state are planned. A stormwater management plan for the proposed work will be
submitted to the NCDENR by Paramounte Engineering.
L Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No ®NA
j. Is there any mitigation proposed? []Yes []No ®NA
If yes, attach a mitigation proposal.
<Form continues on backs
RECEIVED
DCM WILMINGTON, NC
252-309-2608 1.888-4RCOAST ;: www-nccoa3sta l-management.ne!t

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
B Addrtroiaallnformation
ln`addrtiort to thrs'completed appfrcat�on form (MP-1 j the foliowrng items below,•if applicable must be submitted m order for the application
;package to be coMplate 41ems.0) — (t) are always applicable to any major "rleyelopment application Please consult the appllcafron
.=rnstructron booklet on how. to propeily prepare the regwred items below r , .
a. A project narrative.
b, An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Nanie Paul and Virginia Horning "Phone`No
e F
Address 134-Spnrig Creek an WiImingtori NC 26411'=' x
Name Figure 8 Beach Homeowners Association Phone No.
Address 15 Bridge Road, Wilmington, NC 28405
Name T hone No
�.F p {
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Unknown
h, Signed consultant or agent authorization form, if applicable.
1. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. ,(Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7 5 Certrficaon and `Permission to Enifer on Land .
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project:
further certify that the information provided in this application is truthful to the best of my knowledge.
Date ��/ r Print Name Land Management Group, Inc (agent)
Signature 'T 1-4*144,
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
RECEIVED
DCM WILMINGTON, NC
��jr, •� � 7jYl�
252-808-2808 -. 1-888-491r®AST :. vuw►uv.nccoastailmanagement.nat

Form ®CM MP-3
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
i y
s
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. I bd; d
No new buildings or structures.
C. Density (give the number of residential units'and the units per
acre).
NIA
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.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes []NO ❑NA
(ii) If yes, fist the date submitted: To be submitted concurrent
with this CAMA Major Permit application by Paramounte
Engineering.
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
19.8 % of AEC or parcel (all of parcel is in AEC)
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
19.8% of parcel (all of parcel is in AEC)
j. Describe proposed method of sewage disposal.
No new waste treatment is needed for relocation of tennis
courts and roads- will use existing facilities at
clubhouse.
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industriall
commercial effluent, "wash down" and residential discharges).
No direct discharges to waters of the state are proposed
existing parce - no su iv. sion, propose
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
3.04 acres total; minor upland excavation for infiltration
basins with material used onsite. .
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt for road and parking. Clay for tennis courts and
concrete for surrounding sidewalks.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ❑No ❑NA
(ii) If yes, list the date submitted: To be submitted
concurrent with this CAMA Major Permit application by
Paramounte Engineering.
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation. RECEIVED
DCM WILMINGTON, NC
N 18 201
252-808-28082 :: 1-8884RCC ST :: WWW.ncc02Stg1 naraagieMent.nett revised: 12120106

Form 0CM MP-3 (Upoand Deveiop en't, Page 2 ®42)
m. Describe proposed drinking water supply source (e.g., well, n, (i) Will water be impounded?-"' ❑Yes NNo DNA
community, public system, etc.)
(ii) if yes, how many acres? NIA
Ex. community water supply - well and treatment system.
o. When was the lot(s) platted and recorded?
Prior to August 1, 1983
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes NNo ❑NA
262-606-2803 :: 1.838-4RCOAST :: %v wwr.nccgnst;0rnan2qg¢soenUL8t
RECEIVED
DCM WILMINGTON, NC
AUG 18 2ul
revised:/2126106

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Scotts Hill and Hampstead USGS Topographic Quads. 0 500 100 RECEI
New Hanover County GIS. N, NC
AkL Project: CAMA Major permit Application Date: 7/23/2015 Revision Date:
LMG 15 Bridge Road, Figure Eight Island Club, Inc.
1ANOMANAGEWNTGROUP ac Middle Sound, New Hanover, NC scale:Job Number:
11" = 1000' 02--14173C
Eaviroomenral consmanrs
3805 Wrightsville Ave., Suite 15 Title: Drawn By: Figure:
Wilmington, Norih Carolina 28403 Vicinity Map t MG 1 of 5
Telephone: M-452.OW1

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