SW8971223_HISTORICAL FILE_20210209

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2021 \209
YYYYMMDD

If
i

Non -Transfer Application Completeness Review Checklist
Project Name: �AAQaoOIL VILL.AC.4G EAST &54Si, >
Project County/Location: 'BQ0043kAt C.IL /-T3t-I I
Permit Action: New New Permit #':
Not located in the ETJ of the following delegated
Delivered to WIRO:
Received/Accepted Date:
Given to Admin:
Acknowledged Date':
11,/30 42�
11 130 /20 ZI
and functioning programs:
NHC: Carolina Beach / Kure Beach / Wilmington / Wrightsville Beach
Bruns: Leland / Navassa (?) / Oak Island
Cart: Emerald Isle Onsl: Jacksonville Pend: Surf City
Major Mod / Minor Mod new ©Existing Permit #: SLJ$ 9 7 /Z Z 3
Applicant & Permittee are the same?3 Expiration Date°: I I G /2oZI
Permit Type: HD / LID / LD Overall / D &LD Combo
General Permit / Offsite / Exempt + Redevelopment E�Offsite to SW8:
Development Type: Commercial iden / Other ElIsOffsite Lot approved in Master Permit?s
Subdivided?: ubdivision or Single Lot
Rule(s): u2017 Coastal u2008 Coastal
u199S Coastal
EJPhase II
Universal
F-11988
Coastal
Permittee Type & Documents Needed:
Property Owner(s)
Purchaser
E3Lessee
CIHOA
EDDeveloper
F-JV
Viable?
Viable?
Viable?
Viable?
QDeed
Qpurchase Agmt
QLease
QElection Minutes
Paperwork
®Application
®Fee: ®$505 (within 6mo) Check#(s): d / �No Fee
Supplement' (1 new form or for older forms: 1 original per SCM)
F-1O&M 2
Soils Report (Infil or PP)
Calculations (signed/sealed)
Deed Restrictions, if subdivided'
Project Narrative
FTSGS Map (or or file?) Subject to SA?: Y / N Subject to ORW?: Y / N
Plans (2 Sets)
NOTES:
'Enter BIMS Acknowledged Date on this Sheet
2For New Projects -Enter New Permit # on Supplements & Deed Restriction Templates.
3 If permittee is different, STOP. Needs to be transferred first.
"If w/in 6 months and they are requesting a mod, STOP. Needs a renewal first.
slf Lot not approved in master permit, STOP. Master permit needs mod.
EMAILED ENGINEER DATE:
REVIEWER NAME: AAC%I
Comments:
G:WQ\\\Reference Library\Procedures\Checklists\Completeness Review Checklist_2022 09 08

Bruce Marek, P.E.
5489 Eastwind Rd
Wilmington, NC 28403
910-799-9245, cell 910-228-2484
11-28-21
NCDEQ DEMLR STORMWATER
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Stormwater Permit Renewal Narrative: SW8-971223 Mod Harbour Village East Basin Lots - Bald Head
Island, NC; Bald Head Island Limited LLC
Bald Head Island Limited LLC has asked me to submit for renewal of SW8-971223 Mod, Harbour Village
East Basin Lots, which is a hybrid Low Density & High Density permit first permitted by Klein Engineering
in 1997. It, along with SW8-970625 North Bulkhead Lots, replaced SW8-960102 Harbor Village Phase I.
The permit area encompasses the Keelson Row area to the east of the Bald Head Island Marina
Bulkhead and over to Bald Head Creek, and also Windward Court, Leeward Court and Tanbark Court,
to the east/northeast of the Bald Head Marina. The development had its beginnings, pre- 1988
Stormwater Division Existence, as CAMA Major Permit 191-86 as a then Low -Density Development.
This permit pre -dates my involvement with on island permits. While still not totally built out for
impervious, according to the late Ed Brooks of CAMA, one of the houses along Keelson
Row/Windward Court added a crofter that busted the then CAMA Lot Density Limit. That led
presumably to the 1996 SW8-960102 Permit, which sparked homeowner lawsuits because of the
proposed wet detention pond location in the Bald Head Creek Marsh triangle between Windward
Court & Leeward Court. This, I was told, had to do with views of the creek. SW8-971223 corrected that
by locating the wet pond at its present location on what has been called at various times "The Tent
Site" / "QM" or "Quartermaster Row" / 'Marina Park".
The SW8-971223 Mod Wet Pond is one of only two Bald Head Island Limited LLC wet detention ponds
on Bald Head Island. The permit is hybrid Low Density in that the rear/Creekside portions of the lots
along Keelson Row, Leeward Court, Windward Court and Tanbark Court are considered Low Density,
with no designated treatment. See included reduced sized drawing of SWI, seal date 10-16-07; stamp
approval date 1 1-6-07 for both the graphical and tabular listing of amounts of built upon area allowed
on each "HV Lot" (Harbor Village), as total impervious and also to the pond through Stormwater piping
in the roads, and also "To Low Density". I do not appear to have pdf's of the 24"x36" wet detention
pond/project details. I have previously certified the pond "As-Builts".
I have tried to check on the NC DEQ DEMLR Stormwater Permit Site for this permit's renewal date. I do
not appear to have a password/access, so could not verify, as the date that I have is from prior to any
State Sessions Law #2009-406 extension. .` �N CARO ,
Included is my check #1659 for the $505 renewal fee. . �•i�o N,y�:y -;
SEAL
= 15684
�'•• r:
Bruce Marek, P.E.lgEs`�P
cc. Charles A. Paul, III, Bald Head Island Limited LLC: CEO/Registered gent/Manager
Jerry Biggs, Bald Head Island Limited LLC Planning Dept.
SW8-971223 Harbour Village East Basin Lots Bill Permit Renewal Narrative — BMPE 11-28-21

Manager Manager Manager
Shirley A Mayfield C Grant Mitchell MARK D MITCHELL
PO Box 3069 2700 Technology Forest, Suite 260 P.O. Box 3069
Bald Head Island NC 28461 The Woodlands TX 77381 Bald Head Island NC 28461
Manager Member
Michael K. Mitchell Mitchell Island Investments, Inc.
P.O. Box 3069 2700 Technology Forest, Suite 260
Bald Head Island NC 28461 The Woodlands TX 77381
Manager
Charles A. Paul , III
PO Box 3069
Bald Head Island NC 28461-7000
Manager
Spiros N Vassilakis
2700 Technology Forest, Suite 260
The Woodlands TX 77381
Np�3�?o21

2007 MODIFICATION/UPDATE'
'2007 MODIFICATION/UIDDATE,
2007 MODIFICATION /UPDATE
SWS -971223 MOD OCT. 16,2007
SW&971223 MOD OCT. 16.2007
SW&971223 MOD OCT. 16.2007
DRAINAGEAREA#I: SCWATERS
DRAINAGE AREA
02: SA WATERS
TOTAL PROJECT
IMPERVIOUSAREA
IMPERVIOUS AREA
IMPERVIOUS AREA
OKS L LOT GUA 120274SF 2J6 AC
ONSITELOTSUA
29230 SF 0.67AC
O"ITE LOT RUA 149S414 SF 343AC
ON-SSTE PAVEMENT S3143SF 1.22 AC
O.O. STREETS
OSF 000AC
0.4,Tf STREETS 5iII3SF 1.22 AC
O"ITEPARKING 17000SIF 0.39 AC
ONsrtE PARKING
OSF o'wAc
O"mPARKNG 170O0 SF 0,39 AC
CN CSIDEWALKS 130" SF 0.30 AC
O"mr SIDEWALKS
OSF O.W AC
O"ri,ESIDEWALKS 13068 SF 0.30AC
ONLON"OISLAND
OTNERONm OSF O.WAC
OTNERON�
OSF O.W AC
OTHER O"m 0 S 0,00 AC
pLARN DART.
OF Ao'c OSF o'w AC
orr4irc
OSF OWAC
DFT9nE OSF 0,00 AC
IMPERVIOUS (O*x,++4 1) M3485 SF 4,67 AC
TOTALIMPERVIOUS
29230 SF 0.67 AC
IMPCRViOUSK)ftm4AI) 23271SSF 5,34AC
AREA (ORM + U AC) 303613 SF 6,97 AC
TOTALAREA
133745SF 3.OYAC
AREA (OP. ..32 AC) 437358 SF 100AAC
IMP -A 67.0%
IMP K NGcrM
K 2118%
IMP % 532%
2007 EXISTING CONDITIONS
ORIGINAL PERMIT
ORIGINAL
PERMIT
ORIGINAL PERMIT
SWS-971223MOD
AUGUST7,2007
SWS-971223 JUNE2,1998
SWS-971223
JUNE2,1998
SW"71223 JUNE2,19943
P+O+ BoM PE
x 3069
TOTAL PROJECT
DRAINAGE AREA # I: SC WATERS
DRAINAGE AREA
#2: SA WATERS
TOTALPROJECT
DAM HEAD 4uWO,
IMPERVIOUg
AREA
IMPERVIOUSAREA
IMPERVIOUS AREA
IMPERVIOUS AREA
NORTH cA*CvUmA
O"ID: LOT RUA
55067 SF 1.68 AC
G"� LOT SUA $5557SF I 63AC
OffwcLOT SUA
29280SF 0+67 AC
O"ITe BUILDINGS 11,1711,11 SF 2�AC
28491
TARSITE INAEUGEULDGS
7433 SF
MARINAEMESLDGS 15�17SF
ON� STREETS
OSF O.WAC
ONSINE PAVEMENT 57128 SP 1+31 AC
[phone]
TENT
ON PAVEMENT
10"OSF
52241 SF 1,20AC
ONSnt PAVEMENT $71 ZIS SF I .31 AC
ON PARKING
OSF O.00AC
ONSfIEPARKING OSF 000 AC
REVISION DATES
ON66x PARKING
16022 SF 0.37AC
OR t PARKING OSF 000 AC
ONSOtSIDEWALKS
OSF OOOAC
ON*,,9 SIDEWALKS 10679 SF 025 AC
ONSITE SIDEWALKS
12632SF 0.29 AC
ORgm SIDEWALKS 10679 SF 025AC
OrHERO"nL
OSF O,W AC
OTHER ON (FOI o 4eOOO SF IAOAC
9-252007
OTHER ON Tg
OSF O.W AC
OTNEN 0N6n6 ~UA0 46000 SF I+IOAC
OffSTc
QSF 0.40 AC
MARIN41MOEBLOGS 15337SF DW AC
I AWWCOWR
IMPERVIOUS
154075 SF 354AC
TOTALIMPERVIOUS IS6701SF 4-29 AC
TOTAL IMPERVIOUS
20M SF 067AC
TOTALIMPERVIOUS 215932SF 4.96 AC
BLEGEND
AREA (0" ..32 AC)
437342 SF I G" AC
TOTALAREA 280674 SF C65AC
TOTALAREA
133729 Sf, 307AC
TOTAL AREA 423403 SF 9,72AC
IMP%
35.3%
IMP% 64.4%
IMP%
Zia%
IMP% 81.0%
2 10162007
LOT LABELING
BALD HEAD ISLAND MARNA Ca
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NV45
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AREAS
06 ao 0
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3
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V4 f
HV*)
Offs
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HVV7 "VOW
NEW AREA 92
N A.
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NOTE:QM4ISCONTAINED
Tilv" *m
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— — — — - — — -- —
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HV2'0
HY19A
vffrpomo V' 4 ANy,
IV % HVt7A
HV714 Nvfe.
:.A "A '�R A --------- --
NEW AREA *I
2531 S, - 01" c
NOTE: THIS AREA
OM, "VI So "v $ SA V, $A f
PARTOFQMI
HIGH DfmS(iY
PROJECT AREA y WETLANDS
YV LOW DaNSITY SAWNEADCREEK
PROJECTAREA 18 4
MEANHIGHWATER
11
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sw

Coastal Management
ENVIRONMENTAL OIIALRv
March 7, 2018
Bald Head Limited, LLC Permit Refinement State Permit No.191-86
c/o Bruce Marek
P.O. Box 3069
Bald Head Island, NC 28461
Dear Mr. Marek:
ROY COOPER
Gavanor
MICHAEL S. REGAN
Mary
BRAXTON C. DAVIS
DVeMr
This correspondence is with reference to the request you submitted to modify State Permit No.191-86, which was
originally issued to Bald Head Island Limited on September 24, 1986, for the development of the Harbour Village
Area adjacent to the marina on Bald Head Island. This permit has been continually renewed and modified. The
permit was last modified on January 12, 2018 for a new 22 linear ft. section of bulkhead behind lot HV 86. The
most recent renewal was issued on December 13, 2017. State Permit No. 191-86 is due to expire on December
31. 2019.
The action proposed in your submittal consists of the construction of 102 linear ft. of 6 ft. wide wooden slatted
walkway along Keelson Row, landward of the existing bulkhead and within 30 ft. of Normal High Water (NHW) as
shown on the attached plan dated received on March 6, 2018. The new walkway will connect to the previously
permitted raised deck extension waterward of the sail shop and extend to the east via egress stairs approximately
80 ft. before turning to the south extending another 22 ft. to connect to an existing concrete sidewalk. The proposal
also consists of a request for seasonal table and chairs landward of the new walkway. Please note that only free-
standing removable drip through tables are authorized within 30 ft. of NHW.
Upon review of the information provided, the Division of Coastal Management has determined that the proposed
action continues to be consistent with existing State rules and regulations and is in keeping with the original
purpose and intent of the permit. I hereby submit this Letter of Refinement authorizing the modification of State
Permit #191-86, as described in your request dated March 5, 2018. By copy of this letter we are notifying the US
Army Corps of Engineers and the Division of Water Resources of our action. Please note this refinement does
not alleviate the need to obtain any other local, state or federal permits.
Sincerely,
Debra D. Wilson, District Manager
Enclosures
Tm/Dw
cc: Wilmington Files
Chad Coburn, DWR
Village of Bald Head Island
RECEIVED
MAR 0 7 20%
NCDEQ
WILMINOTON RO
Tyler Crumbley, USACE
Georgette Scott, DEMLR
State of North Caroltm I Environmemal Quality I Coastal Mamgem t
Wilmington Office 1127,Cardlnal Drive Extenstom I Wilmington. North Carolina 28405
9107967215

Bruce Marek, F.E:
5489 Eastwind Rd
Wilmington, NC 28403
910-7"-9245
March 5, 2018
Ms. Tara MacPherson
NCDEQ.Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Letter of Refinement Request for CAMA Permit # 191-86 Harbour Village Development for The Sail
Shop/Will O' the Wisp, Lot 1 Revised, 96/102 Keelson Row, Bald Head Island, NC
Dear Ms. MacPherson,
Included are 5 color copies of f f "07 drawing CAfvtA-f seaf dated 3-548 for the addition of appi02 If
of 6' wide wood walk (shown in red) within the 30' Bald Head Island Marina Buffer AEC, along with life
safety egress stairs down from The Sail Shop. We have been previously approved (shown in green) by
LOR dated 2-15-16 to continue/extend the existing waterside raised deck over the concrete marina
bulkhead cap.
The intent is to have the parallel to the marina portion of the wood marina walk to be appx 3'
landward of the landward side of the bulkhead cap, and the north edge of the perpendicular wood
marina walk a minimum of 10' south of the A -Dock Electrical panels/kiosk structure. The perpendicular
portion to flush into the existing Keelson Row sidewalk. The perpendicular portion to be slightly sloped,
at no greater than handicap 1:12. The intent is to have a rail along the west (marina) side and the
north (electrical panel) side. To complete the existing marina corner look carried from along the
barge landing, across MOJO's, and continuing along the marina side of the Will O' the Wisp, we
request the west rail edge to include rail seat, either full length or intermittent. A picture of Will O' the
Wisp is shown on my drawing.
Construction to be preservative treated soufhem yeffow pine lumber (PTSYPJ, ground contact or
better, with corrosion resistant fasteners. Rail wire to be type 304 stainless steel or better.' Pile/posts to
be 44, 46 or 6x6 (nominal) with 4.5' embedment. Structure design to be similar to that of my Deep
Point B Dock handicap ramp, B-C observation deck & C-Dock.stairs. A separate structural drawing will
be submitted to the Village of Bad Head Island Building Inspector for the construction permit. A top of
stair landing will be required for code compliant stair. I am showing this as appx 4.' of length. The
raised deck is appx 63" above the bulkhead cap/grade. oft.
A final requesf is for seasonal lables/choirs in this newly created area.
If you have any questions and/or comments, please call me at 910-799-9245 or send me an e-mail.
Also, if you could e-mail me a copy of the LOR when it is ready, I would appreciate it. Thanking you in
advance for kind attention to this matter.
Respectfully,
Bruce Marek, P.E.
cc: Bill Mack, BHI Planning & Development Dept.
cc: The Sail Shop
FITH
90� ;
m : 1 sfq, �'/r

UUUUL LAKII-i VILW OF WILL U IHL WIUI 6C
"THE SAIL SHOP", LOT 1 REVISED
BRUNSCO CIS HAS ENTRE LOT LISTED AS
102 KEELSON WAY, ALTHOUGH "THE SAIL SHOP"
STILL CARRIES 96 ON ITS ADDRESS POST.
"S" DOCK
20' SLIPS
r
TRASH
BINS
TYP RAIL DETAIL AT SOUTH SIDE OF "THE
SAIL SHOP" HANDICAP ACCESS RAMP,
SHOWING STAINLESS STEEL RAIL COURSES.
RAIL SEAT CAN BE SEEN TO RIGHT OF THE
MARINA SIDE OF THE WILL 0' THE WISP
THIS LETTER OF REFINEMENT REQUEST:
1. APPX 102 LF 6' WIDE WOOD BOARDWALK
IN 30' AEC MARINA BUFFER,
2. ABOVE LENGTH INCLUDES 6' WIDE
EGRESS STAIRS FROM THE SAIL SHOP
3. STAIR LANDING TO ATTACH TO 2-15-16
LETTER OF REFINMEMENT APPROVED
RAISED DECK EXTENSION/CONTINUATION
4. MAX 6' WIDTH (IN CONJUNCTION WITH
BUILDING INSPECTOR)
5. SEASONAL TABI_FS/CHAIRS
BALD HEAD ISLAND MARINA CAMA 172-87
7 SC WATERS 18-88-3 F—
"T" DOCK
"The Sail Shop" and "Will 0' the Wisp" were originally permitted by LOR to CAMA 191-86 April 12, 2006 "A"
DECK RAMP Per 3/22/06 seal data drawing for 1800 sf impervious, and updated with May 2, 2006 LOR as included FLOATING DOCK A DOCK
in entire "Harbour Side at Keelson Row", C1 Drawing seal dated 4-20-06
3
- T
N24'06'537 197.88'BaP1x��°
—___
EXIST WOOD RAMP
0 0
Wll I p f —One
z
OE
P the WiISP
C
Exist "
om
Brick Tree —
_
— -_-- Pad
r
_v S29�17e'S3"W
FACE OF BULKHEAD tL
"R ay== R'=T�tt�i��— —� BACK OF BULKHEAD RUNS ALONG PL
---
I Sir
�j
.. F [] WPAD
SIDNALK
BRICK PARKING
0 '-EXISTING BENCHMARK
CB TMH TACK IN ROAD: 5.78' NAVD-88
KEELSON R O W ASPHALT PAVEMENT
PUBLIC RIGHT—OF—WAY
WIDTH VARIES
BIKE RACKL S29'06'53"W 197 88'
ES ELEC CONDUIT
PAD
J
Lq
L W
o� TnR'k!8'`�
FORMER
OSMH
FLO KAD
tStN10 MNttxn
GFeflt iF.K -,. SIIE
rgai
vest wn
VICINIIY MAP: BALD HEAD ISLAND
BRUNSWICK COUNTY, NO
Revision Dates
ISSUE
03-05-08
Revised per top of stair Rev 1
landing comments, 03-05-08
LOT 1 REVISED
102 KEELSON ROW
NOW OR FORMERLY
BALD HEAD ISLAND LIMITED, LLC
PARCEL ID No.260113113
DEED BOOK 1549 PAGE 87
MAP CABINET 89 PAGES 57 & 58
TOTAL NEW AREA LOT 1R:
4,683 SF / 0.107 Acre
VILLAGE ZONING PD3
Bruce Marek, P.E.
5489 Eostwind Rd Wilmington
North Carolina 28403
[phone]
e Sail Shop — 6' Wood Walk Addition
BALD HEAD ISLAND, NC
CAMA 191-86
CAMA-1
Letter of Refinement Dwg.

Lewis,Linda
From:
Lewis,Linda
Sent:
Friday, August 19, 2016 6:25 PM
To:
'Bruce Marek'
Subject:
RE: HV29
Thanks.
I read through the file and the permit in greater detail and discovered that the developer did not want
to try to put a deed restriction on the existing property. In the absence of a deed restriction, we (DEQ)
agreed to accept a BUA limitation based on the "building envelope" which was set by the lot setback
lines that were in effect in 1998.
However, the permit does require the permittee to convey that the building envelope (based on 1998
setbacks) is the maximum BUA limit for the lot, prior to the sale of the lot.
Based on the CAMA Major application for Loy HV29, it would appear that this requirement is being
met.
Linda
From: Bruce Marek [mailto:[e-mail]
Sent: Friday, August 19, 2016 5:16 PM
To: Lewis,Linda <[e-mail]>
Cc: [e-mail]
Subject: HV29
Linda,
Below is from Bald Head Island Limited, LLC's attorney, Jude Ward. As I suspected, based on CAMA Major Permit #191-
86, this was pre-stormwater, thus no DWQ deed restrictions regarding stormwater.
"I did some research into Limited's old files and the ROD with respect to stormwater covenants for HV29. The first plat
for this lot was recorded 06/26/1987 (Map Cabinet R, Page 365). Covenants governing the lots depicted on the plat were
recorded that same day (Book 697, Page 267). A replat of HV 29 and other lots was recorded 11/11/1987 (MC S, PG
142). The covenants applicable to the replat was recorded 02/26/1988 (BK 722, PG 952). Neither set of covenants
mentions anything about stormwater, BUA, etc. Although deed restrictions were recorded, there apparently were no
stormwater restrictions imposed on these lots, including HV29.
The covenants currently applicable to HV were recorded 06/06/1994 (BK 985, PG 384). These amended and restated
covenants supersede all prior covenants and restrictions, and are the only covenants (as further amended) governing
the HV lots depicted on the various plats and replats, including R/365 and S/142 where HV29 is found. Article VIII,
Section 10 of the current covenants sets forth maximum BUA for HV lots 40, 42, 44, 46, 48, 50, 52, 54, 56, 80, 81, 82, 84,
86, 88, 90, 92, 93, 94,96, 98, 100, 102, 104, 106, 107, 108, and 110. (HV29 is not one of them.) An amendment to the
current covenants was recorded 07/19/1994 (BK 991, PG 1022) to provide that Article VIII, Section 10 cannot be
amended, modified or rescinded without the approval of the State of NC, Division of Environmental Management.
Thereafter, covenant amendments establishing BUA limits were recorded for the following HV lots: 41, 43, 45, 47, 49,
51, 53 and 55 (BK 1185, PG 928; 11/25/1997; supersedes 1169/1129); 198 (BK 1286, PG 192; 03/11/1999); Row Boat

'i
Row lots (BK 1291, PG 1007; 04/01/1999; amended in 2000 at BK 1352, PG 298 and BK 1372, PG 273). HV29 was not
included in any of the amendments I found. "
Let me know your thoughts, but we have been staying current with the SW8-971223 permitted BUA through the ARB
and through the Building Inspector.
Bruce Marek, P.E.

Lewis,Linda
From:
Lewis, Li nda
Sent:
Wednesday, August 17, 2016 4:54 PM
To:
'Bruce Marek','Bruce Marek'
Cc:
'Chris McCall';'[e-mail]'
Subject:
SW8 971223 recorded deed restrictions??
Hey Bruce — I received a copy of a CAMA Major application for Lot #HV29 which is located at 29
Tanbark Court on BHI. It's one of the lots covered by SW8 971223 and it was assigned a maximum of
1815 sf of BUA under that permit. In order to make my comments to DCM on these individual lot
applications, I usually take the opportunity to check that the deed restrictions are recorded and a copy
is in the file, and that the lot is not exceeding its BUA limit.
My problem is that I am unable to locate a copy of the recorded document where the BUA limit for this
lot is set forth. The original recording is in DB 1353 at PG 404, but it only covered three larger tracts
of land. An amendment was required to be recorded as part of the November 2007 modification for
SW8 971223.
Can you please send me a copy of that recorded amendment?
Thanks.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
linda.lewisna ncdenr.00v
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28403
Nothing Compares.._
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Coastal Management
ENVIRONMENTAL QUALITY
August 12, 2016
TO:
Georgette Scott
Stormwater Section
DEMLR - WiRO
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
m iVE
AUG 12 2%
BY:—_.—.-------
BRAXTON DAVIS
Director
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatsd)ncdenr.00v
Fax: [phone] (Courier 0416-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Susan & Steve McCoy
} Project Location: 29 Tanbark Ct., adjacent to Bald Head Creek, on BHI, Brunswick Co.
Proposed Project: Construction of a single-family dwelling, with approx. 50 linear ft.
of retaining wall, resulting in the filling of coastal and §404 wetlands
Please indicate below your agency's position or viewpoint on the proposed project and
retum this form to Heather CoaWat the address above by September 3, 2016. If you have
any questions regarding the proposed project, contact Tara MacPherson at [phone] when
appropriate in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed. IC�- «o-e4
S(() 8 q 712 Z
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED(,46*& 1Gt/'4WL DATED 22-201(�2
Slate of Nonh Carolina I Environmental Quality I Coa W Management
127 Cardinal D&e Ext., Wilmington, NC 28405
910-796-7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Sharon and Steve McCoy
2, LOCATION OF PROJECT SITE: 29 Tanbark Court, Bald Head Island, NC
Photo Index - 2006: 1-6155, M-7, 8 2000: 1-8, L-8 1995: 1-8, M-4
State Plane Coordinates - X: 2304301 Y: 48387
Lat:33°52'43.74" N Long:77°59'50.86" W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit—6/28/16
Was Applicant Present —No
5. PROCESSING PROCEDURE: Application Received — 6/16/16 Complete- 8/1/16
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Bald Head Island
Land Classification From LUP — Conservation
(B) AEC(s) Involved: ES, CW, EW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment:Existing — None
Planned - None
(F) Type of Structures: Existing — Retaining wall
Planned —Single Family home with detached garage and associated retaining wall
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (Coastal)
High Marsh
129 sq. ft.
Low marsh
(B) Section 404 Wetlands
106 sq. ft. (]oint)
(C) Other
2,600 sq. ft.
High Ground .
(D) Total Area Disturbed: 2835 sq. ft. .07 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA/HQW Open: Yes
8. PROJECT SUMMARY: The applicant is proposing to construct a single family residence with a detached garage
and to install approximately 50 linear feet of retaining wall resulting in the filling of Coastal and Section 404
Wetlands.

Sharon and Steven McCoy
Page Two
9. PROJECT DESCRIPTION
The applicant's property is located at 29 Tanbark Court, adjacent to Bald Head Creek on Bald Head Island,
Brunswick County. Directions from Bald Head Marina: travel south on Marina Wynd Road to Keelson Row. Turn
left onto Keelson Row and travel less than 1 mile to Tanbark Court. Turn right on Tanbark Court and the vacant
.project site, which is between a residence and a vacant lot, will be on the left.
The project site is adjacent to Bald Head Creek and is a single lot measuring approximately 50 feet in width by
approximately 70 feet in depth. The elevation of the high ground area of the lot averages approximately 5 feet
above normal high water (NHW). High ground vegetation consists of grasses and woody shrubs. The high
ground of the project site is a vacant lot with an existing retaining wall that extends towards the high ground in a
v-shape in the middle of the lot. A large expanse of Coastal Wetlands, consisting of Glasswort (Salicornia sp.)
and Salt Meadow Grass (Spartina Patens) are present waterward of the existing retaining wall. Normal High
Water is approximately 100 ft. to the east of the face of the existing retaining wall. The project site is bordered
by Section 404 and Coastal Wetlands adjacent to Bald Head Creek to the north, a vacant lot to the east, Tanbark
Court to the south and a private residence to the west. No known archaeological sites are within the project
vicinity.
The Bald Head Island Land Use Plan classifies the adjacent waters as Conservation, and the adjacent high ground
portion of the project area as Residential. The waters of the Bald Head Creek are classified SA/HQW by the
Division of Water Resources and are NOT designated as a Primary Nursery Area (PNA) by the N.C. Division of
Marine Fisheries. They are OPEN to the harvest of shellfish.
F BIB ] A r1 a.1011 Xy 11
The applicant is proposing to construct a single family residence with a detached garage and to install
approximately 50 linear feet of retaining wall resulting in the filling of Coastal and Section 404 Wetlands. The
applicant is proposing a new single family home and is requesting a new straightened linear retaining wall in
order to enlarge the building footprint for a private residence which will result in wetland fill. According to the
applicant, approximately 233 square feet of Coastal Wetlands and Section 404 Wetlands will be impacted,
consisting of 129 sq. ft. of Coastal Wetland fill and 106 Sq. Ft. of joint Coastal/Section 404 Wetland fill. The
retaining wall backfill would impact Coastal Wetland species consisting primarily of Glasswort (Salicornia sp.)
and Salt Meadow Grass (Spartina patens) and would be located approximately 120 ft. from Normal High Water
(NHW). As proposed, the retaining wall alignment would be positioned 5 ft. waterward of the proposed total
3500 sq. ft. single family residence with detached garage (See sheets 4 and 5). The house structure is proposed
with an approximate house footprint of 1496 sq. ft. and a garage footprint of 240 sq. ft. with a total of 1,815 sq.
ft. of impervious surface that is outside of the 75 ft. Estuarine Shoreline Area of Environmental Concern (AEC).
According to the applicant, a variance request to the Bald Head Island Harbour Architectural Review Boards to
reduce the front setback to avoid wetland impacts was denied (see Narrative and Attachment A). The applicant
further states that providing a 5 ft. buffer between the retaining wall and the house structure is recommended
per guidance from a structural engineer (see Narrative and Attachment B). The applicant proposes mitigation
for wetland impacts by purchasing 0.1 acres of riparian wetland credits from the Lower Cape Fear Umbrella
Mitigation Bank (see Narrative and Attachment C). A letter of objection regarding wetland impacts was received
from Mr. John and Ms. Lena Eldridge on July 14, 2016 (Attached).
11. ANTICIPATED IMPACTS
The proposed new retaining wall with associated backfill and tie back/anchor system would result in the filling of
approximately 233 square feet of Coastal Wetlands which consists of 106 sq. ft. of Joint Section 404/Coastal
Wetlands. Coastal Wetlands impacted would include Glasswort (Salicornia sp.) and Salt Meadow Grass (Spartina
Patens), located above NHW. The proposed retaining wall construction would be located approximately 5 ft.
from the proposed 3500 sq. ft. residence with a total of 1,815 sq. ft. if impervious surface outside of the 75 ft.
Estuarine Shoreline AEC.
Submitted by: Tara MacPherson Date: August 12, 2016 Office: Wilmington

a,
Project Narrative
Revised July 2016
29 Tanbark Court
Harbour Village
Bald Head Island, North Carolina
Introduction
The lot located at 29 Tanbark Court is part of the Harbour Village Planned Development District (PD-
1) of Bald Head Island. Planned Development 1 District is established as a district in which the
principal use of the land is for dwellings. It is the intent that this district encourages the construction
and continued use of the land for single family residential dwellings. This district is intended to
continue the use of and enjoyment of the lighthouse, golf course, tennis courts, property owner's
clubhouse and other leisure activities and their attendant uses. Furthermore, this district benefits by
having all lots adjacent to common areas which are to be enjoyed by all property owners or limited
common areas which are necessary to serve a few adjoining lots. Uses of this district preclude any
commercial or trade activity except that associated with a golf course or private clubhouse; and
limited activities attendant to an inn facility. It is the intent of this district to preserve and protect as
much as possible the natural environment by minimizing lot coverage and maximizing common areas
and open spaces (VBHI Zoning Ordinance, rev. October 21, 1995). Given the small lot size and the
required setbacks and architectural controls guiding single-family house construction within this
planned development district, the viable building footprint of Lot 29 is significantly constrained.
H. Existing Conditions
Lot dimensions are approximately 70-ft deep by 50-ft wide (total lot area = 3,494.9 sf per Walter B.
Cavedo (PLS) on survey plat dated 3/16/16). The lot lies within the 100 year floodplain (Zone VE
based upon FIRM dated 10/16/08). Under the preliminary DFIRM, the lot is within the FEMA-
designated AE Zone (AE-9). The site is located adjacent to Bald Head Creek, a tributary of the Lower
Cape Fear River (HUC 03030005). Both the Section 404 and the coastal wetlands were delineated by
staff of Land Management Group, Inc. (LMG) on December 30, 2015. Mr. John Policarpo, Project
RE EIV D
Manager for the U.S. Army Corps of Engineers (USACE), provided a verbal il%{on Qf the
,_„
flagged 404 wetlands on March 11, 2016. The coastal wetland line was originally1reviewed and
�,uu a r_tit 9

f.
approved in the field by Mr. Stephen Boyett, the LAMA Local Permit Officer (LPO). However, the
location of the coastal wetland line was later revised by Ms. Tara MacPherson with the NC Division
of Coastal Management. The site plan figures have been revised to reflect this change. The mean
high water line appears to be located approximately 120 feet to the east of the lot, adjacent to Bald
Head Creek.
Both freshwater and coastal wetlands are located along the lot's northern property boundary.
Wetlands support sea oxeye (Borrichia frutescens), cordgrass (Sportina patens), and glasswort
(Solicornia depressa). Uplands within the site support eastern red cedar (Juniperus virginiano), live
oak (Quercus virginiona), yucca (Yucca gloriosa), and cat briar (Smilax bona-nox).
Ill. Proposed Project
The applicant proposes to construct a two-story, single-family home, small garage, and a retaining
wall with the lot. The home will be constructed on pilings to meet FEMA flood zone requirements
and will utilize a minimum piling size of 8" in diameter. The retaining wall will be positioned 5' from
the house structure. Total area of disturbance within the lot will be approximately 2,600 square feet,
and the overall impervious area will be 1,815 square feet. Water service and sewer service will be
provided by the Village of Bald Head Island. Standard construction methods will be used during
construction of the pilings and house.
IV. Environmental Impacts
The applicant proposes to fill a total of 2 sf of freshwater wetlands and 104 sf of joint 404/coastal
wetlands, and 129 sf of coastal wetlands for the construction of a retaining wall and residence.
V. Avoidance and Minimization
The applicant has attempted to avoid and minimize wetland impacts as much as possible. However,
the lot is small in size and there are few options to minimize impacts. The applicant attempted to
obtain a variance from the BHI — Harbour Architectural Review Board to reduce the front setback
from 15' to 8' - 9" and to connect the house directly to the garage in order to avoid wetland impacts,
but this request was denied (Attachment A). Also note that the proposed retaining wall cannot safely
be situated any closer to the proposed house than depicted in the site plan. Per guidance from a
structural engineer (Attachment B), this distance is needed to ensure that iiherriYh�eVnew,retaining
Lsgi tRLYI:iLI

wall nor the new structure interferes with each other and so that the house loads are not transferred
to the retaining wall. Installing the building pilings too close to the retaining wall can cause
liquefaction of the soil under the wall, compromising its structure and increasing the chances of
sinkholes and water runoff into the wetlands in the future. If pilings are installed too close to
deadmen or the edge of the retaining wall, the bearing capacity of the pilings and/or retaining wall
structure is reduced. Providing a 5' buffer between the face of the retaining wall and the face of the
building improves the integrity of both structures. Additionally, this open area will naturally absorb
runoff and carry water away from the retaining wall to the street, allowing runoff to be filtered
before being discharged into the groundwater.
VI. Mitigation
The applicant proposes to mitigate for these impacts by purchasing 0.1 acre of riparian wetland
credits from the Lower Cape Fear Umbrella Mitigation Bank (Attachment C). The LCFUMB includes
tidal marsh as one of its habitat types. Therefore, the mitigation is in -kind.
RECENEO
3

Sources: Esri, HERE, DeLorme, USGS, Intermap, increment P Corp.,
NRCAN, Esn Japan, METI, Esn China (Hong Kong), Esri (Thailand),
TomTom, Mapmylndia, © OpenStreetMap contributors, and the GIs User
Community
'Boundaries are approximate and are not meant to be absolute.
Ma Source ArcGIS World Street Ma p —
p
SC , c a-,1 mile
FM wILMINGI C-J, NIC.
29 Tanbark Court
LMG
Brunswick County, NC
LANK) AIAAACNEN I' ♦;RIIVY:.,.
_ F^ ^^ ^° °^'°I'.-
IIIN 9(115
'Sheet 1-of 5
wwwlmgroui).net
Vicinity Map
June 2016
3805 Wrightsville Avenue
LMG # 40-15-330A
Wilmington, NC 28403
Phone: [phone] Fax: [phone]

®CM IMP-1
APPLICATION for
Major Development
(last revised 12/27/06)
i
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
29 Tanbark Court
Applicant 1: First Name
Sharon
MI
Last Name
McCoy
Applicant 2: First Name
Steven
MI
Last Name
McCoy
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
640
City
Litchfield
State
CT
ZIP
06759
Country
USA
Phone No.
- ext.
FAX No.
Street Address (if different from above)
City
State
ZIP
Email
2., Agent/ContractorInformation
Business Name
Land Management Group Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Kim
C
Williams
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
city
State
3805 Wrightsville Avenue; Suite 15
Wilmington
NC
ZIP
Phone No.1
Phone No. 2
28403
910-452-0001
ext.
ext.
FAX No.
Contractor#
910 452 0060
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
RECEIVED
<Form continues on back>
rt,IV! t'VI L; II!IVU l l:IV. 1 k0
ALIT. 01 WIG
252-BD6-2803 :: 9-388-43krOAST :: vv ev Nr.neeeas4aimanasyaman3.na4

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Brunswick
29 Tanbark Court
Subdivision Name
City
te
Zip
BHI Harbour
Bald Head Island
rNC
28461 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
ext.
L-29, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Ca Pt -F, r
Bald Head Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural []Manmade ❑Unknown
Cape Fear River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Bald Head Island
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
None
3,495
c.
Size of individual-lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
3,495 sf, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
0-5' ®NHW or ❑NWL
e.
Vegetation on tract ,
Coastal Wetlands: Borrichia frutescens, Spartina patens, and Salicornia depressa
Uplands: Juniperus virginiana, Ouercus virginiana, Yucca gloriosa, Smilax bona-nox
f.
Man-made features and uses now on tract
Undeveloped and vegetated; One existing retaining wall in uplands
g.
Identify and describe the existing land uses adliacent to the proposed project site.
Undeveloped or residential
In
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
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?
1.
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?
Dr—KIII NC
<Form continues on next page>
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ronri DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes (:]No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available) -
n. Describe existing wastewater treatment facilities.
No existing wastewater treatment facilities on site.
o. Describe existing drinking water supply source.
None
p. Describe existing storm water management or treatment systems.
No existing stormwater treatment systems.
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? []Commercial ❑PublicIGovemment
®Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
The applicant plans to construct one single family home, garage, and retaining wall on lot.
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.
House pad will be cleared and graded. Retaining wall will be constructed and fill material will be brought to site to level
building pad out. Pilings and utilities will be installed; house will be constructed. Equipment to be stored on upland portion of
property during construction.
d.
List all development activities you propose.
To construct one single-family house, garage, and retaining wall.
e.
Are the proposed activities maintenance of an existing project, new work, or both? New work
f.
What is the approximate total disturbed land area resulting from the proposed project? — 0.06 ❑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.
The applicant proposes to fill a total of 129 sf of coastal wetlands, 104 sf of joint coastal/404 wetlands, and 2 sf of freshwater
wetlands for the construction of a retaining wall and house. Stormwater runoff will be treated per County requirements.
i.
Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No ®NA
j.
Is there any mitigation proposed? ®Yes []No ❑NA
If yes, attach a mitigation proposal. RE! =-WED
IIC�A VU,! N
<Form continues on back> AUG 0 12016
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application tone, (MP-1) the following items below, if applicable, must be submitted in order for the application
package lobe complete. Items (a) - (t) are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
I. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name John C & Lena F Eldridge - - - - Phone No. -
Address 364 3r Avenue Drive NW; Hickory, NC 28601
Name Lelia J Farr Revocable Trust Phone No.
Address 1 Fair Oaks Drive; St. Louis, MO 63124-1514
. Name - Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
N/A
h. Signed consultant or agent authorization forth, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10). if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
17. Certification and Permission to Enter on Land .
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
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�at the information provided in this application is truthful to the best of my knowledge. nn
Date -1y 2dtln Print Name K�v" a""`S - Ld,,diA-tip.,�+�
Signature hJ
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 VIRECEIVEDMT
Dcnrj col! i:�imierr_N, NC
❑DCM MP-4 Structures Information
AUG 01 2016
252-808-2808 :: 1-888.4RCOAST :: WWW.neaoa St2imanagement.net

A
Form DCM MP-2
EXCAVATION and FILL
(Except for 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. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other -
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL
stabilization
Length
Width
Avg. Existing
'NA
•.' NA
Depth
_
Final Project
IJA;'„"'NA.`-
Depth
1. EXCAVATION ,. F ®Thrs section not applicable
. .:
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
C. (i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED.MATER/AL ', ®This section nofapplicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA ❑Yes ❑No ❑NA
(n) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
[]CW []SAV ❑SB
❑WL []None
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
[]Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
REC WED
DCM WI i.4iN(3rCN, NC
AU G 0 s 2016
252-808-2808 :: 1-8884RCOAST :: www.nccoastalmanaaement.net revised: 12/26/06

Form ®Cflili MP-2 (Excavation and Fall, Page 2 of 2)
3. SHORELINE STABILIZATION ®This section not applicable
(if development is a wood groin, use MP-4 — Sbuctures)
a. Type of shoreline stabilization: b. Length:
❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: _ Width: _
c. Average distance wateward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill _ Riprap _
Breakwater/Sill Other
i. Source of fill material.
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes []No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL "ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization) -
a. (I) Will fill material be brought to the site? Eyes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water None
(iii) Dimensions of fill area Retaining Wall: 374 sf:
(iv) Purpose of fill
To install a retaining wall and house within the lot.
submerged aquatic vegetation (SAV), snen ooaom (ats), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
OCW 233 ❑SAV _ ❑SB _
OWL 106 ❑None
(ii) Describe the purpose of the fill in these areas:
To construct a retaining wall and house within the lot.
15.GENERAL r
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Silt fencing will be used until retaining wall is constructed. Pile driver, other standard construction equipment
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
❑Yes ®No ❑NA site? []Yes ®No ❑NA
(n) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
—}J2 1201(, - Sharon and Steven McCoy -
Date - Applicant Name
29 Tanbark Court; BHl ln,'
Project Name Applicant Signature RECG!VED IT
DC, 4 \nrjt i.4MGTGN, tC J
AUG "� Z016
252.808-2808 :: 1-888.4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06

A
Form DCM BOP-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
a. Type and number of buildings, facilities, units or structures
proposed.
One single-family house on pilings, garage, and retaining
wall
c. Density (give the number of residential units and the units per
acre).
one unit per 0.08 acre
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, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
3%
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.
52%
j. Describe proposed method of sewage disposal.
Tie into municipal system
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).
2 sf of 404 wetland impacts; 104 sf of joint 404/coastal
wetland impacts, and 129 sf of coastal wetland impacts;
stormwater runoff will be treated per BHI requirements.
b. Number of lots or parcels.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
— 2,600 sf
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Treated decking on joists and slobs engineered to support
the weight of golf carts for the driveway; concrete for house
pad; fiberglass shingles for roof.
9'rojects that require a CAMA Major Development Permit may also
require a Stonnwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes ONO ❑NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ONO ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ONO ❑NA
If yes, attach appropriate documentation.
REGEiVED I\, NG
�CpA��1iLF.44f��
�ll� 0 � 2016
252-808-28082 :: 1-88BARCOAST :: w .nccoastaimanagement.net revised: 12/26/06

cForm ®(CM MP-3 (Upland Develelpffnent, page 2 ®42)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
BHI water supply
o. When was the lot(s) platted and recorded?
�'2C' 12n1 e
Applicant me
Applicant Signature' - -
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
RECEIVED
DCNI h/IUMI! JGTGN, NC
AUG 0 j. 2016
262-808-2608 :: 1-888.4RCOAST :: www.nccoastalmenatnerrient.net revised: 12/26/06

I*Boundaries are approximate and are not meant to be absolute.
Map Source: USGS Kure Beach Quadrangle 7.5 minute
29 Tanbark Court
Brunswick County, NC
June 2016
LMG # 40-15-330A
LMG
LAYU MANAGENEYI' LNOUY n
I
www.lmgrouo.net
3805 Wrightsville Avenue
Wilmington, NC 28403
Phone: [phone] Fax: [phone]
JUN 16 2016
Sheet 2 of 5
USGS Topographic Map

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_-.3mL+n.hi6ifxN7 _fie�3r7:. CI7fz _mF.fu1:IX.'.0 ni/d7, t:'

Coastal Management
ENVIRONMENTAL QUALITY
Bald Head Limited, LLC Permit
C/o Bruce Marek
P.O. Box 3069
Bald Head Island, NC 28461
RE: Letter of Refinement
State Permit No.191-86
Dear Mr. Marek:
PAT MCCRORY
Gommor
DONALD R. VAN DER VAART
Secretary
BRAXTON DAVIS
February 15, 2016 Director
ECEIVE'
FEB 16 2016
BY:_
This correspondence is with reference to the request you submitted to modify State Permit No. 191-86, which was
originally issued to Bald_ Head Island Limited on September 24, 1986 for the development of the Harbour Village Area
adjacent to the marina. This permit has been continuously renewed and modified. The permit was last modified on
July 16, 2009 to authorize the installation of sand fencing. The most recent renewal was issued on December 15,
2015. State Permit No.191-86 is due to expire on December 31, 2017.
The action proposed in your submittal consists of replacing and extending the existing decking at the "Sail Shop" retail
store within the Harbor Village Development area. The current decking does not extend to the outer edge of the
bulkhead. The new proposal consists of extending the drip through decking and new railings to the outer waterward
edge of the existing bulkhead. The new deck extension will be 62 ft. in length and the entire project will result in
approximately 500 sq. ft. of new decking in this location (see sheet C1 dated February 12, 2016).
Upon review of the information provided the Division of Coastal Management has determined that the proposed action
continues to be consistent with existing State rules and regulations and is in keeping with the original purpose and
intent of the permit. I hereby submit this Letter of Refinement authorizing the modification of State Permit #191-86, as
described in your request dated February 12, 2016. By copy of this letter we are notifying the US Army Corps of
Engineers and the Division of Water Resources of our action. Please note this refinement does not alleviate the need
to obtain any other local, state or federal permits.
Sincerely,
Debra D. Wilson, District Manager
Tm/Dw
Enclosures
cc: Wilmington Files Tyler Crumbley, USACE
Chad Coburn, DWR Georgette Scott, DEMLR
Village of Bald Head Island
Nothing Compares_
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

Bruce Marek, P.E.
P. O. Box 3069
gold Head Island, NC 29461
910499-9245
February 12, 20I
NCDENR Division of Coastal Management
127 Cardinal.Drive Extension
Wilmington, NC 28405
IRe: .LAMA #191-66. Bald Head Island Limited, LLC Letter of Refinement Request for Extension of the
waterside wood deck at the "Sail Shop" retail store located at 46 Keelson Row, Bald Head Island, to. over
the impervious appx T wide marina bulkhead..
This LettertiRefinement- (LOR): request is submitted. on behalf of Bald Head Island Limited, LLC for
CAMA -Permit #191-86Harbour Village ,Development: The basis for this project is the 5-2-06 Letter of
Refinement based on my cover letter and drawing(s) seal dated 4=20=06,, with a project description
"Harbour Side at Keelson Rowbased on a Stormwater Permit SW8-971223 Plan Revision approved 4-
12-06. I have a note on drawings about a 4-5-06 L.O.R. for the _Sailing Club/Mariners Port, which;I believe
led to the DWQ submittal and then the submittal to CAMA of the approved stormwater plans. In.Augustof
2008, the Stounwater Permit was Revised agam,2with a P1an.Revision Date of 8-18-08. I am including one
set of various items from these old permit:actions as background information. I am also including 5 copies
of my drawing Cl, 1'l"x1T', seal dated today„ 2=12-16, showing the proposed item.in red. Three recent .
photos and a Google Earth view are included. on the drawing. The Sail Shop was formerly called the
Sailing Club:
The proposal is in conjunction with a need to replace the existing building wood deck and railing system
this winter; The existing westem/waterward edge .of the: pervious wood deck was built approximately to
the edge of the original Bald Head Island aluminum marina bulkhead. Portions of the deck are under the
roof overhang.
With the original bulkhead being appx 25 years old and several portions failing because of corrosion, a
replacement aluminum'bulkhead, was installed in, 2007 or,2008, approximately 2'. average inboard of the
original wall. Theiinterstitial space was pumped solid with.concrete creating the conditions we see today.
Nearby wood decks at the Will of the Wisp (ex -Sailing Club Paviliion) and at MOJO's (ex-Eb & Flo's),
built after the marina bulkhead repair completion, are built to this extended position, just shy of the water
edge. The proposed extension/re - building .along the 62' length is appx 500 sf of decking, and does not
include the handicap ramp. The deck will be cantilevered as per current design:
Please e-mail a.copy of the LOR when it is avaira&bl Q ING� ce for your kind consideration.
NC
FEB 11016
Bruce Marek, P.E.
For Bald Head Island Limited, LLC Planning Dept.
marekydgecxr.com: cc Jim Henry
SEAL
156g4
'�p�G FNGINE�� P --
OF

1
AUG-19-2008 TUE 07:28 AN
FAX N0, P. 02
August 18, 2008
M. Kent Mitchell, Managing Member
Bald Head Island Limited, LLC
PO Box 3069
Bald Head Island, NC 28461
Subject: Approved Plan Revision
Harbour Village Eastern Basin Lots
Stormwater Project No. SW8 971223
Brunswick County
Michael F. EmIcy, Oovemar
William o. Ross Jr., Seerelury
North Carolina Department of Enviramnnnt and N"Oural Resources
Colcen H. Sullins Director
Division of Water Qualify
Dear Mr. Mitchell:
On August 13, 2008, the Wilmington Regional Office received a plan revision for
Stormwater Management Permit Number SW8 971223, The revisions include the
development plans for commercial lots QM1, QM3, and QM4 as well as a revised version of
Exhibit A, which updates the built -upon area allocated for these lots. 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 add the attached plans to the
previously approved plan sheet set. Please replace the old Exhibit A that was included in the
November 6, 2007 permit modification with the attached, updated version.
Please be aware that all terms and conditions of the permit issued on November 6,
2007 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 submitted to and approved through the
Division of Water Quality 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
[phone].
Sin�c�erel�y,
.
Christine Nelson
Environmental Engineer 11
ENB\can: S:\WQSISTORMWATER\PERMIT\971223PR.aug08
cc: Bruce Marek, PE
Brunswick County Building Inspections
Christine Nelson
Wilmington Regional Office
Centra Files RECE D gq
DCM WILMU C
FEB 12 2016
Nordr Carulino Division or Water Quolity l27 CoNiMI Drlve Extcnsien Wilmington, NC 21 405 Phone (910) 7%4215 Customer Service
Wilmington Regional Office intcmct ilry re Pox [phone] 1.577�23d748
An Equal opporhnlylAflkmative Milan Employer-90% Reclided110% PostConsumorPapar

AUG-19-2008 TUE 07:28 AM FAX NO. P. 03
YWERViIOUS COVERAG
FOR LOTS IN QUARTERMASTER R®W
BALD HEAD ISLAND, NORTH CAROLINA
QUARTERMASTER ROW LOT 1 -- 9,250 square feet*
QUARTERMASTER ROW LOT 2 -- 11,760 square feet*
QUARTERMASTER ROW LOT 3 -- 23,750 square feet*
PROPOSED QUARTERMASTER ROW LOT 4 -- 5,557 square feet
*NOTE:
The impervious coverage figures for Quartermaster Row Lots 1,2
& 3 do not include an additional 9,527 square feet for the existing loop
road - streets (7,175 sq. ft.) and parking (2,352 sq, ft.) on the Lots.
Minor sidewalk encroachments from the Keelson Row east side
sidewalks are also not included in the lot impervious, but in the overall
SWS-971223 Mod Sidewalk Impervious Allotment.
7AUG
CFIV'ED
RCEIVED
1 3 200E D M WIEMNGON, NC
rEB 12 2016

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NEST SDE KFFLSM - 95XSm $70 W
NEST 90E KEF13D1 - 90X4- 360 SF
NEST SIDE KED,SW - 110X 550 7
NEST SDE KEILSON - 25 1020 S'
EAST SDE NWLSON - 1151Xh4604 3
N9IDWARDAELWARD - 42OX4-IM V
TANBARK COAT - 19OX4- 780 W
TOTAL 510LWALXS - 12532 SF
m", I.-
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SW8971223MOD AUGUST7,2007
TOTALPROJECT
IMPERVIOUS AREA
O"m LOT BUA
55403 SF 1.69 AC
MARINAEDGEBLDGS
7433SF
TENTSM
106809F
ON6rl: PAVEMENT
52241 SF 1.20AC
ONSIiE PARKING
16022 SF 0.37 AC
ONBITE SIDEWALKS
12632 SF 0.25AC
OTHER ONsOc
OSF O.W AC
IMPERWOUS(ORIG+.41)
154411 SF 3.SAIAC
AREA(ORIG+.32AC)
437342 SF 10.04AC
IMP %
35.3%
BALD HEAD ISLAND M,LRIN/,
188885
9C WATERS
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HIGH DENSITY
PROJECT AREA
WETLANDS
TENT 97E FXICTIND MNONRY:[ 8-9007
NTLHEN - B80 ST
BATHROOMS - WO SF
104T - 32,10 SF
BRICK - 13M SF
DAM ORIV AY - 47M W
TOTAL - 10680 SF
MEAN HIGH WATER
pwL 1 HEAD C6L[I!
A7KFC
BA wwTeRs
SWS971223MOD AUGUST7,200
DRAINAGEAREA#1: SCWATERS
IMPERWOUSAREA
OHsrTS HV LOT BUA
57787 SF
MARINAEDGEBLDGS
122005P
TENT SRS(OM2)•
11 ]80 BF .]8 AC
OM 183 (FtTTUREI
330W SF
A OM 448 010096
5557 SF
OTMr7a STREETS
33143SF 1.22AC
ON3rTE PARKING
t7000SF 0.39AC
OHSTTESIDEWALKS
ISOSSSF 0.30AC
IMPERWOUS(OMG+,38)20348SSF 4,67AC
AREA(ON0+32AC) 3 PGMSF 6.97AC
IMP % 67.0%
!Toot Ste LOCI, Ao.d 2 P.f , Pro M S1TBets Sc Poi,
SW"71223
JUNE2, 1998
DRAINAGE AREA
# 1: SC WATERS
IMPERWOUSAREA
ONSTTE L.OTWA
65557 SF 103 AC
NARINAEDGEBLDGS 15337SF
01h6NEPAVEMENT
57128 SF 1.31 AC
OI+RTEPARKING
OSF O.00AC
OI+SrTE SIDEWALKS
10879 SF 0.25 AC
OTI(ERONsrre OTJTURE)48000SF I.IOAC
TOTAL'IMPERWOUS
ISWOISF 4.29 AC
TOTAL AREA
289674 SF 6.65AC
IMP%
84A%
,
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2S31 Per 0.06 Ac
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ONsOC SIDEWALKS OSF O.00AC
OTHER OIIHIITE 0 SF 0.00 AC
OFPsrre OSF 0.00 AC
TOTALIMPERVIOUS 29230 SF 0.67 AC
TOTAL AREA 133729 SF 3.07 AC
IMP% NO CHANGE 2L$%
SWSG71223 JUNE 2, 1998
DRAINAGE AREA #2: SA WATERS
IMPERVIOUSAREA
ON LOTBUA
292W SF 0.67 AC
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ONs PARKING
OSF O.00AC
ON SIDEWALKS
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OTHER OIT "
OSF 0.00 AC
O"F
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TOTALIMPERVOUS
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TOTAL AREA
133729 SF 3.07 AC
IMP %
21.8% .
SW8971223MOD AUGUST7,20C
TOTAL PROJECT
BAPERWOUS AREA
ONsITE HVLOTBUA
86967 SF
MARINAEDGEBLDGS
I=)OSF
TSHT SRe(OML•
I17WSF ASAC
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33000 SF
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55578E
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ONeRE PARKING
17000SF 0.39AC
ONeITESIDEWALKS
130585E 0.30AC
1FRVIOUS(OM4+A1) 2327ISSF S.SAIAC
EA(OM4+,32AC) 4337342 SF 10.04AC
IMP% 532%
SWS-971223 JUNE2,1998
TOTAL PROJECT
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94788 SF 2.30 AC
ONsrrE PAVEMENT
571 ED SF 1.31 AC
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ONsOESiDEWALKS
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MARINAEDGESLDGS
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TOTALIMPERVIOUS
215931SF 496AC
TOTALAREA
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REVISION DATES
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RECEIVED
PCM WILMINGTON, MC:

Survey information provided by:
Walter B. Cavedo Land Surveying
101 N. 23rd St. Wilmington, NC 28401
Phone: [phone]
[e-mail]
PRELIMINARY: NOT FOR CONSTRUCTION
For Section 404/401 Permitting Purposes Only
Coastal Wetland Line
404 Wetland Line
Proposed Impact to Coastal Wetlands (129 sf)
Proposed Impact to Joint Coastal/404 Wetlands (104 sf)
Proposed Impact to 404 Wetlands (2 sf)
SCALE: 1" = 10'
MHW
120 feed m "' ease
eenl to BAd H-d Creak)
Site Design information provided by
Cothran Harris Architecture
5725 Oleander Drive, Suite E-1
Wilmington, NC 28403
Phone: [phone]
[e-mail]
29 Tanbark Court - Harbour Village
Bald Head Island, NC
SHEET 4 of 5. Site plan showing
proposed wetland impacts.
H--d July 2016

_
SCALE: 1" = 20'
PRELIMINARY: NOT FOR CONSTRUCTION
For Section 4041401 Permitting Purposes Only
Survey information provided by:
Walter B. Cavedo Land Surveying
101 N. 23rd St. Wilmington, NC 28401
Phone: [phone]
[e-mail]
Site Design information provided by:
Cothran Harris Architecture
5725 Oleander Drive, Suite E-1
Wilmington, NC 28403
Phone: [phone]
[e-mail]
29 Tanbark Court - Harbour Village
Bald Head Island, NC
SHEET 5 of 5. Cross Section
Re Ysetl July 2016