20052146 Ver 5_More Info Received_20090403

CAPE FEAR
Engineering, Inc.
April 1, 2009 `
Mr. Chad Coburn, Senior Environmental Specialist APR b `;63
NC DWQ Surface Water Protection Section DENR-WATER QUA P
127 Cardinal Drive Extension VERtA10smoSTORMWATERBRANGI
Wilmington, NC 28405
Re: Response to Request for Additional Information - DWQ Project # 05-2146v5
SeaWatch at Sunset Harbor - Marina Village and Road Crossings
Dear Chad:
In response to your request for additional information letter dated March 4, 2009 concerning the subject
project, the following information is enclosed for you review:
Overall Site Plans
Due to the size of the Yellow Banks portion of the project sight (approximately 1300 acres), a
master plan overlaid on an aerial (sheet 1) and a topographic map (sheet 2) has been prepared on
24 x 36 sheets at a scale of 1" = 400'. In addition, the land plan has been provided on an index
sheet (sheet 1-1).
2. Building Envelopes
The index sheet referenced above depicts 15 areas where lots have jurisdictional wetlands within
the lot boundaries. These areas are shown on sheets C-1 through C-15 at a 1" = 50' scale. The
areas depicted utilize the most conservative setbacks and do not include driveway area. The
smallest buildable footprint shown is greater than 1500 square feet. Although this lot is likely to
be combined with the adjacent lot, this lot and all other planned lots within SeaWatch are
buildable without additional impacts.
JD Maps
Copies of the approved jurisdictional determination maps signed by the USACE
on full plan sheets are enclosed.
4. EEP Acceptance
Two acceptance letters from the North Carolina Ecosystem Enhancement Program are enclosed.
Coastal Communities Inc. will meet DWQ's mitigation requirements for restoration or creation at
a 1:1 ratio (2.0 acres of riparian and 0.25 acres of non-riparian) for impacts to 1.78 acres of non-
riparian and 0.24 acres of riparian wetlands through payment to EEP. A total of 0.38 acres of
wetland impacts that were previously permitted on the Mercer Mill portion of the project were
mitigated for through on-site creation, and 65 LF of the total 147 LF of perennial stream impacts
were mitigated for previously through EEP.
In addition, 470 acres of wetlands and approximately 6500 LF of streams will be placed in a
conservation easement and wetlands on lots will be protected by deed restrictions. We are in the
process of finalizing the conservation easement with the Secretary of State and USACE. The 401
Water Quality Certification mitigation requirements are met without the preservation: therefore, it
is our understanding that the 401 will be issued prior to the finalization of the easement maps.
151 Poole Road, Suite 100 - Belville, NC 28451 - TEL: [phone] - FAX: [phone]
www. capefearengineering.com
-
Stormwater
Master Stormwater Plan
A Master Stormwater Plan has been approved by DWQ and a copy of the plan is enclosed. As
phases are designed and submitted for State Stormwater Permits, the phase is added to the Master
Plan. All phases currently shown on the plan have an existing State Stormwater Permit.
Marina Village Stormwater Permit
A State Stormwater Permit will be secured for the Marina Village prior to issuance of the CAMA
Major Permit. Two scoping meetings have taken place with Mary Jean Naugle of the WiRO
Express State Stormwater Program. The Marina Village has been assigned the permit number
SW8 081005. We are in the process of finalizing the design and intend to submit into the Express
Program in May 2009.
It our understanding after speaking to Ian McMillan of the Raleigh 401 Oversight and Express
Unit, the 401 Water Quality Certification will be issued with a condition stating that a State
Stormwater Permit must be secured within a specified time period.
Stormwater and Wetland Hydrology
For the purpose of addressing concerns related to stormwater systems being designed to maintain
the hydrology of the wetlands in future phases, we propose that a condition be included in the 401
and IP. An example condition that may be acceptable to DWQ and the USACE follows:
"For the purpose of maintaining wetland hydrology in accordance with 15A NCAC 2B
.0231(b)(5), all stormwater treatment and conveyance systems must be designed to discharge into
the wetlands to the maximum extent practicable and all wet detention ponds must be designed
with the permanent pool elevation within 6" of the adjacent wetland elevation where feasible. In
situations when this cannot be accomplished, the permittee must demonstrate that the wetland
hydrology will not be compromised by the stormwater design."
I trust that the information provided will allow you to complete the review and issue the 401 Water
Quality Certification. Please call me if you have any questions at [phone].
Sincerely,
7 ? " 4,1wx
Noelle Winstead
cc: Sheldon Tucker, Coastal Communities, Inc.
Kim Garvey, USACE
Ian McMillan, 401 Oversight and Express Unit
File Copy 803-53
Page 2 of 2
RCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
March 4, 2009
DWQ Project # 05-2146v5
Brunswick County
Coastal Communities, Inc.
Mr. Sheldon Tucker
131 Ocean Boulevard West
Holden Beach NC 28462
Subject Property: Seawatch at Sunset Harbor - Marina Village and Crossings
REQUEST FOR MORE INFORMATION
Dear Mr. Tucker:
On January 21, 2009, the Division of Water Quality (DWQ) received your Pre-Construction
Notification (PCN) application to impact 2.05 acres of wetlands and 80 linear feet of stream for
construction of a residential subdivision and a marina. The DWQ has determined that your
application was incomplete and/or provided inaccurate information as discussed below. The
DWQ will require additional information in order to process your application to impact protected
wetlands and/or streams on the subject property. Therefore, unless we receive the additional
information requested below, we will have to move toward denial of your application as required
by 15A NCAC 2H.0506 and will place this project on hold as incomplete until we receive this
additional information. Please provide the following information so that we may continue to
review your project.
Additional Information Requested:
1. Please re-submit a master or overall site plan on fall plan sheets at a scale of no smaller
than 1"=50' with topographic contours shown.
2. Please provide building envelopes for all lots with wetlands and streams on the site
plans. Some of the lots shown in `Figure 8 Overall Wetland Crossings Index' appear to
be un buildable without additional impacts.
3. Please submit a survey map of the approved Jurisdictional Waters on the site on fall plan
sheets.
4. Since compensatory mitigation will be required for this project, provide a copy of the
acceptance letter from the North Carolina Ecosystem Enhancement Program (NCEEP)
once it is received.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] FAX [phone] Customer Service: 1-U7-623-6748 N orthkarolina
Intemetwww.ncwaterquaGty.org .??}??
An Equal Opportunity t Affirmative Action Employer `/ ` Uj?
2
Seawatcb at Sunset Harbor
Brunswick County
2005-2146 v5
5. Please provide documentation of a local governments approval of a stormwater
management plan (SMP) or approval of a State Stormwater permit for this project by
providing either:
• A valid approval letter and one copy of the approved SMP (including plans and
calculations) or,
• One set of stormwater plan details and calculations stamped as "Approved" by the
local government or State-permitting agency.
Please respond in writing within 30 calendar days of the date of this letter by sending a copy of
this information to me and to Ian McMillan, 401 Wetlands Unit, 2321 Crabtree Blvd, Raleigh,
NC 27604-2260. If you will not be able to provide the requested information within that
timeframe, please provide written confirmation that you intend to provide the requested
information, and include a specific timetable delineating when the requested materials will be
provided. If we do not hear from you in 30 calendar days, we will assume that you no longer
want to pursue this project and we will consider the project as returned.
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call me at 910-796-7215 or Ian McMillan
at 919-733-1786 if you have any questions regarding or would like to set up a meeting to discuss
this matter.
Sin ly
KAA-X,
Chad Coburn
Senior Environmental Specialist
cc: Kim Williams-; Land:Management Group, Inc.,: 3805 Wrightsville:Avenue, Suite 15,
Wilmington, NC 28403
Noelle Winstead -Cape Fear Engineering, Inc., 151 Poole Road, Suite 100, Belville, NC
28461
David Timpy - USACE Wilmington Field Office
Kim Garvey - USACE Wilmington Field Office
Doug Huggett - DCM Morehead City
Debbie Wilson - DCM Wilmington
Ian McMillan - DWQ 401 Oversight and Express Unit
WiRO
Page 2 of 2
s .
NO-
nL Elkan'i cement
PROGRAM
March 24, 2009
Mr. Mark Saunders
Coastal Communities, Inc.
131 Ocean Blvd West
Holden Beach, NC 29462 Expiration of Acceptance: December 24, 2009
Project: Seawatch at Sunset Harbor County: Brunswick
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP will be approved. 7Fou ynnst also camnl?.1A other `s e: federal gr.local
__---_ Y .::e .e ..:;i??:...:e::.. ? .t6:.; ?ANr t?c.ACCni?;ari?rt .a?ith tl,e:f,r?innaed :aetivlty includma SL 2008-152: An Mt.- Pmmote
This acceptance is valid for nine months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following
...Lls
.(4Y.V .
River
Basin
CU
Location
Stream (feet)
Wetlands (acres)
Buffer I
(Sq. Ft.)
Buffer 11
(Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Impact Lumber 03040207 0 0 0 0.25 2.0 0 0 0
Credits Lumber 03040207 0 0 0 0.50 4.0 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the
applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed
in accordance with the Memorandum of Understanding between the N.C. Department of Environment and Natural Resources and the
U.S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Valerie Mitchener at [phone].
Sincerely, ZVZto
Willi . Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Kim Garvey, USACE-Wilmington
Chad Coburn, NCDWQ-Wilmington
Kim Williams, agent
File
kmtorrjl?5... E ... Prot"- Our State
PAA
I4CDENR
North Carolina Ecosystems Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 1 www.nceep.net

Mr. Mark Saunders
Coastal Communities, Inc.
131 Ocean Blvd West
Holden Beach, NC 28462
Project: Seawatch at Sunset Harbor
County: Brunswick
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP will be approved. XQU:b= elso. com* will aHH 6 ?"slate:.: fedaW or. loW
This acceptance is valid for nine months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following
table.
River
Basin CU
Location Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.) Buffer II
(Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Impact Lumber 03040207 0 0 0 0 2.04 0 0 0
Credits Lumber 03040207 0 0 0 0 4.08 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the
applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed
in accordance with the Memorandum of Understanding between the N.C. Department of Environment and Natural Resources and the
U.S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Valerie Mitchener at [phone].
Sincerely,
William D. Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Kim Garvey, USACE-Wilmington
Chad Coburn, NCDWQ-Wilmington
Kim Williams, agent
File
AP.StDrutg .. LxhA"... Prot-" our fw&
E aY em t
PROGRAM
February 26, 2009
Expiration of Acceptance: November 26, 2009
??49 -
I05MR11
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-16521919-715-0476 / www.nceep.net
PATH: P:\803\803-61 YB 404 WETLAND CROSSINGS\DWG\WETLAND CROSSINGS 10-2-08 MTH\YELLOW BANKS OVERALL.DWG

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4 1 1 „w„" ~ ! fJ \l!' ~ / GENERAL NOTES:
i ~ ~ ~ I~- { ~
~ , 3,500 SF ~ ~ ~ , - Yom"--'" { t ~ I. LAND PLAN SHOWN 15 CONCEPTUAL BASED ON r y` ~ ~ ! ~ % YELLOW BANKS SOUTH P.U.D. APPROVAL BY
1 ? ~ ~ 1U- t1-- ~ l- ~ ~ ~ f { `i r . TOWN OF OAK ISLAND DATED APRILL II; 2006.
_ ~ ; - A / ( ,r ~ 2. LAND PLAN IS SUBJEG7 TO REVISION BY OWNER
~ ~ ~ 11- ~ l ~i' ~ ~ , .1y, 11-- ; .s°~.^ i1l-- I ~ ~ AND LOCAL PERMITTING AUTHORITIES.
r~ 1 \ ~ t l i ~ - ~ IY t ~~,I 1 3. U.S,A,G.E. ACCESS TO REMAIN OPEN DURING „ ~ ~/i / ~ ALL PHASES OF CONSTRUCTION.
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~ ~ ~ u ~ ~ 7,829~SF ~ / y.~- j I a~ P`"° ~b 3. U.5.A,C.E. ACCE55 70 REMAIN OPEN DURING
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9d X11- ~ ~ - 11, ~ ~ ~ r ~ 4. BUILDABLE AREA SHOWN WAS DETERMINED U51NG 7HE
6,526 SF j ~ ~ \11,- _ FOLLOWING SETBACKS, 20 F7 ALONG ALL ROW, IO FT 51DE, 10 FT REAR AND 10 F7 ALONG ANY WETLANDS.
~ / / ~ 1 + ~ 5. 7HIS FIGURE IS INTENDED TO ILLUSTRATE 7NA7 7HE LOTS
iL- ~°~4,331 SF Y T SHOWN ARE BUILDABLE WITHOUT ADDITIONAL IMPACTS 70 THE ~ ~ ~ ~ 1
~ 4,551 SF ~ ~ I~ ~ WETLANDS. ACTUAL SETBACKS AND BUILDABLE AREA IS SUBJECT i ~ ~ ~ ~ v"'~ ~l Ia , TO CHANGE.
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~ r . e. v 1 1 ~ e - } ~ / ~ 7GWN OF OAK ISLAND DATED APRILL II, 2006.
~ ~ - ~ ,y 4 ~ - l O 2. LAND PLAN IS SUBJECT 70 REVISION BY OWNER d' ~ AND LOCAL PERMITTING AUTHORITIES.
~ ~ ~ ~ t ~ 1 y~'/~ % 3, U.S.A.G.E. ACCESS 70 REMAIN OPEN DURING
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Q ~ ~ . u ~ 3,420 S ~ a ~ ~ ~ ~ ~ ~ 151 Poole Rd, Suite 100
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z / ' ~ FAX (9i0J 383.1045
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~ ~ ~ ~ 9 219 F ~ ~ i DESI(~1 : M. HALEY NUMBER ~ ~ ,
~ S ~ \ U' ~ Ai ~ ~r ~ ~ ~ CHECK : N. WINSTEAD SCALE : 1" = 50'
APPROVED : C. LYONS DATE : 3-12-09
~ \ WAT AT S ET B
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111= > ~ . t ~ ~ ~ ~ ~ ~
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Salk 12,894 SF
PROJECT NUMBER SHEET NUMBER
803-61 C-16

~ ~ ~ .-r' ~ ~ ~ ~ ~ ~
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~ ~ ~ ~ ~ 16,~ X6,458 5~~, I. LAND PLAN SHOWN IS CONCEPTUAL BASED ON
J ~ e` / ~ ~ t i YELLOW BANKS 50UTH P.U.D. APPROVAL BY i ~ i q, TOWN OF OAK ISLAND DATED APRILL il, 2006.
~ 1 / e ~ / ~ y ~ ~ 2. LAND PLAN IS SUBJECT 70 REVISION BY OWNER
~ r , ~ ~ ~ ~ ~ ~ AND LOCAL PERMITTING AUTHORITIES.
/ ~ ~ ~ 3 ALL PNASESCOF GONSTRUCTION~EN DURING
! ~ / I
~f ~ r / t~ ~ A, BUILDABLE AREA SHOWN WAS DETERMINED USING THE ~ ~ ~ FOLLOWING SETBACKS, 20 FT ALONG ALL ROW, 10 F7 SIDE,
10 F7 REAR AND 10 F7 ALONG ANY WETLANDS.
" / j ; ~ , 5. THIS FIGURE IS INTENDED 70 ILLUSTRATE THAT THE LOTS ~ SHOWN ARE BUILDABLE WITHOUT ADDITIONAL IMPACTS 70 THE
r°ti ~ I / J WETLANDS. ACTUAL SETBACKS AND BUILDABLE AREA IS SUBJECT ~ ~ TO CHANGE.
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s' ~ e~. € + ~ - A~ ~ / ~ ' ' ~ 151 Poole Ad, Suite 100 Belville, NC28451
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~ \ ,r'w ~ \ ~ ~ ~ e~ ~ ~ ~ ~ , r ; 1.-~fx;-''f ~ DESIGN : M. HALEY NUMBER
~ hi' ~ I~ \~i- CHECK : N. WINSTEAD SCALE : 1" = 50'
o ~ f ~ elk-- e ~ e i v ~ ~ \ ~ APPROVED : C. LYONS DATE : 3-12-09
Z ~ s~~ - ~ _ 15,83 S~, N t ~ ~ m ~ v, e l f ,111- ~,~.v
i ~ t tk r ~ 1-- ` t ~Y"/ 111. ~~y SEAWATCH AT SUNSET I-IARBOR
~ ~ - G - / a ~ ~ { o A ~ ~ ~ ~
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~ ~ ~ i ! ,>i~- \ ~ ~ \ YELLOW BAI~NCS TRACT
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LOTS WITH WETLANDS
ji:
a I .ti ! i 'f 1 \ PROJECT NUMBER SHEET NUMBER
803-61 C-17

i
i 506°19'30,"E
100.55
S31 °0755,„E
101.32
S59°58'41,"E r
6~'S 125,90 S00°Q3'0~'
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X m22 WETLAND FLAG °59,55„W N88°47 49 W
S~~ 900.8' L2000 LINE LABEL (SEE TABLE)
9~2'S2 l., ~ ~ i
„ y W DENOTES WETLANDS ~ w w ~
' W • 32 32 W
59 '577 ~ ,
L3360 y ~,3 W W 06. Z
20 W W W W W W W W W W UPLANDS _ .
y W W y W y ....J ~ W W ~ W W W W
. ~ 18 _ _ ,
15 W W W 156,946 SF ~ » L3355 W W W \ ~ W V W V 156,946 SF
36 - 5$ , W W W 877 r
S n$ V' W W „ V 1 W W W ~ ~ 57 L335 I " I• I W W W
~ 03 W W $ AO ~t~ S7 , , 2 W W
UPLANDS °g7 • W
~ W ~.Q6 ~ ~ 1485 434 SF 1334 ` W y n " W 3239 ~ W D L3 1 '
03 i $ 0~ , m320 5 a2 ~ . S7 _ L332 3333 W J 323 1 a10
•33 3 L3295 33 0 a15 - 23 942 SF ~ - 245 a2 a1 > ~ 2 m mS14 32 5 L331 ~ _ D7 I c20 34,984 SF
W m 31 L3260 L32 D39 L330 L33 0 a25 021 W W W 3365 m-31 / D31 L3300 a31
74 W m-.320 D 0 3250 c17 30 e3 1 W UPLANDS W ~ D3 W~ c25 a to 1 46
-360. L323 1~6 L 255 33 '35" L328 L329 15 W 6 SF" " 37 L 3~ 345,651 SF y W W W L3 80 c1 ~ 30 WETLAND LINE At _ W „jam W W 20 L3265 W ~c c5 ~
L321 m-340 m 325W ~ t WD1. ~ ~ W W WETLAND LINE " "
31 3215 3 0322 " ~ ~ Ct 34,984 SF L 220 m-355 W W WET~AND LINE D ~'1 W W W . W, -335 1 MEA HIGH WATER LINE
3 0 -330 128,760 SF MAP CABINET R, PAGE 279 2O5 W W v W 'Y W y ,y V ¦ " ~ V W W' ~ WA r W R V
W W W E W, T . , ~U
T m-350 J A . 0 C " T
N 48 3195 IC , T 86 903 SF f A N so T 90 03o sF y A .
UPLANDS 3 5 W\ ...s
9 1, ,
3153 y~ W W W? , I W ~WOY W W W W W 1 V~ ~ ~
I \tli y W W W W W/ tij. W V " W W W W / q
W~ W W 450u,471 W W W W W I/ ~ 469 W W 4 W y/ ,
OW~IW W 3160Y W W ~ A I ~ W 45 L317 W W W W ~ / ME N HIGH WATER LINE , ,i^, -ti,.
y,~W L3 70 W r W W i'~ MAP CABINET R, PAGE 279 ~ ~ ~ I " 'W 'Y W y/ \ y
V 3P6 y W W 1 v W((,,5,~ W W W „4 " W W Y i V V W y W Y W W
W ~ W W W W W W W W I W W W W y W W W W `Wy
I ~ W W~ W W W V W W
597,589 SF ~ W W W W W W W W ",yy W/ y~ V Y v W W V W W ~ , ' W W h.~~ W W W W~ ~ -
WW VyW• ~WWWWWWWWW~
4,408 SF / PLANDS 13Q W W W y REV. _ REV,BY
W W W W /V DESCRIPTION - ~ _ # DATE
W W W W W y` W W W S W W 597,589 SF REVISIONS
I 1~ W W V W VOW W~ - I W W W V W V W W~ ~ ' W W W V W W LINE LENGTH BEARING LINE LENGTH BEA
103,474 SF W y W y ~ L307o 2274 5 • " RING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH E 3J3~0 W D ~ N 0 57 58 E L3131 42.31 N56 56 34 E L3192 4.89 " L " "t LENGTH BEARING LINE LENGTH BEARING
UPLANDS $0 E338 0 05 13471 32.89 N53'58'3 " ! 808'1252 W 3253 39.27 5674031E L3314 30.29 p 1 E L3132 24.11 514E L3193 55,64 S69'49'S8"E L3254 25.77 N55'23'34"E L33t5 60.19 f314 30.29 N66'30'21"E L3375 27.44 S51'30'
W L5145 '~1D W ` W L3072 32.51 N45'05'01"E L3 33 " I ~ 7 Wj 7 1 26.48 N08 27 i2 W " ~ " W J~" W W W- _'---UPLANDS ° , " L3194 33.68 $58'2855 E L3255 27.13 N69 i117 E L3316 41.21 S f3i5 60.19 N61'01'45`E L337fi 31.02 S86'34'36"W f316 41.21 S64'29'36"E L3377 34.96 S81'35'38"E
I L3d25 W y y 3,012 SF L3073 42.00 N3107 48"E !;3134 37.86 N56'12'41"W L3195 87.23 S28'33'14"E L3256 17.02 S6T41'50"E 1 c 3p L331 21.62 , 5 ~ L3074 41.83 3317 26 E Li3135 26.81 N66'3T52"W L3196 37.50 ~ ~ 1311 21.62 S79'59'16"E L3378 26.12 N19'35'29"E
135 W W W W " S44b443 E 13257 26.45 N725447 E L3318 c 27.07 , W W W W L3075 46.29 N3334 22 E L3136 15.38 N48'4T48° 13197 68.32 " 55 V W W W W V W/ L3076 39.07 3TD4'02"E 03137 18.79 " S05'24 42 E L3258 21.51 N56'56'29~E L3319 28.84 5 1318 27.07 SB '50'22"E L3379 26.53 51'ST20"W f319 28.84 S 9'34'30"E L3380 22.51 N50'25'38"
'A I 3?40 0 45 L~12 ~ L3077 37.42 N55'00't6"E L3138 '~~355"E L3198 33.16 S12'OO~f9 W L3259 28.16 N 0'33'41 E L3320 29.28 N V d ~ 8 31 0 y W~ " .24 N85'19 05 E L3199 48.20 S26'16 58 E L3260 31,45 N60'5T57"E L3321 25.01 320 29.28 N53 3'59"E L3381 20.76 S8791'1 "W
N 0 3 L311 y W 5~ 3078 80.31 08'53'08 E L3139 29.63 S51'21'05"E L3200 9.60 S3T41'59"E L3261 23.42 N80'40'03"E 5 L3322 11.71 N 3321 25.01 NO 93'59"E L3382 39.04 S29'36' 2"W
/u W L3079 43,46 N 109 32 W 63140 29.05 ~ " S36 3 56 L3201 30.01 NB6"19 53 E L3262 19.35 S40 45 5D E L3323 18.28 S 322 11.71 N53'21'12"W 323 18.28 S72'29'52"W
25 3 OL 113' W ~ L3080 74.78 N 8'20'20"W L3141 34.63 0 • ' S 540 02 L3202 38.62 S70 04 05 E L3263 28,40 878'13'29"E L3324 15.00 N; ~ L3105 L3081 36.33 N43'41'55°W L3142 32.79 S3551'39"f L3203 19.87 " ' " 324 15.00 N38'03'35"W ~
575 57 50 E L3264 24,86 S15 27 DB W L3325 18.51 N ® 3080 L3082 21.33 N61'00'47"W 13143 54.39 '28'15" L3204 65.8 " " 1 N44b010 W L3265 32.14 N810009 E L3326 . 38.73 S. 325 18.51 N8391'13"W 326. 38.73 S44'20'09"W
UPLANDS L3083 29.96 N10'35'34"W L3144 24.80 851'53'44"W 13205 ' " • {V C ~ ~ " 34.52 S62't332 W L3266 26,46 N439448 E 13327 40,31 S x84,744 SF.1"~ L3084 14.D6 S62'22'46"W 13145 47.68 S545439W L3206 51.48 " 327 40.31 S7T08'01"W
0 / 591,5$9 SF L3085 10,18 N35"18'12°W L3146 ~ " S41,3130"W L3267 34.28 N814550 E L3328 29.00 SI 32.43 SOt 4803E 13207 61.93 S2105'54 W L3268 32.44 N29'23'04"E L3329 29,16 N 328 29.00 S84~2'23"W
W 9 13086 15.93 N33'41'06"E 13147 17.18 S44'33'f 5"W 13208 ' 45.19 S L3269 " L3087 29.04 N66'49'22°W 03148 46.00 882'82'52" L3209 41'10 32 W 30.90 22 30 25 E L3330 24.61 S, 329 29.16 N60'4Tii`W 330 24.61 S54'31'30"W i•,~gO~ijN1U>7p®~B~
L3075 W 52.04 S70b3'03"W L3270 49.72 " S62 47 27 E L3331 23,39 S; q,, MEAN HIGH WATER LINE 13088 20,96 N8296'00°W E3149 23.44 S82'13'18"W L3210 33.03 S63'36'S "W L3271 29.74 S73'5T51"E i331 23.39 S79'23'34"W W
Y MAP CABINET R, PAGE 279 L3089 32.78 546'12'05"W 13150 26.45 " L3332 36.30 S; Sii'2452 W 13211 45.34 N82'25'43"W L3272 15,41 N82'59'47°E L3333 13.57 N; 332 36.30 S7T38'50"W `~p'~ 333 13.57 N86'i8'57"W ~p,~
L3090 20.33 568'44'35" L3151 27.29 • S 446 23 E L3212 44.20 S78b8 35 L3273 30,37 N5310 50 E L3334 20.15 S( 1 3070 13091 27.27 N5T38'36"W 13152 26:83 S7TOD't4"E L3213 45.52 N66'21'29"W L3274 24.74 N18'53'23"E 334 20.15 SS '42'49"W A
L3092 73.52 5523728"W L3t53 43,50 09'35'55" L3214 L3335 17.97 SI 33.16 N68'2D'29"W L3275 3D.70 46'52'04"E L3336 17.29 335 17.97 S6394'33"W
13093 450.72 50T24'O6`E L3154 3 ~ 4.69 N14'33'S7"w 13215 24.96 N64°44'04"W L3276 18.32 S5134'06"E L3337 12.48 L3094 21.03 N38'0T22"E 13155 33.47 S 336 17.29 S68'5T22"W 337 12.48 S41'24'O6"W ~ L" +
N68 40 25 W L3216 38.86 N26'49'32"W L3271 118.27 S34'Dt'30"E L3338 20.55 S L3095 30.06 N34'32'08"W 13156 36.99 N23'28'07"W L3217 37.90 S69'54'35' L3278 42.39 S40'32'2 " 338 20.55 S21'OB'17"W i''~' ~ s o"
L3096 27.06 N56'23'38"W L3157 25.67 N71'28' 2"E L3218 45.70 63'46'45"W 13279 51.68 1"E L3339 16.60 g, 848 39 55 E L3340 16.83 S; a L3097 26,90 N74'22'53"W L3158 19.90 N59'S4'30" L3219 19.96 N7893'2 'W L3280 55.51 " 339 16.60 S31'3fi'13"W A 340 16.83 S29'36'27"E
S79 08 07 E L3341 26.40 S: a°, L3098 29,60 854'14'0 "W 13159 34.65 N25.53'13"E L3220 .110.37 ' ' " 341 26.40 531°50'07"W ®~®/rw~' N
L3099 40.93 N8T16'2 "W L3160 28,79 N43 8' " L322 S83114i L3281 19.18 N29'i854 E L3342 19.34 S; ~ 'i 59 E 1 27.38 " L3282 " 342 19.34 S3299'28"W
L3100 30.69 S52'18'13"W k3161 23.83 09 '17" 13222 N82 39 59 E 49,77 N72 54 35 E L3343 8.23 S+, ~ 16,69 N64'48' 13283 6 " Y 13101 26.07 N87Y4'S7" 10 E 1.60 N840109 E L3344 24,42 SC W 13162 29,81 Ni5'S6'48"E L3223 53.47 Nfi6'05'56"E L3284 93.04 N74'1T27°E L3345 36,03 SC f43 8.23 511°04'06"W f44 24.42 S03°28'52"W
rn L3t02 26.00 S86'41'59"W L3163 27.27 N49'13'ii"E 13224 28.11 N70'52'40"E L3285 40.43 " 345 36.03 S0332'36"W
N705i 28 E L3346 21.50 Sr T 13103 27.31 N3630'50"W 1:3164 37,94 N68'59'05"E L3225 41°81 N5T44'24"E L3286 56.03 Sfi4'1T " ~ L3t04 38.47 N3436 51 E L3347 27.21 S; 346 21.50 S00'02'14"E f47 27.21 S2T29'03'E
19"W 13165 8.07 NO1b0'57" L3226 32.33 N61'38'20°E L3287 73.95 N 0'28'30"E L3348 23,56 S1 o L3105 29.22 N76 36 48nW L3166 36,80 N24'1T55"W L3227 61.47 N44'53'57"E L3288 40,58 58725' " f48 23.56 S10'55'40"W
37 E L3349 22.44 S N L3106 22.04 N66 44 45"W L3167 18.40 S67 3751" L3228 18.37 NOD'30'08°E L3289 19.17 S15'40' " f49 22.44 Si3'31'02"E f50 40.85 S03'03' i"W r
L3107 25.30 S60'59 23 W L3168 12°24 575'09'39" L3229 48.71 N69'23't8°E L329D 48,71 54"E L3350 40.85 SC N8135'13 E L335i ..17.12 S'~. ~ L3108 41.38 S62'46'23" " W L3169 30.07 N78'4047 W L3230 34.44 N61'31'42"E L3291 32.82 N40'30'33"E L3352 25.72 51 351 ..17.12 s1r2s'47ME N.C. GRID NORTH N.A.D. 1983 GY19'I ~GeYI ~1 ' I ~C.
L3109 37.11 S6T50'49"W L3170 ~ 16,3 " " 1 N23 02 09 W L3231 33.62 N14'42 42 E L3292 85.36 " c~*, , " f52 25.72 515' 9'07 E s"~ 181 Poole 11~.SNte f00
L3110 27.92 S5220 9 1!3171 19.42 49'20'15"W L3232 30.69 N 1'4420 E L3353 21.24 S; ti , L311t 40°65 S46gTOQ"W L3172 39.92 S79'04'20' L3233 28 22 N36b3'39°E 13293 29.22 N2092'28"E L3354 23.95 S1 .y L3112 38.78 " S83'54'15"E L3294 37.74 N30'44 05 W L3355 '32.53 21.24 535'!2'26"E , ~ f53 , ~ 't3 Belvllle,NC2B48t 154 23.95 S1896'39"W 300 150 0 300 60Q ~ ~ .TEL (8fDj383~foaa
S22 48 05 W L3173 41.34 S45'10' "W 13234 30.44 N44'13'41"E L3295 35.38 S78'19'25"E 13356 17.65 ~ .55 '32.53 Sts'5o'2s"E ~ Far(efojse~foos '
L3113 4.45 N61'55'45"W ~ " SL L3174 .69.60 S54 35 W L3235 69.84 N68'38'0 "E L3296 58.48 S63'20'49" L3357 38.17 S( 114 20.31 N23'30'48pW L3175 48.94 Sfi '14'21"W L3236 24.68 N60'02'OS"E L3297 52.18 S46'26'28"E i56 17.65 S00'04'29`E A ~ www.capefearenyineerfny.com X57 38.17 505'16'28"E ~ 3 ~
TOTAL AREA OF 13356 47.48 SC L3115 30.13 N5i 26 i5 W L3176 59.24 S49'40'09" 13237 109.10 N35'43'55"E L3298 59.21 ..563'30' 5"E X58 47.48 S02.40'22"E ~C ~
~ 1.3116 30.92 N56'30'1 L3359 147.32 SO v WETLANDS ARE 2 6 L3,17 26 92 , , 3,W L3177 60.5t S1T56'S1"W 13238 100.31 N09'24' " L3299 45.53 N7 ' 4' "E L3360 44.79 S3 3,6 ACRES. N462958 W L3178 31.94 S36b0'47"E L3239 • ' " • ~ ~5s 147.32 so '33'41"w GRAPHIC SCALE: 1" = 300' 60 44.79 S30'33'17"W ~ DRAWN : S. Kennedy PROJECT
27.04 42 0135 W L33tb 62.74 585 24 37 E L3361 16.70 SO TOTAL AREA OF UPLANDS ARE 48.60 L3118 20.93 534'28'08"W 13179 17°00 S38'53'59"E L324o 597 07 ' " • ~ " 361 ts.7o sos'o3'4 "E DESIGN : S. Kennedy NUMBER ; 803-04
N66'56 59 E L3301 40.37 S76 05 59 E L3362 25,69 S6' ~ 13119 32.47 SO6'34'14"E 13180 -80.27 S20'39'13°E L3241 52.35 S5 3703"W L3302 70.00 N80'28'54"E ACRES L31zo 38.89 511271 W 63181 57.23 • ' " , „ L3363 20,59 S5 62 25,69 S69'42'07"W 63 20.59 S52'39'00"E CHECK : H. StOCke SCALE : 1"=300'
S444915 W L3242 40.35 S763156 W L3303 100.21 N75'21'tt"E 13364 14.83 S, 64 14.83 576'01'49"E "THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS APPROVED : H. Stocks DATE : 17 AUG. 2004
w 13121 41.28 534'02'36"E L3t82 66.77 S1 ' '29" 13243 236 " " . 0 55310 48 W L3304 34.92 N87b4 48 E 13365 37.95 S0 L3122 28.39 S55'i6b7"E L3183 14.18 NB6'34'58"E L3244 9.58 " L3305 " a N63 35 2 39.58 s5 37s5 so4'53'3s"w WATERS AND IVEtIANDS ALL AREAS OF WATERS AND WETLANDS
L3123 19.18 N82'4i 54°E L3184 65,76 875'86'5 "E L3245 47.79 4 W S60 00 58 E L3366 17.60 S4 L3124 45.31 S06 38'5 " S19'34'40"W L3306 65.32 N60°3756"E L3367 35.11 $7; ss 17so s45.35'21"w REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER 67 35.11 S73'o3'o2"W ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
H 6 E L3185 20.18 871'84'39"E L3246 19.49 SOB'44'33" L3307 52.92 L3125 .36.23 S36'38'i4"E L3186 38.75 811'2731"E L3247 27:81 E N86'Ot°29"E L3368 39.62 S5~ 68 39.62 559'53'40"W
~ 13126 31.77 S55'S ' " S10'53'41"W L3308 59,31 S85' 1'22"E L3369 48.56 S7 7 22 E L3187 23:01 S88'26'36"W L3248 30:04 502'36'55"W L3309 27.60 N62'40'25"E L3370 42.40 a THE TRIMBLE PATHFINDER PRO XR AND EXTERNAL ANTENNA WERE USED 13127 38,87 S78'22'59"E " 58 ss 4a.5s s7793'37"w UNLESS THERE IS A CHANGE IN THE IAW, OR OUR PUBLISHED MAS P®TIES,INC°
FOR LOCATING WETLANDS ON THIS PROJECT. ONLY THE MANUAL 3-D L3188 78.82 N66'26 57 W 13249 18.09 535'11'19"E L3310 56.93 S85'2T34"E ~ L3128 34.36 S66'i6'06"E L3189 23.38 L337i 43.72 9~ 7i 43.72 58644'19"W PERODTNOT,1' HEXCEEDRFIVETYEARSAFROM THIS DATE.F THIS SEAWATCH AT SET HARSQ
w POSITION FIX MODE WAS USED. POSITIONS WERE DIFFERENTIAU.Y CORRECTED L3129 39.56 S60'23'06"E 90 N73'3B'33"W L3250 22.18 S20'25'52"E L3311 4D.Oi N66'31'14"E L3372 33.69 N3. ~ WITH BASE FILES PROVIDED BY THE NORTH CAROLINA GEODETIC SURVEY (NCGS) 13130 41.28 L31 32.45 N64'24'30°W L3251 24.99 SOJ'4711"E L3312 30.82 N70'33'28"E L3373 35.04 8( 12 33.69 N32'Ot'20"w DETERMINATION WAS MADE UTILIZING THE 19&7 CORPS OF ENGINEERS
N53'25'52"E L3191 49.15 N69'52'5 "W L3252 38,45 80703'46"E L3313 29.00 N86'12'49"E L3374 I m BY USING THE POST-PROCESSING PROGRAM IN THE PRO XR S SOFTWARE SUITE, i9,99 N4, 73 35.04 80'0T23"W ENG ETLAND DELINEATION MANUAL. LOCKWOOD FOLLY TOWNSHIP BRUNSWICK COUNTY 14 19.99 N4993'04"W
i PFlNDER. THE HORIZONTAL ACCURACE FOR THE DIFFERENTIALLY CORRECTED DATA a IS 1 METER OR LESS.
c -°'t,~/~-----'" ~{,~J, ~Z~ c~ .NORTH CAROLINA
I I C 6RA1V f`f1ADC !1C cw~ei~irroc oeooree~iremrc
v.v. nivn1 VVI\I v V1 LIYVIIYLLI\J I\Li 1\CJLIYIAIIYL
3 m E~
3 Q TITLE YELLOW BANKS
a
i m 0 DATE WETLAND DELINEATION NSA
/ m
0
/ a PROJECT NUMBER SHEET NUMBER
803-0 1

® o ~ ~ SALES
~ ~ ~ ~ CENTER ~ ~ SW8 040622
PHASE g ~ ~
/ (FUTt1RE) ~ ~ COMMERCIAL
SW8 051201 / ® ~ ~ SITE
MERCER MILL TRACT LOW DE NSI TY A S PERMITTED
PHASE ~ ~ (FUTURE)
PHASE PERMIT NUMBER S1_ TE AREA AG PROJECT AR A AC. OTAL BU _ T A (AC.) PERCENT IMP. 9 ® ~ Swa 051201
1A & 1B SW8 040614 222.89 213.92 55.77 26.07 F ~ C yi
R 2A, 2B, & 2c sw8 o4as04 ~ 178.91 153.52 43.86 -28.57 OR R®'9~ 5 Ac. ~'yhj
R P 3A SW8 040753 PR~ ,TUBE ~ it ~ ~ q ~ ~ - ?
60.27 57.97 14.03 24.20 o + ~
3B SW8 061110 5 0 54.00 54.00 0.99 1.87 o 5 0 f
4A, 5A, & 5B SW8 050639 112.22 94.36 26.90 28.50 0 ~ a.~ alWs ~ 978 977
o 10A-D SW8 060150 260.04 221.32 70.59 31.90 Slc. .sty .yi ® 97g
EXIST. ROAD N/A N A N A / / 4.24 N/A r" 9 C -+~tts -x~uas. -3~ •~I , ® 980 ~PSNUSr 975
TOTALS = 88833 795,09 216.38 s x 4/ - / 5 ~
27.21 r \ ~ ~ i t'~-j ® _ 987 971 97 ? 974
NOTES: 1 .n,- ~ ~ ~ d, ~ 2 970 / 973 ~ au- .u~. .v..
1 1. THE VALUES FOR ,PHASE 1A & f8 REFLECT THOSE IN THE EXPRESS STORMWATER MODIFICATION SCHEDULED CLEMM~IS t 1 I ~is. ~ .983 969 a8su. ,vn„ a!~ .~u
1 FOR 1/29/09. TRACT
2. THE VALUES FOR PHASE 2A, 2B, & 2C REFLECT THOSE IN THE PENDING STORMWAIER P / SW8 061140 ERMIT MODIFICATION ZACT au. . o78s. ~y .u,:` s84 ~,,s. ,s. ~ ,u. Y .w. ~ 06114 0 1114 g~ 107g' l s 865 995 994 993 g92 985 g86 g6I ,mytb,
3. THE VALUES FOR PHASE 3A REFLECT THOSE IN 1HE PENDING STORMWATER PERMIT MODIFICA110N. (CL.Ec GR. ONL ~R. ®NL1~ ' ~ 1113 ~ 080' ~ Or 864 866 88g 8~g91990 g89 g88 g8 95 953 A'~, 96963- . ~ ~ .w. s. ~ x
4. THE VALUES FOR PHASE 3B REFLECT PERMITTED VALUES A MODIFICATION TO THE PHASE 38 STORMWAIER r 1 10 B87 9890 TgRq 7
IS PLANNED, BUT HAS NOT BEEN SUBMITTED AT THIS TIME. 111 81 ~ O8 ; 863 867 asr89 sTRff1 954 964. ~ • 2 3 886 900 289 89q 951. 95 .,u. '
5. THE VALUES FOR PHASE 4A; 5A, & 5B REFLECT 1HOSE APPROVED ON 12/12 09. / 6. THE VALUES FOR PHASE 10A-0 REFLECT PERMITTED VALUES. ~ • 117 ~,IYUN CIBCtf 1084 I > 860 868 885 ~8s a'" 950 5 v 963 Oi 897 89s as - ~ 956 • ?
1 I 1 1110 t11 i12 1!0!112 111s 708 ~ L 861 869 884 909 898 4 \ g62\ .,u. \ I I 860 E e~ 90 g05 49 48 '946- 957 0
d \ 1109 112 112112 f? t12 112 10 ~ ° ~ 870 a 88? 908 g 61 .u. 4 ' ~ 8 i 887 910 909 Q 94$ 58 - ~ ~
\ ~ 1108 RARITAN YRAn ` ~ 59 w 871 c 9pg 907 l/ 944 ~ ' 95g
r f 10 858 z MnUS e>mE 942 43 I 11347/3 11 113 1130 B7 L ~ 8S7 870 ~ 80 91191 913 149!5976 p 918 ~ 960 ~
1 e 1107 PHASE
MERCER MILL TRACT LOW DENSITY AS PROPOSED y 'r / -i l-a. ~ 1106 p3 ti3 J3 1 13 1088 B73 878 919 941 940 9 ~ .I ~ a ~ p a. 856 µ ~ 2s ? 2 2 ? 92 7A 1, 92
9 ~ ~ 1105 ~SBEU WAY 1088 I 855 ,H 874 87> 0 0 gag( ~ b~ - ~ I 1090 ~ 875 _ Nunn o~ 937 , " .,1,_ ~
PHASE PERMIT NUMBER ,SITE AREA AC. PROJECT AREA AC. TOTAL BUA A C.~ PERCENT IMP. _ 1 tlo4 1141 t14° SW8 051201 ~y~t 1 654 87g g28 929 930 937 932 933 934 935 936 ~
1A & 1B SW8 040614 222.89 213, 92 55.77 26.07 / , 110 ~ 1091 1072 853 9g6 1024 a~lwe. L t04J ~ a
2A, 28, & 2C SW8 040904 178.91 153.52 43.86 ~ PHASE ~ 3 F~ ~ 1092 1 997 1048 9 04 04 04 !04 104 7025 ~a 10T~ -i0-~ -W- ~ .w- ~ .,t,. ~ 8A / 1102 P p 071 ~z ~ ~
28.57 3A SW8 040753 60.27 57.97 14,03 24,20 v ~ ~~a 10g,~ 1070 sse ~ ~ l03S 103 ~Ap 1039 1026 Z 7029..
® 11 B ~ ~ aU- AIL AIL AIL 1LL 1\ Sw8 051201 l ~ 1101 1094 l loss ~n 0s ~ ~9ss °3 1027 ~ 1021
3B SW8 061110 13.84 13.84 4.00 28.90 6 ~ 700 a 1064 ~ 1000 ~ 1033 ~ 1028 x .u. .v. .io.
4A, 5A, & 58 SW8 050639 112.22 94.36 26.90 28.50 ® 1 i ~ ! 1f>• 1 p 109 10 8 k~ 03 t ro29 102 ~ ~u. .,u. ; \ 1 'tt\loss ~P ros7 96 6 ro~ - `1001 Oo 00 1004 ~w i 030 ` .3uYa aWiF. .~u1
10A-D SW8 060150 260.04 231.32 70.59 31.90 ® I -1 098 '106.6106 ` t ' \ OOS 4~ 1019 ~ .w- .u,, ~ ~
EXIST. ROAD N A N A / / N/A 4.24 N A ® ~ , 1006 P \ •~We- .aLWU~ .3
/ TOTALS = 848.18 754.93 219.39 29.06 ® mow.` .,u. ~ ~ ,w- ~ 1049 1050 1007 ~g 1018 ~ .,t,. ~ ,a " ,u,
.~ys, a4t~ ~ \ / ,~tsc- ~ ~df' I. 1. ~y 104 100 fXi 101 ~ a1C9a- 3lLve- a4l~rra •
NOTES: t~ t. v. ~.,,i / y- , a. / 1051 8 7 s.. .,r- ~ ~ , ) ~ 1 ~ loos .u< PHASE
1. THE PROJECT AREA FOR EACH OF THE ABOVE PHASES WAS CALCULATED USING THE 100 FT STRIP/ 25~ PHASE WETLAND RULE. ~ 5E ~ ~ ~ 618 617 ~ ` .,y,. lost ` g !ors ; ~ ~u,~ 7B
5B 2. STORMWATER PERMITS FOR PHASES 1-5 ARE CURRENTLY IN THE PROCESS OF BEING MODIFIED. PHASE 6 3 a - ®e w 1010 ~ ' 10 ®B 615 61 619 spo CHAPEL SITE ® 1054105 , l '`t` 15 - ~ ~ ~ ~
MODIFICATIONS TO THESE PERMITS ARE SCHEDULED TO BE SUBMITTED BY 10 1 08. THE VALUES ABOVE FOR s14 s22 6 q sss (FUTURE} ~ ~ 1011 0 ',1014 Sw8 051201
MOD. SW8 050639 ~ SITE AREA, PROJECT AREA, TOTAL BUA, AND PERCENT IMPERVIOUS DO NO7 REFLECT THE CURRENTLY 050639 ~ 613 ?1 597 640 ru. 'tli" 1012 1013 , y
PERMITTED VALUES BUT REFLECT THE VALUES EXPECTED AFTER PERMIT MODIFICATIONS ARE COMPLETE. (SW8 050442] ~®442) ~ 623 626 _ / ~
s oslo5a 3. THE PROPOSED SITE AREA FOR PHASES 2A, 28, & 2C HAS BEEN CHANGED FROM THE PERMITTED SITE AREA 612 624 598 639 m 641 .v,, ~~a®~ ~ / y~ ~ .
DUE TO OVERLAPPING BETWEEN THE PERMITTED PHASE 2 SITE AREA AND THE PERMITTED PHASE 3A AND PHASE 1 10A-D SITE AREAS. 611 QL9 cam, 625 59 638 0 642 .nom. . "~f 9
1 4. THE PROPOSED SITE AREA FOR PHASE 38 HAS BEEN CHANGED FROM THE PERMf TIED S1TE AREA BECAUSE WHEN - 'N,~~? 610 60960 60 63 637 ~,~Y 643 s. ~ ~ ,u- .w- ~ ,u, ~ ,u- s ~
1 1 ORIGINALLY PERMITTED THE MAIN AMENITY SITE WAS PART OF PHASE 3B. SINCE THE MAIN AMENITY SITE HAS BEEN I ' 8 607 0 635 6 ti~ 644 ~ u' btu 606 ~O 601 634 _
EXCLUDED FORM THE PROPOSED LOW DENTISY SECTION, iT IS NOW CALLED PHASE 3C AND ITS S T $ I E AREA AND s 1 633 15 714 64S ~ ~ 1059 1058
IMPERVIOUS AREAS HAVE BEEN REMOVED FROM PHASE 3B. s7 ss 59 S8 l... ~ ® 605. 602 632 7177j 713 646 1060 105 ~ ~
®o so 604 603 631 71B 710 py 19 Ill 647 a5ll60. a1lN(s.
s s a. ' 61 E1~6 65 S4 ~ PI ® .v'. 63 4 r ~ 1 ~ PHASE s3o 7?0 710 5'' 1os1 1os5 p~
~ 53 ' ~ 5A 557 658 ~G~ ~y~4' 721 709 5P0~~~P 649 648 1p5~.~ .w. M -'u- ~ y P~D S9 629 722 70g ~ 50 ®
® 62 66 ® ~ 88 67 t 651 6S7 .a. t~ 556 60 ~ 723 650 653 654
d 73 72 7i 52 ® 74 70 69 ice`' "i 050 555 ~~8 561 62 ® 628 24 707 7 p 0 655 656 65g ~ Swfi ®7®11
78 7J 48 4 SD ~u. _ ""a 563 6?7 7?5 726 0 70 ~ 69 660 ~ `
9 554. .727 l0 0 9 4 66~` ~ S86 564 ~'RACpUiC . 2 2 3 698 95 69 g, s7~ 662 ~ ~1!Us
.a! 80 g2 93 94 95 96 97 47 90 91 ~ ~ .w. 1 ; S53 587 S65 ~ 838 4 WAY 3 3 734 97696 69 90 ."F~ 663 ~
f 81 4 89 116 6 . 552 585 v 68 ~ .bra.
~ 82 117 98 ~ l 0 , 88 p., 688 3 73 43 ~ 551 584 589 .568 8S1 839 837 735 3 cessty~ 739 4 7 8 6g6 664
~ ( 178 115 gg 45 44 ~u. 43 # -aux. \ 83 87 124 12 3 .~wi. ~ ~ ~ SSO 5B 567 8 qP. ? 41 8 665 ~!u.
/ X45 144 ~ 3 1~2 119 114 10p ® .146 143 ` . ~ 84 86 39 q0 VE 3 590 568 50 840 ~ 754 5 5 757 5 090 742 685 ~
i 120 113 i0 549 580 5 0 12 849 841 836 830 2 EOiq 755 49 ~Y 743 684
~ 142 ~ 121 112 38. O ` i 80 7 148 102 .i ~ } f.,, . 81 9 r 111 10 3J ~ 4 ' X548 ~ 581 91 ~D S69 i~ s~8¢2 835 8 2 2 2 2 AND R 7S6 74 ~ s83 s- ~
t' 547 ~f 592 ~t 570 ~ 848 843 34 80931 870 81187 Ip 2 2 8p Kf r'r 757 747 744 682 667 PHASE 42 ,~i 6
~ 8 78 125 71 3 ~ 41 2 2 149 ~ 141 0 104 ~ 3g i' r: PHASE 7 150 140 126 109 105 35 / 1 S4g 580 593 571 847 844 33 813 14 1SB1 8p 81g 'Y 758 746 668 r~ ~ .u.. r 1~,,,~
~ ~ 545 579 4 57 845 3p 772 7j ~REy 8l 818 745 59 2 846 808 s 771 0 160 759 681 669. I
10A ~ 139 ~ .,a ~ .w. ~ 1 i0 76 151 27 8 106 34 .w. { r ~ 1 5 84 / ~ S44 578 595 573 806 807 ~ 773 769 768 764 ~ ~ 761 -w. ~ Sw8 070114!
~q 138 ' .allfs. .aflu. 128 707 33 ~ 12 8S S 5 i.. ,1 ~ ~3 ii 5 SW8 06105® ~ na 32 ~ 12 ' 680 ~ alNos. ate. ai 13 it S43 577 S7 805 ~i' 7g2 ~ 774 767 ~Q m ~ 'i'- I 67g C~
4 i~. 1 ® 13J 130 129 29 i ~ 14 PHASE l~ 86 153 152 1 134 133 132 131 ,~c J7 31 ~ 4 804 793 ~ ` ~ 67 670 ~ y ~ 8
/ ~~M 136 35 '4" 176 17 ~ 15 10 10B o~. ,i,_ 87 13 i 9 A 28 19 l0 642 S75 794 791 775 .w, ~ 7 765! .ue. ~ ~ 0 672 671 ~ i a1~u. -a~fuu. ~ 19 9 ~ 541 576 509 795 790 776 , a1dlf<. ~ 76376 P 677 674 6/ .a. s~. _n. i
® { 174 7 1 30 ~ / 76 9 1
.w. wESi 173 ~ i7 20 1 SW8 061050 ,w. .,u. ~ 89 I2 154 168 169 770 177 172 18J 181 27 ~ 8 20 $ , S40 510 8 ~ 789 777 lu. ~ O ~ I 676 67$ ~ ~.w.~. --~uvs .r a>~Xs a~
92 93 188 ~ . ~ ' / 90 71 ~ 186 182 J 24 23 22 21 7 511 B O y,. .w. ,v. ~u- sus a au. 21 78 ~2 ) ' 539 538 807 7g7 , r 783 .782 781 780 79 778 ~NBt• .rllt~tc- ~4e- ally 4 .av~ts.
" / 91 155 167 193 1g2 197 190 = 189 206 18S 184 183 f~ 25 3S 36 3.. 39 94 70 122 oR~ 6
34 7 3 156 ~ 205 ~5?. ~a 40 204 121 123 26 4 5 C `M ~ 6 537 S72 ~ ~ 787 78~ .v,, ~ .ui ~ ~ ~ ~ .u,_ ~ " ~ B00 - 3 4 5 X36 513 7gy 798 7867 .~u~.° a~ - .nt~utc -bus. iii- etc- a!~ ~Ltu. a~.4s al~at- xn.
':d. .n. ~ 40 3 62 3 vNFNCw Cnassn+c 3 ,u. ~ 41 1 166 194 79 79 19J ~ 1 2 I 65 a a s. a .o-. .a .m. a. .u. ~
\ 104 v ` 32 46 4 61 84 5J 5 6 115 18 119 120 124 ~ 4$ 44 4 15 ~ 165 2 e >1~1 ~ ~ r S3 514. .w. ~u. ~u. w- ~ emu. .w-
.m.~ ~ .y~ ~ m. ~ ~ ".+.a. ~ .a, 31 47 3 60 5 8 ~ 03 1 A ® 12. 532 533; 103 - \ 15 v 164 14 1 ~ ~ ~ 529 S30 531 3 534 5 5 ~ „ CAM A Sap 53 5l ~ .MAJOR ..Ur_ .vL .,u. .uc y .au.
~kE 49 59 66 9 202 ~ 0 26 S30 531 Pa~~ 517516, .btu. BRIDGE LOCATION
CAA O•., 102 10J 100 g9 9 97 ~ 50 ~ 113 128 127 ~ ~+t~ ~ ~~,~p P .a. ~ .o. 8 96 9 30 51 58 760 163 207 ~ / 1 9~""' 578 ~ ~ m ~ ~ ~ .v,'6e- a~lsss. m~
~ ~ - S 52 69 ~ 1 J 112 / ~ f, .y . MAJOR ~ ss s8 1s ~ ~ , . 2 s7 is1 isz s SW8 061050 ~ w?~ 2 1.~ 528 5 n .w. • ~ a ~ .u. ~ .a / 9 27 26 53 57 200 111 3 ~ 27 526 5 521 " u .,v. a ~ - 520519 i - .w, yL ~
S~ 1 G G ~ 4~". ' y,. .,i,_ .w. .w. .u~ .u,. 28 56 ~ 4 ~ 24 52 52y ?5 54 55 { O g 6 5 3 521 ~ aL'~1s - a1? a~lta. 124 523 522 ~ ~ j ~
ll0 r J t -sufs ll .au+rc- .a1~k. aku• -ate 2 1 14 105 10 ~ 7 4 5 6 I /
~v. .a. ~ .w. ~a. .a. U~ 16 107 108 10 s. E ~ a .a. s. i' : ~ .w. , ~ ~ .w. .w. .us .,i,. ' ~ .,u. 23 18 17 ~ 13 12 11 1p .w. .w. ` ~ , ~ .u,. ~ .w. .,u. ru. ~ A
.:1~1f~ -all6!~c. ~dltw _ 45 -~~c. ~ + . - .~1~. .~1~. a~~ic .a+l~. aVWc~ ~ a1W1s 22 2t 20 19 ,fir allllrs. .illl~i. a}~s x. .3N~S.
y,. .w. 47~ ~ aL ~ ~ .w. .w. .w. .m. ~ .w. emu. ~ .,u.- / ~ .w. :w. .u,. emu. .w. .w. .,u. ~
43 ~ ~n4LU - -akl~s aflldL4 aalra. ~S. al~lte- ~k -a4~u- +'a~ -~N+t ~3Wra- ~sllta. ° ~ , .o~ ~ ~ / \ ~ ~ , ` ~ ® auk- o
.off ~ ~ ~ ~
do 4 Sn 51 ~ e'.aa~. .~vaar^.r~u~ .~uA .~w~ .~w~ bv~ ~w~ ~wm v,u..e__ /,~~~u. .,sue n~~i®1,.,, -~d~~,,. ~~e„ ...0.

53 .m. ~ .us .w. ~ I y. .~s ,u. .w. .w. .w. .w. .w. .w. ~ ~ \ .w. .~.ti.-~ ® S4 ,~WJx ,...r,. .~~i~,. ~1Ws ~ .~1E -~1t. ~ .~+c a}ll~r6. •~NU. -arc. •3!~ -a4~fs. auttEn 4 498 f! ~
47 77 7g 7$ 55 ~ a ~ ~u. ~u. ~ ~ ®.a: t s. m .e. a a 94 495 496 497 499 502 503 504 502 503 504 sOS ~ ~ ~
~ CAMA ~ ~ ~ ~ 493 40 76 ~ .auru. ~ 1 ....r„ ~(u- , ~ 50p 5 506 ~ 0
~ .L 1vIAJOR r ~ 309 310 ~ 8 325 / . 492 O WPY ~ 39 79 57 .,n 'y,, .u,_ 30X,,,•, 311 \ 324 A
L 73 S8 Ctrs ~ ~ 306 ~ 323 38 80 7 ® ~ ~ ' 32 p~y~ 491 ~ ~ sob _ ('1 emu,
2 S9 ~ .m. a s. a .c. ~g 2 326 / ' ~
CAMA ' 71 62 m .,tr. .,u. .w.. .w. ~ .sue .w. 3 u. ,n• ~ 9P"'~ 37 7p ~r 63 60 ` a~ slow .~~c a~lu¢. 05 3t2 321 ~ 4 46S 64 63 1 81 69 64 61 \ S a 327 s 46 6 62 6 ~ ~ 63 82 61 _ --a~u.
MAJOR ,,~p~' ~ ~ ~ ~ . ? ~p 6 1 36 ~W' 04 QQ 46g 46 65 .w. ,u. .m. / .u~. E 313 , 320 3 f ' 45 4 46 45 4s8 a f s.~
SITE 1 ~ 66~. lpl , , , ~ 28 424 3S ~ ` •r1~ts -misw 288 -mow autw 03 314 ~ 329 ~ j o4~
b, r. ~ ,r. •a / ~ ~ 319 s. 4 86 8 84 483 48 i~ ~ .w. .,u. ~ .u~ ~ ~ 1289 ~ •m- ~ 330 f . 25 48 2481 4483 48 ~ 45j s6 55 S4 453' 452 ~ 2 481 ~ ~ ~ r
34 ~ 82 68 67 / 100 ~ ~ • u~. ~ 302 315 318 ~ 426 490 48 4E ~c ~ 331 13 427 4 478 47g . 479. 480 ~ROtrw PgME 451 " ,m\ _ ~ ~
PHASE p 3 / ~r. x :a. ~ 31s 47 47 7 7 f 3 .w_ ~ .m. ~f .w. ~ .w. 287 .u,. ~ 301 332 30 47 7 47 99 .428 42g 470 ~ 47 478 450 ~
83~ •ml~• 96 tort- ~ 290 w PHAS 317 3 729 1A ' 32 f ~ 300 33 29 \ 43p p0.-~' 44 443 4 447 48 449 . tE 44 8
R ,s. ~r. g8 .a / 286 2A 334 44 441 Y 3j 84 .w_ ~ .w. g7 1 p2 .u,. ~u, y'- 'n`' 2 31 30 43 43 438 43 43 44 44144 443444 .i / ~ ,r,.,. `-A
SW8 ®40614 afll!/s.~w~c. • il~lta. emu- .q. -il1~3c• 291 . 99 335 4 30 ~ 432433 434 35 43 ,r,~~,.-- 28S i 3 336 131 J ~ .i W~ EASE1~7 PHASE ~ PHASE
30 85 ~ ~ ~ ` 292 298 SW8 0409®~ 37 1312 y ~ ~'t f 3® 3C
8 ~ 95 2 r 338 f o 29 6 87 88 89 90 9 1 err 1 84 293 339 423 311 ~ auV (~s .alllus. ~Ltt l
92 103 ~u. 4 ~ = ' ,L ~ a s. ~ ® 2s X283 294 FUTURE z2 310 ~ SW6 061110 SW8 080659
1 P 93 i , ~"l p 'i1(~ 04 35g 427 ®.t~ 27 12 94 lOS a 2 295 ~ 30 PHASE (ROAD ONLY) (SUNSET PARK AT SEAWATCH
7 ~ 8 128 126 ,,p 3S7 359 420 W 10 ~ ~ ? \ 2 v 55 5 3A ®Y PARAMOUNTE ENGINEERING INC.)
26 ~ 107 6 /a}yw ~ llw 296 5 S 36 41 125 ter 5 o s
1 145 129 ~ a } 5 S -i ' SWf 25 7 ~ ~ zso 2sz 4s 418 PHASE SW8040753
14 73 24 a4uk• ~ 4 4 377 372 3 6 p ~ ~ ~ 279 4 417 04 2C 24 144 13 123 708 C . 714 115 116 2 34 6 6 7 373 416 3
13 147 1 78 3 1N~"~ 0 71 117 44 6 374
23 143 132 122 109 277 34 6 s 3 415 ,g^ 148 112 3 64 75 30 30 ~ SW8 0409®~ ® 12 ~ 0 14 133 121 11 2l6 342 36 37 474 13p
~ ® 22 13 0 117 36 6 413 ~ ? t 149 14 8 734 120 ~ 262 27 340 2 377
11 137 7 261 S 34l 361 3 412 14 27 1Sp 140 3S 179 260 2 88 78 417 J ~ lp 7
15 243 136 11 259 4 8g 87 ~ 7g 41p
® 9 7 79 2p 139 24 ~ 8 ?63 90 86 80 ~ 6 18 757 2 244 ' 249 258 P7 391 387 8 17 3 385
245 ~ 257 264 92 9 384 83 82 409 7 152 224 241 250 2 265 3gq E~~ 4
?46 S6 266 ?72 9S 08 ? 6 755 223 22S 24p 251 25 ~ ?7 39 399 407 MERCER MILL TRACT (HIGH DENSITY)
239 247 252 5 7 9 9 -1 5 156 154 222 226 ?70 4 406
Op 4 IS7 753 ~ 2 227 238 248 253 269 ~ 405 PHASE PERMIT NUMBER .SITE AREA ~ACJ TOTAL BUA,~AC.)
Zl 254 268 401 3 187 ~ Z 26 402 403 404 3C SW8 080659 XX.XX X.XX
? 58 l 220 28 237 7 9 2 186 ~ 229 236 ~ (IAA
rss 9 27s FUTURE ~ 6A & 66 SW8 070114 115.15 39.25
J J85 235 z3o MULTI-FAMILY 60 t84 218 234 ® ~ 7, 8, COMMERCIAL SW8 051201 232.80 104.44
' 188 167 ~ 23 ~ ~ 189 183 217. 3 PHASE SALES CENTER SW8 040622 0.94 0.77
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194 1 13 67
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FUTURE ~ 1ss 1ss 776 1. PHASE 3C (SUNSET PARK AT SEAWATCH) 1S BEING ENGINEERED 8Y PARAMOUNTE
~i , ~ 797 170 77 s ENGINEERING INC. IT IS OUR UNDERSTANDING THAT AS OF 8/11/08 THIS PERMIT IS
v ? T9 177 176 ! 8 775 STILL PENDING. SITE AREA AND TOTAL BUA TO BE ADDED ONCE PERMIT IS APPROVED.
199 d72 211 B 2. ALL FUTURE/UNPERMITTEO PHASES ARE LISTED !N THE TABLE ABOVE BY THE OVERALL PHASE NUMBER. THESE PHASES MAY OR MAY NOT BE PERMITTED ENTIRELY
v ¦ ° Oy 200 773 1 AS A SINGLE PERMIT. THESE PHASES MAY BE PERMITTED tN SUBPNASES.
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PHASE / , ~ ~ . ~ ~ ~ ~ 13A SW8 070316 82.47 28.55
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2. ALL FUTURE/UNPERMITTED PHASES ARE LIS1E0 IN THE TABLE ABOVE B.Y THE
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DISCLAIMER : THIS FIGURE 1S INTENDED TO BE AN ® ~
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USED FOR ANY OTHER PURPOSES. °
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