20060166 Ver 1_COMPLETE FILE_20060203

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
January 30, 2006 [7!-i' q `f
MEMORANDUM: M1, ?
TO: Cyndi Karoly
Supervisor Tderta^ O'litill) UI ,., .Tr_,tF?o.nr Clt
401 Oversight and Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Jason Dail
Express Permits Coordinator 2 0 0 6 0 1 s s
SUBJECT: CAMA
Applicant: The Palms at Boca Bay, LLC C/o Mark Yow
Project Location: located at the end of Pender Ave., adjacent to Topsail Sound, in Surf City,
Pender County.
Proposed Project: The applicant proposes to construct seven buildings providing 14-townhome units,
sidewalk, driveways, access road and utilities
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by February 21, 2006. If you have any questions regarding the proposed project, please contact Jason
Dail at [phone], when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer- 50% Recycled l 10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: The Palms at Boca Bay, LLC C/o Mr. Mark Yow
2. LOCATION OF PROJECT SITE: The project site is located at the end ofPender Ave., adjacent to Topsail Sound, in
Surf City, Pender County.
Photo Index - 2000: 25-332, L-0 15-17 1995:28-366, N-P, 18, 19
State Plane Coordinates - X: 2445247 Y:255511 Rover File: V-101110A89.4-173-11, J-M 19-21
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit- 10/11105
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - completed 1/26/06
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Surf City
Land Classification From LUP - Developed
(B) AEC(s) Involved: OH, ES
(C) Water Dependent: No
(D) Intended Use: Residential Subdivision
(E) Wastewater Treatment: Existing - Municipal
Planned - Municipal
(F) Type of Structures: Existing - One duplex (two townhomes), access road and utilities
Planned - Seven buildings (14 townhomes) including sidewalk, roads and utilities
(G) Estimated Rate of Erosion: 2.0 ft/yr.
Source - LTAASCR 1998 Update
7. HABITAT DESCRIPTION: - [AREA]
(A) Vegetated Wetlands
Coastal
(B) Non-Vegetated Wetlands
(C) Other - High ground ( I I Graded 2.1 Acres
(D) Total Area Disturbed: 91,476 sq. ft. (2.1 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: The applicant proposes to construct seven buildings providing 14-townhome units, sidewalk,
driveways, access road and utilities.
The Palms at Boca Bay, LLC
Page Two
9. PROJECT DESCRIPTION
Charles F. Riggs and Associates, Inc., on behalf of The Palms at Boca Bay, LLC, has requested that the attached application be
processed under the Express Permit Review Program.
The applicant's project is located at the end of Pender Avenue, adjacent to Topsail Sound, in Surf City, Pender County. To find
the property, take Highway 17 North from Wilmington and turn right on N.C. Highway 50 (approximately 30 miles from
Wilmington). Head east on N.C. Highway 50 and turn left onto N.C. Highway 210. Turn left onto Pender Avenue
(approximately 3.5 miles from the intersection ofN.C. Highway 50 and N.C. Highway 210) and the property will be located at
the far end, on the right hand side of the street. The property is located on the tip of a peninsula and is surrounded by wetlands.
The Palms at Boca Bay is a 4.13 acre tract that is dominated by both coastal wetlands and Section "404" type wetlands. The
high ground portion of the tract is primarily cleared of vegetation and is relatively flat with an elevation of 5.0' above Normal
Low Water (NLW). Several small stands of Live Oak (Quercus laurifolia), Southern Wax Myrtle (Merica cerifera), Yaupon
(Ilex vomitoria), and Red Cedar (Juniperus virginiana) exist on the waterward side of the site, bordering the Topsail Sound.
There is an existing paved road (Pender Avenue) located on the southeastern side of the tract that enters the property from the
east.
The tract has approximately 1,138 linear feet of shoreline along Topsail Sound. The high ground vegetation is bordered by
transitional species including Sea Oxeye (Borrichiafrutescens) and Grounsel-bush (Baccharus halimifolia). High coastal marsh
vegetation, including, Black Needle Rush (Juncus roemarianus), Spike Grass (Distichlis spicata), Sea Lavender (Limonium,
spp.), and Salt Meadow Grass (Spartina patens) complete the transition to the waters edge where Smooth Cordgrass Marsh
(Spartina alterniflora) is the predominant species. The shoreline in this area is not bulk-headed. The waterward edge of the
proposed structures averages approximately 50 feet landward of normal high water (NHW).
The waters of Topsail Sound, adjacent to the project site, are classified as SA by the North Carolina Division of Water Quality.
The area is designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries. According to maps provided
by the Department of Environmental Health, Shellfish Sanitation Section, the area is OPEN to the harvesting of shellfish.
According to the application package, the subject property is located outside of the Ocean Hazard Area of Environmental
Concern (AEC). However, a portion of high ground located within the right-of-way of Pender Avenue, adjacent to subject
property is located within the High Hazard Flood Area, as indicated by Zone VE (elevation 12) on the Flood Insurance Rate
Map. The applicant proposes to disturb a portion of the high ground within this area for utilities installation. The High Hazard
Flood Area (VE Zone) associated with the disturbed area along Pender Avenue is contiguous to the Atlantic Ocean.
CAMA Minor permit #04-50 was issued to the applicant (LMY-LLC C/o Mark Yow), on 12/15/03 for the construction of a
duplex on the subject property. The existing duplex is located on one of the 8-lots within the subdivision and is part of the
overall project, however, no subsequent work on this parcel is being proposed as part of this permit application.
PROPOSED PROJECT
The applicant proposes to develop the property by constructing seven buildings (providing 14 single-family townhome units),
access road (N. Boca Bay Lane), sidewalks, driveways, decking, and utilities. Development would include grading and filling
approximately 2.1 acres of the property for road construction and lot preparation. The applicant proposes to construct seven
buildings on the remaining seven lots within the subdivision (please refer to sheet 1 of 3, dated 11/10/04 for a detailed
description of the residential structures). Individual lots sizes would range from 9,900 square feet to 58,000 square feet, giving a
density of 3.868 units/acre. Access to the lots would be provided by the construction of a single road (N. Boca Bay Lane). The
road would provide the subdivision with one entrance and exit from Pender Avenue. The asphalt road would terminate in a turn
around cul-de-sac at the northern end of the property. N. Boca Bay Lane would consist of a 25-foot right-of-way and a 20-foot
paved asphalt surface with an ABC stone sub-base. The road would be constructed with curb and gutter, utilizing curb breaks
and vegetated swales to control stormwater.
The Palms at Boca Bay, LLC
Page Three
Utilities installation would include upgrading the existing water line, which is located on the southern side of Pender Avenue
and within the 30-foot Coastal Shoreline buffer. A four-inch water line currently exists and the applicant is proposing to replace
the smaller private line, with a larger eight-inch public line. The utilities would run along the entire length of Pender Avenue
from the intersection of N.C. Highway 50 to N. Boca Bay Lane.
The applicant has indicated that they will be submitting an Express Low Density Stormwater Permit to the North Carolina
Division of Water Quality for the proposed project, in the near future.
The applicant has an approved Sedimentation and Erosion Control Plan (No.Pende2005-212), which was approved by the
Division of Land Quality on 6/01/05. Municipal water would be provided to the subdivision by the Town of Surf City.
As proposed, no portion of the subdivision, including but not limited to the dwellings, eaves, access roads, driveways, streets
and/or sidewalks will impact any portion of coastal wetlands or "404" type wetlands. Additionally, all development would be
located outside of the 30-foot Coastal Shoreline buffer, with the exception of the utilities, which will run within the right-of-way
along Pender Avenue.
10. ANTICIPATED IMPACTS:
The initial grading of the property would result in the disturbance of approximately 2.1 acres of high ground. The proposed
dwellings, street and drives would result in the creation of approximately 35,021 square feet of impervious surface area. Total
impervious surface coverage within the 75' Estuarine Shoreline AEC would be 5,488 square feet. High ground disturbance
within the High Hazard AEC would be limited to a small area on both sides of Pender Avenue. The disturbance associated with
the utilities installation would be located well outside of the 255 feet Ocean Hazard AEC, but within the High Hazard Flood
Area.
Submitted by: Jason Dail Date: January 27, 2006 Office: Wilmington
Form DCM-MP-1
APPLICATION
(To be completed by'all'applicants)
1. APPLICANT
a. Landowner:
1?IA 121 `{e
Name -N e PALO-. AT &x $N, LLL
Address I -100 I?Ast0 0oC;' ROAp . 5J? tE I I
City I- _ State L
Zip 2 6 4 0'3 Day Phone 10) 19_ 9 333
Fax 1?
-t
b.
Authorized Agent:
b. City, towpp, community or landmark
S t1 ?F 614
c. Street ad ress or second road number
d. Is proposed work yr[thin city limits or plai
jurisdiction? ? Yes No
e. Name of body of water nearest pro*ect .(6.g. r
creek, sound, bay) -7rop?5Ai L XO r r'n
3. DESCRIPTION AND PLANNED US
OF PROPOSED PROJECT
Name _ G I?Pi1`-? I` I?iG? P LS a• List all development activities you propose I
GaA PLjE:5 121L1GS BOG I S I L, building a home, motel, marina, bulkhead, pier,
02 p Ltr.IL - excava ion and/or filli g activities.
Address 2
_ to 1? 5 R-? G-oS ?G ?p? a _
P Q. ?? ? ?7 ? 5 I ?? LIcS r
City , AGKSo0yiII State L PF- ; .5 uoo ' ?
)6V4 ilk . SE E2.1-i ?S A c SEJE
Zip 28641 Day Phone b Io] 4-55-0811
Fax 4SS- 9033
c. Project name (if any) '??I PPLNIS ?'?
'Q?cA F?P?1
NOTE: Penns will be issued in name ojlan8owner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County
Revised 03/95
st?l?aa?s a??rlc, ?4?t'?r1?Iaoa5?.5
b. Is the proposed activity mamte an e of ?n ezil
project,,?e?w work, or th? E. CeiJ lc
°?n orloLLs,,I??IA?rErIA'? oiG c
c. Win me pr6jectbe for pubic, privates or commei
use? t?/Pcr?
d. Give a brief description of purpose, use, method
construction and daily operations. of prop(
project. If more s ace is needs please at
additional, pages.P LLA? ?e?-f o tnl
D U
DIVISION OF
COASTAL MANAGEMENT
Foam DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
m. Describe existing wastewater treatment f ili
PeodC41r -? ?„16
SJETEE G SSE E S
a. Size of entire tract AcG(?ES
b. Size of individual lot(s)
c. Approximate elevation of tract' above MHW or
NWL & '
d. Soil type s) and t xture(s) of tract
e. Vegetation on tract _ PNBAa I` !IE6 Aa gs
? cds ? s s, Q ? ?i15 .1??t? ? ,
f. Man-made features.now.on tract F?g
t V± o g , t
g. What is the CAMA . Land Use Plan land
classification of the site? (Consult the local land sue plan.)
onservation Transitional
Developed Community
Rural Other
h. How is thhp tra`act zoned by local government?
i. Is the proposetjproject consistent with the applicable
zoning? V Yes No
(Attach zoning con;pliance cerrificale, if applicable)
j. Has a professional archaeological ass% ment been
done for the tract? XpAk ? No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or igible property?
Yes , ' No
1. Are there wetlands o the site? Zyes No
Coastal (marsh) Other 404' ??
If yes, has a delineation been conducted? Y ,
(Attach documentation, if available) La ? 5
Revised 03195
n. Describe location and type of discharges to
of the state. (For example, surface runoff, s
wastewater, industrial/commercial effluent,
dowq" and reside tial discharg .) 5
I?o 0 5 EE
41
o n t? E S a
o. Descri a existing drinking water su ply sour
o6c. o 2E o 0
Si l c,
5. ADDITIONAL INFORMATION
In addition to the completed application four
following items must be submitted:
• A copy of the deed (with state application on
other instrument under which the applicant ctahr
to the affected properties. If the. applicant i
claiming to be the owner of said property,
forward a copy of the deed or other instrument
which the owner claims title, plus written perm
from the owner to carryout the project.
• An accurate, dated work plat (including plan
and cross-sectional drawings) drawn to scale in
ink on an 8 1/2" by 1I" white paper. (Ref
Coastal Resources Commission Rule 7J.0203
detailed description.)
Please note that original drawings are preferrec
only high quality copies will be accepted. Blut
prints or other larger plats are,acceptable only
adequate number of quality copies are provide
applicant. (Contact the U.S. Army Corp
Engineers regarding that agency's use of 1;
drawings.) A site or location map is a .part of
requirements and it must be sufficiently details
? the area t
guide. cy,.nerC mpne,? fami j? WIll
11IILL??''dd?y ?,?Y
Q
J,:.'; 7 3 2006
DIVISION OF
COASTAL MANAGEMENT
corm DCM-MP-1
site. Include highway or secondary road (SR)
anmbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return -receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have.30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that 'such notice has been provided.
Name 'f'IoMAs P i:ARQ
Address 3 etc;, aP?
Phone 1-ANvs-tn. G 2 8443
Name e x e S 2 rm
Address 43 Lr;, v1 ?40c.
Phone ANI(??p ?- Z1d443
Name R1t F?AR? GE>*l.a?
Address l
Phone G L?e.L ?i i c 2 514'
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) . to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
•' A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
.
ReAued 03195
6. CERTIFICATION AND PERT MSIO
TO ENTER ON LAND
1 understand that any permit issued in response to d
app] icationWill allow only the development described
the application. The project will be subject to conditio
and restrictions contained.i-i the permit.
I certify that to the best of my knowledge, the propose
activity complies with the State of North Carolina
approved Coastal Management Program 'and will I
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fac
grant-permission to representatives of state and feder
review agencies to enter on the aforementioned lands ii
connection with evaluating information related to th
permit application and follow-up monitoring of d
project.
I further certify that the information provided in th
application is truthful to the hest of my knowledge.
r Zoo ?0
This is the day of
Print Name
Signature
Lvulowner or
Please indicate-
project.
pertaining to your propose
DCM MP-2 Excavation and Fill Information
?DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please sign and dare each artachment in ih
space provided at the borrom of each form.
-- ? ? ? Vrm
.0 ,.14,2 3 2006
R DIVISION OF
COASTAL MANAGEMENT .
Form DGM-AZP-3
UPLAN D
DEVELOPMENT
(Coattruction and/or land disturbing activities)
Attait this form to Joint. Application for CAMA Major h.
Permit, Form . DCM-MP=1.. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed s w 15
b. Number of lots or parcels $ ?oYS
c. Density (give the number Tesid7xial units and the
units per acre) L . 3Z A6,z6s
-ism ACCT
d. Size. of area to be graded, filled or disturbed
including roads, ditches, etc. l AG f
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan. at'
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been bmitted to the Division'of Land
Resources? V -Yes No
If yes, date submitted /A pPfLaJFA
f. List the materials (such as marl, paver stone,
asphalt, or concret to be used for paved surfaces
VOL :
??lykk
g. i Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. q
ECEIVE
JAN 2 3 2006
COASTAL IMAO AGOEMENI
Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environm ntal Management for review?
Yes No
If yes, date submitted 12C A4 gEr _!061Al 1
. P0iz1? 6 6AMA ae,?A
Describe proposed method of FIT disposal.
6LIZe- I e
G ? rl E Esz S?f ?tc`?1
j. Have the facilities described in Item i. above
received state or local approval?
(Annch appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"w h down" and (residential .disc arges).
a
1. Describe proposed drinking water supply source
(e.g. i? 1, communitX, public system, etc.)
'for,
m. Will water be impounded? _ Yes ? No
If yes, how many acres7
n. If the project is a oceanfront developm , when
was the lot(s) platted and recorded?
An- la?ocp. gP?(
Appli r ect
s Ot /urt
?2 Q
Date
Revised 03195. 400 copies of this public document were printed at a total cost of $7.00 or $ .02 per copy.
6
2 ?
s
R Fj (0 Fj H V E 1,
JAN232006
DIVISION OF
COASTAL MANAGEME
pender Page 1 of 1
Pender County Home Page ( Data Layers' Background Layers Search for a property' Search using a street Name
ZODM TO PARCEL
IDENTIFY RESULTS
Layer. Property LInes
FADDR. 4245-55-1408-OW
ME EARP THOMAS P
143 OLD FARM RI
PROP ADDR 103 PENDER AVE
OFF W/S NEW
PROP DESC RIVER DR LIVE O
BK PO 1569/193
MAP NUM 4245 0110`17
ACCOUNT 594808
THSH 102
VALU
ITAX_CODES IG01 C53 R40
IMAPN 14245 011 017
HEAT SQ FT 1168
?e ANILi ?i 1 1 S ? 1?1•
?A
Jl.?D
JAN 2.3 2006
[) tNj?NAGEMENT
COASTAL
hUp://www.undersys.com/pndrweb/pender.html
01
11/29/2005
pender
Pender County Home Page I Data Layers I Background Layers I Search for a property I Search using a Street Name
ZOOM TO PARCEL
IDENTIFY RESULTS
Layer. Property Lines
PIN 4245-54-0883-000
NAME TURNER CHARLE
M
ADDR. 1208 N NEW RIVE
DR
CITY SURF CITY
STATE NC
ZIP 8445
PROP ADDR N NEW RIVER DR

PRO" ESC LT 23B CHARLES
TURNER DIVISIOI
PB
7!172000
F
1602/141
4245 014 197 3
ACCOUNT 597786
TNSH 102
H DESC TOPSAIL
CRES 1.29
LAND VAL 7000
BLDG VAL 0
TOTAL_VALU 7000
DEFERRED 0
SUBDIVISIO
ONE R5
TAX CODES G01 C53 R40
EXEMPT
USE
LT PIN 48414
MAPN 4245 014197
HEAT SQ_FT
NBRHD 04
EXEM AMT
PCL CLASS R
'I'
JAN 2.3 2006
DIVISION OF
COASTAL MANAGEMENT

http://www.undersys.com/pndrweb/pender.htmi
Page 1 of 1

r?1
11/29/2005
pender Page 1 of 1
Pender County Home Page I Data Layers I Background Layers I Search for a property Search using a Street Name
1
ZOOM TO PARCEL
IDENTIFY RESULTS
Layer. Property Lines
42455-7378-000
E GUGEL.MANN
RICHARD J ET AL
2 151 E. ROSEMAR'
ST
CHAPEL HILL
E NC
27514
ADDR BROADWAY ST
MAP-NUM 4245 011 015 02
CCOUNT 842834
H 102
TNSH DESC TOPSAIL
ACRES .84
LAND VAL 1360
RLDG_VAL 0
LTA CODES GO1 C53 R40
MPT
PIN 30687
N 4245 011 015 02
T
- (0 E IV E
JAN 2.3 2006
DIVISION OF
COASTAL MANAGEMENT
..0
http://www.undersys.com/pndrweb/pender.ht.1
12/15/2005
The Palms at Boca Bay
Subject: The Palms at Boca Bay
From: Joanne Steenhuis <Joanne. Steenhui s@ncmail. net>
Date: Thu, 09 Feb 2006 08:27:31 -0500
To: Ian McMillan <Ian. McMillan@ncmail. net>, Doug Huggett <Doug. Huggett@ncmail. net>, Henry
Wicker <[e-mail]>, Jason Dail <[e-mail]>
The Palms at Boca Bay DWQ # 060166 Cama Express fro Pender County does not require a
401
I of 1 2/9/2006 8:39 AM
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2:
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41.5 41.5
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PROPOSED S' ASPHALT STREET coNa~ETE wAL1c
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1.5 1.7 T a5~- --~3.0 1.6
PROPOSED PROPOSED
EXISTING GRADE GRADE PROPOSED EXISTING GRADE SEWER LINE GRADE PROPOSED
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i EXISTING ASPHALT STREET
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LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTEMS,
LAND PLANNING & COMPUTER MAPPING DATE: NOVEMBER 10, 2004
202 WARLICK STREET LOTS 2 - 8 DRAWN BY: J. N,5LM5
P.O. BOX 1570 FIELD BOOK: IND , PAGE: 14
TOPSAIL TOU JACKSONVILLE, N.C. 28541-1570 )PSAIL TOWNSHIP, PENDER COUNTY, NORTH CAROLINA COMPUTER: WS 6/PROJ/03-03-47COAST-WL-1 dwq
TELEPHONE: [phone] PROJECT NUMBER: 03-03-47
FACSIMILE:[phone] TOWN OF SURF CITY
E-MAIL: [e-mail] SHEET 2 OF 3

I
I
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE CHtik.FS FRrtNCIS RICGS- PROFESSIONAL LAND SITE
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT NOW OR FORMERLY 'URVE 7R, DO HEREBY CERTIFY THAT I HAVE
P RTY AS SHOWN HEREON IN AS DETERMINED EY THE UNDERSIGNED ON THIS DATE, UNLESS THERE IS A YOW ,URVE~cD THE PRO E ~~^~n ~ AR OF CTICE CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION p,B. 210, P. 13 (ONSLOW COUNTY REFERENCE) FL000 ZONE "VE"
AC..~ •.AN,,E WITH THE STAND DS ,,P~~,,, OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO FOR _~IvD SURVEYING IN NORTH CARd T 'AZ, X D FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE D.B. 307, P. 419 (PENDER COUNTY REFERENCE) NORMAL HIGH WATER LINE (ELEVATION = 12') ~o / 2 Y
THE k~'• ~0 OF PRECISION AS " ~ E CEE I RS WETLANDS DELINEATION MANUAL. D.B. 605, P. 45 UTILIZING THE 1987 CORPS OF ENG NEE / n n
LA ~ ~ u ' ND D ARTURES ISi I ATED WETLANDS OR WATERS THAT ARE OUT OF CORPS JURISDICTION HAVE 2 , soL D.B. 685, P, 17 FLOOD ZONE AE 93.47' I N = 12' 210 (ELEVAT 0 ) P~
'Q G~• 9 = BEEN LABELED ON THE SURVEY. f~ ~~0 / N1G~W
, V ' 9 64.42 r~ J~6 / NG c ,~~E 519.09 18.16 ~ o'~ r^
HA L I ~~E 519,0 • . ; ~ ~ N4318 46
~T •.>s~~4V~.~ ~ NAM en ~j v
; S \G,.~ ( E) 225.47 ~ , ~ ~ ~ , AANC~ ~6, /
~~o ~~3 /
117.57 r ~ / VICINITY SKETCH ~ ?/vb NOT TO SCALE
'I (TITLE) 165-+
~ 'CIS i5 TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED IN F~GCu ZONE VARIES WHICH IS e ~
A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE 6
' FEDERAL EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL ~ y ~ g0 r ~ ~
FOOD INSURANCE PROGRAM. COMMUNITY PANEL NUMBER (DATE) 370186 0002E JANUARY 22, 1998 J i ~ ~A ~ 4
Q J ~ Laz °
roS~l~1~ - o 0 I AID) ~ A ~ i i ~~o~
( ~ ~ CANAL r N NORMAL HIGH WATER
/ i $ o ~ LINE TABLE
Z J ~ ~ ~ N ~ LINE LENGTH BEARING LINE LENGTH BEARING
Z n ~ L47 2.59 N3T56'13"E L89 11,56 821'10'01"W
~ / ~ ~ L48 8,09 S74'21'22"E L90 12.43 S73'39'12"E
/ yes m m L49 49,29 N29'38'43'E L91 26.21 N10'30'40"E
~ WETLANDS Z :TLANDS <e, ~ L50 44,07 N36'37'10'E L92 11.71 S87'S6'S9"E ~ W L51 71,21 N32'44'13"E L93 18,75 N45'32'55»E
WETLAND LINE TABLE ~s5 ~ ~ ~ L52 25.73 N48'41'S4"w L94 7.96 S62'S9 27 E
LINE LENGTH BEARING ~ ~ L56 r N L53 23.56 847'20'23"W L95 6,03 Nl6'23'03"E `S
U 10.8: N45 33'Sa"E ~ ~ ~ ~ o t?J L54 60.54 N75'49'26"w L96 2a.52 N23'20'17"w
L2 36.49 N54'17'42"W ~ WETLAND ~ ~ L3 13,73 N28'25'34"E ~ ~ DELINEATION WETLAND ~ ~ L55 65.39 N63'32'18"E L97 23.89 584'22'44"W DELINEATION ~ ~ ~2 X43 ~ L96 15,76 N3T13'58'W
L4 35.14 N06'33'39"E „ ~ ~o L56 59,69 N49 35 44 E " / $
r-- - ONE VE ,Z L5 27.41 N34'23'47"w FLOOD Z - 1 ~ o L57 111,25 N47'10'33"W L99 18.27 N00'59 39 E ° 6 25.96 N ' 0'53"w L100 18,81 N52'49'S2"w L5 55 2
L6 41.06 N3T54'35"E (ELEVATION - 2) , . ~ y~o Z L59 24.69 819'25'21"E L101 12.39 N17'20'54"E
L7 25.39 528'42'51"E ~ L60 12,66 875'20'17"E L102 23.15 N85'S6'51"W
L8 26.00 N79'20'10"E ~ ~ N ~ rn c~, ,,e UPLANDS Gu ~ G L9 21.95 N48'S3'42"E I ~ v ~z m L61 14.23 S1093'44"E L103 15.04 N07'07'07"W
L10 9.40 588'Oa;2BME ~1E ~ ~ . ~ ~2a m L62 30.90 L104 31.60 S71'02'24'E 3~ l63 7.15 N '34'37'W L105 44.18 4'46'E
U1 11.34 NOS'S6 57 W ~ N w X57 „8~ L64 11,21 N26'34'11"W L106 38,44 S43'S8'47"E
L12 28.28 N46'27'35"W ~ ~ L65 8,60 N64'41'31'E L107 41.65 S31'07'36"E
L13 17.42 N51'21'24"W v ~ Q L66 11.73 N34'O6'41"W L108 47.02 S15'38'S5'E
I L14 42.32 ~a42'28'07"E " ~L15 35.85 N50'33'28"W FLOOD ZONE AE u Q~ L67 22.53 S64'24'37"W L109 18.18 503'54'25"W ~ L68 15.35 N08'39'39"W L110 10,50 S23'41'21'W
L16 25.29 N19'10'05"W (ELEVATION = 12') IR 1~91~ J~ L111 10.40 S33'10'04"E L69 11.43 N47 06 24 W
17 25.60 '41'1 E `5~ L N68 6 E L70 2,31 S34'24'57"E L112 56.20 828'23'34"w
4.41 " 113.4 ~,4 L18 3 N30;57 44 E 3 35 E .06' L71 16.76 S57'55'17"E L113 24.31 S02'29'04"W
28.80 N0233'20"E N40 i~ .20 33.44 N09'20'08"W NMP ,68~ NMP u L72 20.57 '17'32"E L114 20.36 888'25'37"E ~ 825
1 16,55 '44'1 38 to L2 N82 3 E 12.58'~,~e $ z L73 16.62 838'47'32"w L115 21.08 N09'Oa 14~E L74 18.86 S45'19'43"E L116 39.49 N27'36 23 E
L22 33.00 N51'28'S4"E NORMAL HIGH WATER LINE r L75 7.89 N78'07'44'E L117 24.39 821'40'80"E
r L23 17.16 N70'S3'47"E U6 15,61 N02'26'04'w L118 58.22 S31'Oa'00"E
L24 35,79 S07'36'49"E r ro ~,>+6 L119 52.04 804'30'37"E ~ ~ L77 21,39 851'26'04 E
i L25 21.82 562'18'39"E [a L26 19.89 N59'04'13"E ~ L9 c L78 17,06 S32'26'08"E L120 29.48 513'15'00"w
L27 41.18 N26'0T57"E rn NOW OR FORMERLY ~~o L79 9.97 886'27'03"W L121 36,90 S77'54'S3"W * ~ L80 11.83 523'28'56"W L122 62.71 SO6'36'10"E
L28 23.24 S48'18'18"E ~ ~ EARP > L81 17.50 S76'07'S3"E L123 60.39 S54'58'15"W
L29 52.45 S68'27'37"E w D.B. 1569, P. 193 L82 36.62 S51'38'14"w L12a 46.30 S13'19'37'w
Lao 21.53 s7o'1e'a3"E N ZONED R-5M rwa L83 1 J.86 S05'33'32'W L125 46.76 813'28'21 "W m
L31 11.84 S64'07'23"E ~ ~ L32 40.20 S1 B'0T28"E ~ ~ L84 23.14 S39'24'S8'E 1126 40.20 S43'O6'36 W L85 11,38 S02'19'36"E L127 105.54 S37'37'06"W
L33 17.34 563'16'37"E ~ G L86 24.29 N75'S1'S7"E L128 23.50 N67'01'35"W
L34 30.49 529'57'48"E WETLANDS ~ ~ ~ ~ L87 11.90 N85'44'54"E L129 22.30 S25'50'51"W
L35 33.59 536'23'18"E o UPLANDS LANDS WETLANDS L88 28.21 856'24'07"E
L36 _26.31 ~,'~'•9'48"W 3 L37 51.04 508'55'54"W co
L38 29.57 549'55'43"W cV ~ WETLAND
L39 44.34 S17,1T12"W ;r7 DELINEATION EIR/CC M J
L40 26.67 S22 48'09"W
P AN r7 8'3611 W L41 44.04 S24'14'S2"W U L OS Z 53 0.30 "W 15.16'
L42 2 509'34 00 L43 24.83 S35'28'29"W TowN of suRF an L~ ~
L44 69.58 S36'36'21"W v SEWER LIFT
L45 43.04 N78'48'39"W ~ sr~noNs ~SCS117LL~+i
14.27 4"W L46 S52 05 3 O ~ ~ ryry LIONEL YOW ~ ~ 1900 EASTWOOD ROAD
WILMINGTON, NC 28403
4a' sae n 12• [phone]
y1 E uza
SCM/CC ~'S~ =4r ~ LINE N3 ~ ~
NOW OR FORMERLY •ry , ~~1? ~P TITJ_E SOURCE ZONED R-5
YOW ~ ~ ~ D.B. 210, P. 13 ZONING SETBACKS
D.B. 210, P. 13 (ONSLOW CWNTY REFERENCE) N~ ~0~ ~ a,P~' D.B. 307, P. 419 FRONT = 15' D.B. 605, P, 45 REAR = 20'
D.B. 307, P. 419 (PENDER COUNTY REFERENCE) I ~ ~ 45 UPLANDS `ti5 D.B. 605, P. D.B. 685, P. 17 SIDE = 7, 5'
D, B. 685, P. 17 5000 Sq.Ft, MINIMUM EACH LOT
R FORMERLY WETLAND ~'M1 NOW 0 ~ u2e CANAL
ALLEN DELINEATION N BEEEBEd&ES D.B. 177, P. 433
~'a D.B. 466. P. 243 ~ x,10 X12, D.B. 210, P. 13 II F~C.FN"`
I D.B. 277, P. 307 CC ~ CONTROL CORNER D.B. 283, P. 351 ECM =EXISTING CONCRETE MONUMENT (FOUND)
N 2 N 6$ U N 6~ D.B. 307, P. 419 EIR =EXISTING IRON ROD (FOUND)
~1~ D.B. 331 or 336, P. 502 EIP =EXISTING IRON PIPE (FOUND)
3 '12 ~ I 525 D.B. 605, P. 45 EMN =EXISTING MAGNETIC NAIL (FOUND) D.B. 685, P. 17 EPK =EXISTING PARKER-KALON NAIL (FOUND)
co cV WETLANDS D.B. 732, P. 843 ERRS =EXISTING RAlLR0A0 SPIKE (FOUND)
v D.B. 812, P. 296 SCM =SET CONCRETE MONUMENT (CONTROL CORNER) D.B. 812, P. 303 $Ip =SET IRON PIPE
D.B. 812, P. 310 SIR a SET IRON ROD
I ~ ~ Z co TTLERS BEACH O.B. 812, P. 317 SMN =SET MAGNETIC NAIL (CONTROL CORNER) OLD SE D.B. 1065, P. 836
0 n SPK =SET PARKER-KALON NAIL (CONTROL CORNER) M.B. 9, P. 69 D.B. 1065, P. 643
70 D.B. 1336, P. 826 MBL =MINIMUM BUILDING LINE M.B. 9, P. NMP =NON-MONUMENTED POINT
I M.B. 9, P. 71 D.B. 1339, P. 953 RAW =RIGHT OF WAY
. 10 P. 56 D.B. 1424, P, 321 =CENTERLINE M.B GRANT ~y1695
M.B. 11, P. 4 GRANT N1731 ® =TELEPHONE PEDESTAL 11 P. 30 TOTAL AREA M.B. 4, P. 60 III, =POWER POLE
~ I M,B. 7736 S .Ft. _ . 11 P. 31 29 q sQ SEWER MANHOLE M.B 6.835 ACRES
NOW OR FORMERLY P. 32 ® =WATER METER M.B. 11,
~ TURNER =BLOW OFF ASSEMBLY M.B. 12, P. 30 >;X =PROPOSED STREET LIGHT
~ D.B. 1602, P. 141 M.B. 15, P. 57 =PROPOSED SETBACK LINE
~ ~ NO EXISTING LAND USE = LOT NUMBER
~ ,~z~ = ADDRESS
T 8.p- ~ ~ 9~~' ' n1 N1 cA z ~ Z ~
r` ~ rn ~ GRAPHIC SCALE
~ >
~ ; W ~ X11 ~ I a t0 0 20 40 BO 180
~ a Z I
m ~ ~x W J
Z ~ c BOUNDARY' Q= BOUNDARY SURVEY FOR (W FEET ) 1 inch = 40 ft.
- ~ICt EIR/CC W Q
L ~ ! ~ ~ v
~ , fIATF~ NOVEMBER 10. 2004
DRAWN BY: J. HEL- M5
- LAND SURVEYING CONVENTIONAL & GLOBAL POSITIONING SYSTEMS, tie, a , FIELD BOOK: IND . PAGE: 14
LOTS z LAND PLANNING & COMPUTER MAPPING s~ LOTS 1 - 9 COMPUTER: W.S 6 f PROJf 03-03-47NHWL,dwa
wn 202 WARLICK STREET
P.O. BOX 1570 ENDER AVENUE TOPSAIL TOWNSHIP, PENDEF IP PENDER COUNTY, NORTH CAROLINA PROJECT NUMBER: 03-03-47
JACKSONVILLE, N.C. 28541-1570 PN.C. HIGHWAY 210 & TOWN OF TOWN OF SURF CITY
TELEPHONE: (9 Of 10) 455-0877 EPK/CC SHEET-9 0 FD
FACSIMILE:[phone]
E-MAIL: [e-mail]

NORMAL HIGH WATER LINE
I, CHARLES FRANCIS RIGGS .PROFESSIONAL LAND 1 /20/06, AS PER CHARLES F, RIGGS, PLS „ SITE
SURVEYOR, DO HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY AS SHOWN HEREON IN NOW OR FORMERLY FL000 ZONE VE
ACCORDANCE WITH THE STANDARDS OF PRACTICE YOW ~ (ELEVATION = 12') / L - .o
FOR LAND SURVEYING IN NORTH CAROLINA. THAT THE RATIO OF PRECISION AS CALCULATED BY D.B. 210, P. 13 (ONSLOW COUNTY REFERENCE) / c^~
LATITUDES AND DEPARTURES IS: 1:10.000+ D.B. 307, P. 419 (FENDER COUNtt REFERENCE) 1 9 0 _ ~ / „ „
D.B. 605, P, 45 ~ ~ 43.72 FLOOD ZONE AE ~ ELEVATION = 12 ~~o
D.B. 685, P, 17 ~ ~ ~ ~ ~ ~ 1GNW F
HA L I I ..S. L- 1 "E • 8' 46 9.09 \ / ~~i ~ H . 46 E 51 I \ ` ~ o00 . ~
N43 1 N43 8 / ~ ';~i rn I 1 I P~
350.09' 99' ~ ) o~~~ / o / ~
l I I / ~ ~ \ ~ ' ~ ~
1r 75' AEC 66.44' ~ \ / TOPSAIL SOUND
58.84' 30' CAMA I / 30' CAMA l ~ \ / ~ i ~ VICINITY SKETCH / 30' CAMA ~ ? II ~ ~ NOT TO SCALE
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LO'CAT~t~;, BUFFER / l BUFFER ~ r ~ ~
N VARIES WHICH IS ~ .ir,."` I / BUFFER IN FLOOD ZO E ~ I / \ ~ ~ ~
A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE F ERAL EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL ? pl ~ ED ul ~ ~ / JIM GREGSON, CAMA NORMAL HIGH WATER
FLOOD INSURANCE PROGRAM. COMMUNITY PANEL NUMBER ~ 1998 I \ ~ , ~ ~ - - - - - 30' CAMA BUFFER \ ~ i ~ 0
370186 0002E JANUARY 22 v ~r I ~ \ \ i ~ ~
~=I \ I I ~ \ ~ ~ . \ ~ -
=I ~ \ ~ ~ ~
mf \ ~ 1
~n ~ i \ 1
~r ~z ~ ~ 1 1 ~ ~
o rn~ ~ i ' 7 I N I ~ / ~ BUILT UPON AREA
8 v~ ~ , r ut ~ i 1
~N ~ ~ 15 MAINTE ~ ~ 205 o J ~ 203 ~ 15' MAINTENAN E EASEMENT I \ I \ LOT 1 3969 Sq.Ft.
a ~ ~ W \ \ I I LOT 2 4228 Sq.Ft.
~ ~ N/ II 6 \ ~ N COi II ~ _ _ I 6 ~ \ LOT 3 4036 S .Ft. q
tJ ~ ~ m / l 207 \ • \ I D w I - o"' ~ ~ \ LOT 4 4259 Sq.Ft. 207 1 D a' F o ~ ~ LOT 5 4378 Sq. t.
\ ~ rn~ \ ~ ~ N ? 404 a ~ ~ ao4 wEnAND~ / ' ~I N LOT 6 4213 Sq.Ft.
. ca / ~ \ rl , EL \ ~ m D DELINEATION ~ ~ ~ o ~ LOT 7 5828 S .Ft. \ ~ ~ \ . , ~ q
„ „ / \ FLOOD ZONE VE ~ ~ uP D'~ ~ ~ COASTAL WETLANDS z _ . _ . - - / ~ o y ~ 11 . Ft. .0 1 ~ y N ~ LOT 8 4 0 Sq
ELEVATION = 12) ~ ' ~ \ \ LINE TABLE ( - ~ WETLp ~ A 021 S .Ft. o~ ~ ya ~ TOT L 35 q ~ WETLANDS ~ ~ ~
J / ~ ~ LINE LENGTH BEARING ~ W \ ~ / - ~ WIC ~
~ r'~ ~ r r ~ L1 22.37 N23'S7~52~E ~ . , • ~ ~ N \ , ` / , JC ~ 1h ~ ~ ~
L2 35.94 N35'22 38 W . ~ o~ • ~ / ~ 1 / ~ li • ~ ~ ~ . ~ i . ~ w TOTAL AREA ABOVE NORMAL HIGH WATER 180192 Sq.Ft.
L3 61.77 N32'41 54 E A~ Fl,ooD ~?+E. ~ ~ ~ - >`13 , ' ~ ~ 180192 x .25 - 45048 Sq.Ft. F
L4 40.28 N35'46'33"E ppPROXIM I \ 7~ / ~ L5 13.30 N53'OS'33 E N ~ ~ ~ 0 1ti ~ N TR T 10509 S .Ft. ~ ~ e AREA OF WALK & S EE q
o I ~ \ ~ o. L6 7.88 S28'20'O6"E o~ ~ .r/c,~ 45048 - 10509 = 34539 Sq.Ft, 0' 5 ~ / v
L7 8.25 N55'02'07 E ~ ~ 11 a~ 0o I a ~ \ ~ e~w ~ / 208 ~•L c
L8 8.46 N41'38'46"W FLOOD ZONE AE, , I I ~ ~ °j 0 ~ •e• ~ \ 30' CAMA ~ 0/
L9 29.54 N41'38'46"W (ELEVATION - 12) i ~ 1 d ~°j ~ EIR i ~ , dE a, ~c+~ L10 41.69 N25'21'22"E "W 75.06 ~ ~ ~2 ~ u; / \ BUFFER ~ I ~ Q / ~ ~ /
L11 54.99 N24'S7'04 W 540 0 ~ , , ~ ~ 1 ~ u: ~ , / i ~I I ,
, ~ ~ of e ~ ti L12 15.55 N82'3611"E _ I ti~ ~ N~ ~ ~ p6 HI H WATER ~ / / I 62 LOT AREAS ABOVE NORMAL G
L13 95.72 N41'46'39"E ~ , ~ ~'1 ~ m ~ w 1 l l) N`,I ' , , o`~ 1 / '2~ ~ LOT 1 11550 S .Ft.
L14 45.93 N62'22'08"E i ' ~JOINE i ~ e y~ o. ~ ~ 2a ~ 1 q $ ~d z- 0.265 ACRES
L15 28,95 N03'1T16"E 20I . 1 ~ I iJO1N bR FOR RLY/ ~ / ~ m. - L16 18.43 N65'S2 33 E ~ LINE ~ S ~ E P k ~ ~ uMITS'i# I 1 s ~ e ~ > , ~ , ~er~ ~e o~ ~o, / ~ LOT 2 9913 Sq.Ft.
PL ~ CONS UCTIOM , 1 ,f GS, ~ ~ m ~ ~ ~ a. o L17 22.80 S48'38'38"E P RIG /f 3 ~ ~ /F. D.B. „ P. 193 c. ~ ' ~ ~ ° ~ / ~ 0.228 ACRES
L18 52.36 569'44'00"E ~G`~/~,5 ~ RAM y ~c 15 / ~ 1 ~r 1 zoNEO L5 ~ o ~ N ~ 1 ~ \ ~ LOT 3 9468 S .Ft.
L19 19.46 542'31'32"E P~ /~,P~ L4 ~ r o•o~~a6o m. ~os~ ! ~ .1~ . ' 1 ' . • • ~ I 53 ~ .o - 0.217 ACRES
L20 24.27 N85'18'35°E O~~~F~ G ~ i Go Pao~~• ~ S- r ~ ' ~ 1 . Q ~ QE ~ . ~ ~ Z Gc wv~. ; ,1 1~' ~ I.. L ti ~ LOT 4 15492 Sq.Ft, o /
L21 47.70 S20'32'14"E P`' ~ \ i ~ 4.3 ~ o.o~,h,R~ w. q s L~ ~ • ~ ~ z • 0 • r ~ I L22 36.92 S42'13'49 E / i s I 0 TURNAROUND , N ` ~ 0.356 ACRES I
, " rn z o ~ , L23 21.06 533'33 29 E / ~ ~ , ~ rn o• > I ' , ~ \ LOT 5 40260 Sq.Ft. ?0 1 ~ o ~ ~ 0.924 ACRES
L24 37.08 1 '13 30 W / ~ - ~ N I 16, c. ° cA ~ ~ 5 6~ ' ' ~ ~ \ MAINTENAN E EASEMENT \ LOT 6 58624 Sq,Ft.
L25 4,53 505'04'27"W / ~ ~nT' 6 O s 6 ~i i` \V~ dsg. ~e•333sE \ 1,346 ACRES
L26 30,05 S12'ST35 W ~ ' 1 i ~ EXISTING I ~ m ~ i 19.19 ~ "W 404 WETLAND DELINEATION WETLANDS ~ ~ rn DWELUNC I ~ ~ ~ ~ 3 ' i L27 525'33 58 ~ 201 ~ ~ ~ ~P6`~ 9~ R~ i ~ 1,zso \ ~ ~ ~ LOT 7 16836 Sq.Ft.
8 20.26 4 "w APPROVED BY 1 ~ rnl y' P ~ 1 . , o~ L2 S55 09 5 / / ~ ~ G / E . ' P~oP ~ \ ~ ~ 7 ACRES r ~ 0 38
23.90 U.S. ARMY CORPS OF ENGINEERS / - \ ~I m. 0,4,0 ,10 , 625 L29 S16 30 58 W LILLITTE GRANADE 8/2/05 _ - 11 . N LOT 8 16003 Sq,Ft. / 1
L30 10.76 S15'14'13"E , ~ ~ - ~ \ 01 ~ i d 0.367 ACRES ~1 ~s
1 21, 48 "W ~ 3~ ~ ~ REGRES T I, ~ pR, 5 CEO : . o L3 S19'10 44 ~ 1 RESS, SEMEN ~ ~ RoP 6 ~ , " , ~ s ~y , ~ / ANDS SS, EG 1~ EA 76 P w. _ ~ t . o ~ s OMITS OF 2~ N~ . 902, ~ _ , 6 I ~ w• coNSrRUCnoN _ Mq~N X26? , TOTAL LOT AREA ABOVE NORMAL HIGH WATER 180192 Sq.Ft.
L32 21,62 S45'40 09"W _ I UPL 1 1NGRE GE & pt1L EIR/CC 6"6 s. L33 30.40 SO6'28 35 W ~ p / ~ OR 6 ~ '23 0 ~ y 6 ° . ~N~ 5 4,137 ACRES e o i NcE 289
L34 25,12 s34'2o 21"w ~ / / ~ N47'36 28 W ~ N3 ~ *<N , / ~ 6 fA~ '~s' a z = M Nr a
" 30 CAMA ~ / ao ~ 75 .'~N r ~ ~ ~ >>i ~ o~ s LA L35 6.46 S52 OS 26 E BUFFER 75' ~EC a~ I 35.27' ' N ~ ` - o~•~ 6 'o 1 ti ti
6 19.62 7'18'48°W \ ~ ; , ' i OR 6 . o W o. L3 S4 ~ / / 3 1 aaP ~ / ~ m. `C ~s, : oEC~
4.69 \ i ~ ro GF • , '.e ~ ~ o~. 6 ~o~ z2 L37 S09'36 53 E COASTAL WETLAND DELINEATION ~ m RF ITY i Z ' ` 6 N ,9 2~ ACC Z2 0. L. MARK YOW 10 ~ a 9 ~~`7 / \ ~1i / THE PALMS AT BOCA BAY, LLC
L38 75.39 S34'0T16"W AS PER 1 wER uFr ~ s s~ ~ ' ,d oEG~ o. ~ TATI s ~ pµE y EA ENT /y q7, o L39 30.89 N86'18'29"W LAND MANAGEMENT GROUP, IN ~ . ~ ,o ~ rn •o ~ g6 _ ~ oE~ / / \ / LJM VENTURES, LLC c _ ~ ti6 ~ LJM DEVELOPERS, LLC
9.24 '4 "W AND APPROVED BY ~ ~ 1 ~ti e . ~ o ~ sw v; o• c ~ r. 1 L40 S58 47 9 z ! ~ ~ G 6 ~ W ~ Z'I/ ~ / ~ THE PALMS AT BOCA BAY, LLC
JASON DAIL ~ ~ 6 ~ S~µ ~ m, e , o 1i 28~ / Z ~ F COASTAL MANAGEM NT 1.3 ~ ~ 'o. 9 _ _ ~ 28\ / 1900 EASTWOOD ROAD ~ ALL POINTS SET IRON RODS WILMINGTON, NC 28403
DIVISION 0 1~ SP~P ~ ' 6 ~o~ ~0 6~ / ~,'L 9 26 05 'S~ 0 .P / ~ ~ o ' X133 02 / rte' ss e o f / UNLESS OTHERWISE NOTED [phone]
PR POSED 5' CONCRETE WALKS 0~ 98. ~ ~ > W d. 75' EC o, ti ~ , rn ~ ~ Eo % LINE 1 /20/OF / LINE 1 /20/06 ~ 4
Poste ~ , ~ oo, oo`~a 4 RIGGS, PLS NOW OR FORMERLY / IRO G y~,~, t' , oE~`~ / ~ ~P F• > ' RIGGS, PLS 'Sg5
YO W 1EE / ~,~5~` µG , t,; • ~ o. \ G~ ~ 5 p / / \ 30' CAM E,~ , ~ d ~ L3 ~ ~,~/P~ ~ '0 206 2 a ZONED R-5
D.B. 210, P. 13 (ONSLOW COUNTY REFERENCE) ~ LIMi15 OF CONSTRUCTION ^ PROP ~ G u: ~ P~/G`~ p ~ % YDRA UFFER ` a ~ . / J,5 Q~~~ ZONING SETBACKS
D.B. 307, P. 419 (FENDER COUNTY REFERENCE) \ ~ ~ ~ w ~ s -3 / ~V` Q FRONT = 15'
D.B. 605, P. 45 ~ . ~ \ 0 2~ b. , REAR = 20'
P. 17 ~ 121. ~ 'O / / D D.B. 685, 75 AEC ~ h ~ s ~ / o SIDE = 7.5'
K W OR FOI~MERL 444 J~ETIAND ~ ~ L ~ o. 3 3 5000 Sq.Ft. MINIMUM EACH LOT ,~.rp
AI 1 FN DE~1NEAT14N UPLANDS ` ~ ' r \ ~ ~ , 204 204
46 , P. 243 \ _ . ~ 38 0 , ~ L p'L TOPSAIL SOUND TITLE SOURCE LEGEND
/ ~ _ I ~ ~ ~6 , ~ CC =CONTROL CORNER ~ 9 D.B. 210, P, 13
~ T ~ z ~ ~ ~ ~0' - ~ _ ~ _ ~ D.B. 307, P. 419 ECM =EXISTING CONCRETE MONUMENT (FOUND)
30' CAMA , i~ o. 202 ~ ~ BUFFER / ~ / i~ ~ I ~ I ,,~2~ D.B. 605, P. 45 EIR =EXISTING IRON ROD (FOUND)
D.B. 665, P. 17 EIP =EXISTING IRON PIPE (FOUND) EMN =EXISTING MAGNETIC NAIL (FOUND)
~ / ~ ~ .Rµ~ . I 02 5 ~ p6 z ~ 1 ~6. LOT AREAS (TOTAL EPK =EXISTING PARKER-KALON NAIL (FOUND)
404 WETLAND ~ ~ . H WATER LINE PLS ~ I F N ERRS =EXISTING RAILROAD SPIKE (FOUND) LOT 1 25527 Sq.Ft. RE ERE CES SCM =SET CONCRETE MONUMENT (CONTROL CORNER)
DELINEATION NORMAL HIG ES F RIGGS, ~ I R 200 S PER CHARL N w 0.586 ACRES D.B. 177, P. 433 SIP =SET IRON PIPE D.B. 210, P. 13 SIR =SET IRON ROD
I A rn I I LOT 2 14659 S .Ft. q D.B. 277, P. 307 SMN =SET MAGNETIC NAIL (CONTROL CORNER)
I 1~~ . 0.337 ACRES D.B. 283, P. 351 SPK =SET PARKER-KALON NAIL (CONTROL CORNER)
~A~ 2 6 LOT 3 14414 Sq.Ft. D.B. 307, P. 419 MBL =MINIMUM BUILDING LINE OLD SETTLERS BEACH 0.331 ACRES D.B. 331 or 336, P. 502 NMP =NON-MONUMENTED POINT
M.B. 9, P. 69 LOT 4 27736 Sq.Ft. D.B. 605, P, 45 R/W =RIGHT OF WAY
DIVISION OF I ~ ~ ~ M.B. 9, P. 70 0.637 ACRES D.B. 685, P. 17 ~ =CENTERLINE
COASTAL MANAGEMEN I ~ ~ I M.B. 9 P. 71 D.B. 732, P. 843 =TELEPHONE PEDESTAL LOT 5 90604 Sq.Ft. D.B. 812, P. 296
~ ~ I N M.B. 10, P. 56 2.079 ACRES D.B. 812, P. 303 ~ =POWER POLE
NOW OR FORMERLY ~~~uun,~,, 3 M.B. 11, P. 4 T 6 62106 S .Ft. D.B. 612, P. 310 ~S =SEWER MANHOLE LO q D.B. 812, P. 317 ® =WATER METER
TURNER RMERLY M.B. 11, P. 30 1,426 ACRES D.B. 1065, P. 836 =BLOW OFF ASSEMBLY
I H~ D.B. 1602 P. 141 ~ I NOW OR FO ~ ~ ND USE cv I \ GUGELMANN M.B. 11, P. 31 LOT 7 25054 Sq.Ft. D.B. 1065, P. 843 =PROPOSED STREET LIGHT M.B. 11, P. 32 0.574 ACRES D.B. 1336, P. 826 = pROPOSED SETBACK LINE
. ~ FESS NO EXISTING LA FlRE 0 'b ~ ~ W D.B. 2088, P. 191 Q ~ ~ HYDRANT 1 M.B. 12, P. 30 LOT 8 27315 Sq.Ft. D.B. 1339, P, 953 1 =LOT NUMBER
r\ ? NO EXISTING LAND USE M J M.B. 15, P. 57 0.627 ACRES D.B. 1424, P. 321
Z 9 I a 1 „ ~ r ~ Q ao ~ I w FLOOD ZONE AE GRANT ;1695 200 =ADDRESS
a~ ~ =12 ~r 0 ~ I Q vwii (ELEVATION ) , F ~ PENDER AVE R/W 17101 Sq.Ft. GRANT X1731 ~ r~ F ~ ~ - M.B. 4, P. 60 0.393 ACRES
I : C BUR ~ > t~ ; w - GRAPHIC SCALE
~ N ~ I ~ a F TOTAL AREA ~o o zo +o ao ,eo
r h^ Z I - I OOD LINE 1 n ~ I W ~ k - - ~ APPROXIMATE- . 304516 Sq.Ft.
z 11 J wl ~ _ _I Q Q - - CAMA PLAN FOR 6.990 ACRES
_ _ _ _ a I ( IN FEET )
~ I ~ ~ OD ZONE "VE" EIR/CC W Q ~ FLO ~ ~ 1 inch = 40 ft,
CNARI,F~ F. I I ~ (FI F1/ATIf1N = 12 ~ ,
Z 3
\ _ I W m DATE: NOVEMBER 10, 2004
LAND SURVEYING CONVENTIONAL do GLOBAL POSITIONING SYSTEMS, d" i~ sJ I a- it DRAWN BY: J. Nt5L- M5
LAND PLANNING & COMPUTER MAPPING s u ;p• n LOTS 2 - 8 FIELD BOOK: IND , PAGE: 14
202 WARLICK STREET COMPUTER: WS 6/PROD/03-03-47COAST-WL-1.dwg TOWNSHIP, PENDER COUNTY, NORTH CAROLINA
P.O. BOX 1570 N of TOPSAIL TOWNSHIP, L CA INIERSECTIO PROJECT NUMBER; 03-03-47
JACKSONVILLE, N.C. 28541-1570 PENDER AVENUE & TELEPHONE: [phone] N.C. HIGHWAY 210 EPK/CC TO TOWN OF SURF CITY
FACSIMILE:[phone] 3 SHEET OF
E-MAIL: [e-mail]
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