20061250 Ver 1_COMPLETE FILE_20060808

_ R
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
EXPRESS PERMIT
August 4, 2006
MEMORANDUM:
TO: Linda Lewis
and
Joanne Steenhuis
Division of Water Quality
FROM: Jason Dail
Express Permits Coordinator
SUBJECT: CAMA Permit Application Review
Applicant: Bogue Watch, LLC C/o Kyle Corkum

o s?uwf l
AU G 1 7 2006
DENR. WATER QUALITY
WETLANDS AND STr`M"," T ER BRANCH
Project Location: Off of NC Highway 24, adjacent to Sanders Bay and Bogue Sound, in
Ocean, Carteret County.
Proposed Project: To develop a 287-lot residential subdivision with amenities, utilities, road
infrastructure, three observation piers, vehicular bridge, wastewater
treatment plant with a nature and reclaimed ponds.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by September 5, 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.
It2) VO r
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the ro osed 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
rKm mentG
SIGNED

Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
r, o pF wArF,9pG Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
MEMORANDUM
DIVISION OF WATER QUALITY
TO: Jason Dail, DCM Express Permits
FROM: Joanne Steenhuis, Environmental Specialist III5
THROUGH: Edward Beck, Regional Supervisor Surface Water Protection Section
DATE: August 14, 2006
SUBJECT: Wetlands in Bogue Watch Subdivision
PROJECT: Bogue Watch Subdivision
COUNTY: Carteret
The Division of Water Quality has concerns about the existing wetlands on the project site. We would
recommend that the applicant place deed notifications on all the lots that contain wetlands so the
potential property owners would know that there are wetlands on their property.
cc: Ian McMillian - 4010versight/Express Review Permitting Unit
Dave Timpy - USACE Wilmington Office
Doug Huggett - DCM Morehead
Katrina Marshall - Carteret County Inspections
Central Office
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No
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North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer 5ervicel-877.623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: www.ncwaterquality.org NOrt1lCaTO/
An Equal Opportunity/Affirmative Action Employer- 50% Recycledl10% Post Consumer Paper ?atCarol/llrla
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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
EXPRESS PERMIT
August 4, 2006
MEMORANDUM:
TO: Cyndi Karoly
Supervisor
401 Oversight and Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Jason Dail M
Express Permits Coordinator ag @?0 v rLiE
SUBJECT: CAMA Permit Application Review AUG x,096
WX% , VVAUA +L1IJALITY
Applicant: Bogue Watch, LLC C/o Kyle Corkum vttBwwo
Project Location: Off of NC Highway 24, adjacent to Sanders Bay and Bogue Sound, in
Ocean, Carteret County.
Proposed Project: To develop a 287-lot residential subdivision with amenities, utilities, road
infrastructure, three observation piers, vehicular bridge, wastewater
treatment plant with a nature and reclaimed ponds.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by September 5, 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 It?oA ? 28405-3845
Phone: [phone]\Fax: [phone] \ Intemet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Bogue Watch, LLC C/o Kyle Corkum
2. LOCATION OF PROJECT SITE: Off NC Highway 24, adjacent to Sanders Bay and Bogue Sound, in
Ocean, Carteret County
Photo Index - 2000: 39498 O-S, 1-4 1995: 39-480 P-V, 6-14 1984: 31-1183, P-U, 2-9
State Plane Coordinates - X: 2610270 Y:356034 GPS File: V-051812A
Lat:34*42'39.983" Long: 76*58'09.097"
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 5/18/06, 6/14/06
Was Applicant Present - Yes, agent
5. PROCESSING PROCEDURE: Application Received - completed 8/3/06
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification From LUP - Conservation in the AEC and Transitional for uplands
(B) AEC(s) Involved: ES, EW, CW, PT
(C) Water Dependent: Yes (observation piers) No (upland development)
(D) Intended Use: Commercial/Residential
(E) Wastewater Treatment: Existing - None Planned - onsite septic and wastewater treatment plant
(F) Type of Structures: Existing - Roads and stormwater drainage features (swales), 100' section of
bulkhead and a 10' x 30' timber bridge.
Planned - A 287-lot residential subdivision (including all amenities and utilities), vehicular bridge,
stormwater collection system, wastewater treatment plant and three (3) observation piers.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED EH-LED OTHER
(A) Vegetated Wetlands
("404" type and coastal) 4,680 sq. ft.
(shaded)
(B) Non-Vegetated Wetlands
2,370 sq. ft.
Open water (piers/docks
incorporated)
(C) Other
High ground 5,227,200 sq. ft. or
+/-120 acres
(disturbed)
(D) Total Area Disturbed: 5,234,250 sq. ft. (120.16 acres)
(E) Primary Nursery Area: No - Bogue Sound, Yes - Sikes Creek
(F) Water Classification: SA-ORW (Bogue Sound) and SA (Sikes Creek) Open: No
8. PROJECT SUMMARY: The applicant is proposing to develop the property into a 287-lot residential
subdivision, to include: subdivision amenities, utilities, road infrastructure, three (3) observation piers,
vehicular bridge, wastewater treatment plant with reclaimed ponds and a nature pond.
Mr. Kyle Corkum
Page Two
9. PROJECT DESCRIPTION:
JDavis Architects, PLLC, representing Bogue Watch, LLC, has requested that the attached application be processed
through the Express Review Permitting Program.
The property is comprised of approximately 196 acres and lies adjacent to Sikes Creek, Sanders Bay and Bogue Sound,
off of NC Hwy 24, near Ocean, in Carteret County. The majority of the property consists of high ground, however,
there are a few pockets of "404" type wetlands. Elevation at the site ranges from 1' to 20' above the Normal Water
Level (NWL). The project site is bordered, along Sikes Creek and Bogue Sound, by a continuous strip of "404" type
and coastal wetlands (sections vary from 30'-500' in width). High ground vegetation consists primarily of Long Leaf
Pine, Live Oak, Sweet Gum, Cedar, Magnolia, Dogwood and Red Maple. Understory vegetation includes Wax Myrtles,
Yaupons, and Red Bays. Transitional species, including: Sea Oxeye (Borrichia frutescens Common Reed (Fragmites
australis) and Grounsel-bush (Baccharus halimifolia) are located along the upper edge of the coastal wetlands. High
coastal marsh vegetation, including, Black Needle Rush (Anus roemarianus), Spike Grass (Distichlis snicata), and
Salt Meadow Grass (shartina patens) complete the transition to the waters edge where Smooth Cordgrass Marsh
(Spartina alterniflora) is the predominant species. Scattered patches of Submerged Aquatic Vegetation (SAV) exist
along the waters edge, south of the property.
A brief review of the property's permitting history revealed that a CAMA Major Permit was issued to Mr. Tom
Singleton in 1984, under CAMA Major Permit # 176-84. The proposal at that time included upland development and
the construction of a boat basin and entrance channel. The permit was renewed multiple times, however it later expired
during the mid 90's. Up until the past few years, the property has historically operated as the Holliday Village Mobile
Home Park. Most of the mobile homes have been removed from the site, however there are a few remaining. A partial
road system exists at the site, as does numerous stormwater drainage features.
The waters of the Bogue Sound, located adjacent to the proposed project area, are classified "SA-ORW" by the
Division of Water Quality, and the waters of Sanders/Sikes Creek are classified as "SA". This section of Sanders/Sikes
Creek, adjacent to the project site, is designated as a Primary Nursery Area by the Division of Marine Fisheries.
According to maps provided by Shellfish Sanitation, the area adjacent to the project site is CLOSED to the harvesting
of shellfish.
PROPOSED PROJECT: The applicant is proposing to develop the property into a 287-lot residential subdivision, to
include: subdivision amenities, utilities, road infrastructure, three (3) observation piers, vehicular bridge, wastewater
treatment plant with reclaimed ponds and a nature pond.
The applicant proposes to develop 287-lots for single-family dwellings, giving a density of 1.46 units per acre. No
individual units are proposed as part of the application package. As such, each individual property owner proposing to
develop within any AEC would be required to obtain their his/her own individual CAMA permit.
Bogue Watch Drive, which is located along the northern side of the property, adjacent to NC Highway 24, would
provide access to the subdivision. The existing drive would provide one entrance/exit to the subdivision with the
exception of the 26' gated fire access, also located adjacent to NC Highway 24, just east of the proposed Wastewater
Treatment Plant (WWTP). Please note that Bogue Watch Drive would provide access to numerous side streets within
the subdivision, however not all of the side streets, drives and/or courts will be discussed in the field investigation
report. Please refer to the workplat drawings (sheets CP-2 through CP-4) for a detailed description of the road
infrastructure.
Beginning along the northern property boundary and working south towards Bogue Sound, the applicant proposes to
construct a clubhouse, swimming pool and pool house, tennis court, basketball court, playground and boat storage area
(all located in the northeast comer of the property). A tertiary wastewater treatment plant would be constructed in the
northwest corner of the property. Treated effluent from the treatment system would be placed in two reclaimed ponds,
located in the center of the property. Two additional ponds would be created for aesthetic purposes.
Mr. Kyle Corkum
Page Three
These nature ponds would be located along the eastern portion of the property. Please note that all of the material,
resulting from the pond excavation, would remain onsite, and be used for road construction and grading purposes. The
applicant states that water would be impounded (amount unknown) for the proposed nature/observation ponds.
Continuing south, approximately 2,500' from the intersection of NC Hwy 24 and Bogue Watch Drive, the applicant
proposes to remove the existing 12' x 35' bridge, and replace it with a new 21' x 75' bridge. According to the site
drawings, the new bridge would extend south from the terminal end of Fisherman's Point, and provide access to the
isolated island/peninsula to the south of the mainland (only isolated by wetlands). The new bridge would span
approximately 165' (75' of which would be located over either "404" wetlands or coastal wetlands). The bridge,
including the approaches, would measure approximately 21' from out to out. Both ends of the approach would be
stabilized by a 25' wide retaining wall with 8' wing walls. The bridge would cross an 8' wide un-named canal that is
essentially un-navigable due to water depths. According to the application, the bridge would be elevated a minimum of
3' above the marsh substrate and approximately 5-6' above normal high water.
In addition to the community bridge crossing, the applicant is proposing to construct a second set of bridge crossings
that would provide access to Lot 82. These bridge sections (18' x 15' and 20' x 15') would cross two "404" wetland
fingers that extend in a southerly direction from the un-named canal. These bridges, or wetland crossings, would also be
constructed of timber and elevated a minimum of 3' above the marsh substrate.
The applicant proposes to construct three (3) community observation piers throughout the property. As indicated in the
application package, Pier # 1 (6' x300') would begin from a common area located between Lots 235 and 236. Pier # 1
would extend in a southerly direction towards Bogue Sound and would terminate into a 10'x 15' "T-head" platform. A
10' x 20' uncovered kayak storage area would be located at the approach to Pier #1, adjacent to the bulkhead. A 2' x
20' step down would be located on the waterward edge of the platform to allow for kayak/canoe launching.
Pier #2 (6' x 170') would be located along the south central property line, between Lots 62 and 63, and would extend
into Sanders Bay from a designated common area. Pier 92 would originate from a 20' x 20' covered gazebo (located
outside of the 30' Coastal Shoreline Buffer) and terminate into a 10' x 15' "T-head" platform over the open waters of
Bogue Sound/Sanders Bay.
Lastly, Pier #3 (6' x 800') would be located on the eastern peninsula, between Lots 120 and 121. Pier #3 would
originate from the sidewalk adjacent to extended Fisherman's Point. The pier would extend towards the southwest and
cross approximately 400-500' of both "404" and coastal wetlands. A 20' x 20' covered platform would be located in
the center run of the pier, above high ground, and a 10' x 15' "T-Head" gazebo would be located at the terminal end,
within the waters of Bogue Watch/Sanders Bay. As proposed, the decking of all three piers would be constructed a
minimum of 3' above the wetlands substrate and well within the applicants area of riparian access.
The applicant has indicated that drinking water would be provided by West Carteret Water Service (a local private
water supplier).
The, applicant has also submitted, and obtained approval of a Sedimentation and Erosion Control Plan (SECP) from the
Division of Land Quality. The plan was approved on 5/4/06, and was issued under Carte-2006-376. The State Sewer
Permit was also approved on 6/09/06, under Permit #WQ0030252.
A State Stormwater Permit has not been issued for this project. However, the applicant is scheduled for low-density
review on August 21, 2006.
Mr. Kyle Corkum
Page Four
10. ANTICIPATED IMPACTS:
As proposed, the subdivision construction would disturb approximately 5,227,200 sq. ft. of high ground. Total
impervious coverage calculations for development within the 575' coastal shoreline AEC would be 15.3%, and total
impervious coverage calculations for development within the 75' coastal shoreline AEC would be 0.0%. As proposed,
no "404" type or coastal wetlands would be filled as part of the project. The proposed pier and platforms would provide
access to the marsh and open water and shade approximately 4,680 sq. ft. of "404" type and coastal wetlands. The
proposed piers/platforms and floating docks would incorporate approximately 2,370 sq. ft. of estuarine and public trust
waters. As proposed, neither of piers would exceed the '/< width rule.
It should be noted that there are SAV in the vicinity of the proposed piers/platforms and that construction of these
structures could result in shading impacts.
Submitted by: Jason Dail Date: August 4, 2006 Office: Wilmington
Form DCM-MP-1
C. CL Fx p Ole - I Z S0
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Name Kyle Corkum/Bogue Watch, LLC
Address 5511 Capitol Center Dr Suite 105
City Raleigh State NC
Zip 27606 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Lawrence R. Zucchino. RLA
Address JDavis Architects, PLLC
510 Glenwood Avenue, Suite 201
City Raleigh State NC
Zip 27603 Day Phone [phone]
Fax [phone]
c.. Project name (if any)
Bogue Watch
NOTE. Permit will be issued in name of
Landowner(s), and/or project name.
2. LOCATION OF PROPOSED PROJECT
a. County Carteret
b. City, town, community or landmark
White Oak Township
c. Street address or secondary road number
1463 NC Highway 24
d. Is proposed work within city limits or planning
jurisdiction? X Yes - No
e. Name of body of water near project, e.g., river, creek,
sound, bay: Sanders Bay / Bogue Sound
3. DESCRIPTION AND PLANNED USE OF
PROPOSED PROJECT
a. List all development activities you proposed, e.g.,
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities. Residential
subdivision with supporting roadways residence
amenities, sound front viewing piers, utilities and
Rgjnds.
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional
pages. The subdivision will be constructed using
standard development industry practices.
AUG 0 2 2006
DIVISION OF
COASTAL MANAGEMENT
Form DCM-MP A
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 196 acres
b. Size of individual lot(s) Average Lot Size 16.420 SF
c. Approximate elevation of tract above MHW or NWL
6' to 20' above NWL
d. Soil type(s) and texture(s) of trail: Sandy Loam
"e. Vegetation on tract: Pines / Mixed Hardwoods
f Man-made features now on tract Subdivision
road/mobile home park.
g. What is the CAMA Land Use Plan land
classifications of the site? (cm=& du tocat kod hoe plmh.)
X Conservation X Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
Zoning Flexible Planned Unit Deveopment
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zadng cbmpHawe certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on site? X Yes No
Coastal (marsh) X . Other 404 Wetlands
If yes, has a delineation been conducted? Yes
OttachdochrmeaWom ifmaailable)
See Attached Wetlands Plat
m. Describe existing wastewater treatment facilities.
Conventional on-site septic , ms
Revived 03M
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, `wash
down" and residential discharges.) None currently.
See Stormwater Plan for planned development.
o. Describe existing drinking water supply source.
Conventional private wells and private water
system.
5. ADDI'ITONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected properties. If the applicant is not
claiming to be the owner of said properties, then
forward a copy of the deed or other instrument under
which the owner claims title, phis written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8-U2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 77.0203 for a
detailed description.)
Pkase note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding the agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of names and complete addresses of the
7)d . t (4P
'an) landowners and I , = '? '? gas r f that such owners
I?
AUG 0 2 2006
COASTAL DIVISION OF
MENT
Form DCM-MP
have received a copy of the application and plats
by certified maiL Such landowners must be 6. CERTIFICATION AND PERMISSION
advised that they have. 30 days in which to submit TO ENTER ON LAND
comments on the proposed project to the Division
of Coastal Management. Upon signing this form,
the applicant further certifies that such notice has I understand that any permit issued in response to this

been provided. application will allow only the development described in
the application. The project will be subject to conditions
Name S.T. Wooten Corporation
and restrictions contained in the permit.
Address 3801 Black Creek Rd
Wilso NC I certify that to the best of my knowledge, the proposed

Phone [phone] activity complies with the State of North Carolina's
approved Coastal Management Program and will be
Name IVS LLC conducted in a manner consistent with such program.
Address 1463 HWY 24 East
Newport
NC 28570 I certify that I am authorized to grant, and do in fact,
,
Phone grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
Name connection with evaluating information related to this
Aar permit application and follow-up monitoring of the
project.
Phone
Name
Address
Phone
• A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
None
• A check for $400 made payable to the Department
of Environment, Health, and Natural Resources
(DEHNR) to cover the costs of process the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
I further certify that the information provided in this
application is2J%^-day truthf d to the best of my knowledge.
This is the of 2006
Print Name. La ce R. Zucchino RLA
Signature
andov
or Authorized Agent
,yr Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 SInformation
X DCM MP-5 Bridges and Culverts
. DCM MP-6 Marina Development
• A statement of compliance with the NC
Environmental Policy Act (N.C.G.S.112A -1 to
10) If the project involves the expenditure of public
finds or use of public lands, attach a statement
documenting compliance with the North Carolina
Envuonmental POhCy Ad.
NOTE: Please sign and date each
attachment in the space provided ¢t the
bottom of each form.
CEIVE
AUG 0 2 Zoos
Rryl"03/95 COASTAL DIVISION
Form DCM MP-3
UPLAND
DEVELOPMENT
(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
section of the Joint Application that relate to the proposed h.
project.
a. Type and number of buildings, facilities, unit or
structures proposed 287 single family residences, one
clubhouse, waste treatment fx ity and three
pmMaity piers.
b. Number of lots or parcels 287 Lots
c. Density (give the number of residential units and the
units per acre) 1.46 Lots/Acre
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc. Approximately 120 Acres_
e. If the proposed project will disturb more than one acres
of land, the Division of Land Resources must receive
an erosion and sedimentation control plan at least 30
days before land disturbing activity begins. If
applicable, has a sedimentation and erosion control
plan been submitted to the Division of Land
Resources? X Yes No
If yes, date submitted
£ List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces. halt and
-Hushed stone.
g. 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 build upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. ORW 14.8°/a
Estuarine Shoreline AEC 0%
Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
K -Yes No
If yes, date submitted April 12. 2006
i. Describe proposed method of sewage disposal.
Tertiary Package Treatment Plant with reclaimed
water dispool in ponds.
j. Have the facilities described in Item L Above received
state and local approval? Permit # W00029821.
(attach appropriate doc nnmtadm)
k. Describe location and type of proposed discharges
to waters of the state (for example, surface runoE;
sanitary wastewater, industrial/commercial
effluent, -wash down" and residential discharges).
None.
1. Describe proposed drinking water supply source
(e.g., well, community, public system, etc.) Private
water service west Carteret Water S, sy ten
m Will water be impounded? X Yes _ No
If yes, how many acres? +/- 11.00 AC in_Mds for
aesthetics and reclaimed water ponds
n. If the project is a oceanfront development, when was
the lot(s) platted and recorded? N/A
Dr Pro' N e Date.
? aw n z zoos
DIVISION OF
COASTAL MANAGEMENT
Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major C.
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application, which relate to this
proposed project.
a. Dock(s) and/or Pier(s)
(1) Commercial X Community _ Private
(2) Number _3 communi
& piers
(3) Length Community Piers: Pier #1- 300 LF,
Pier #2 - 170 LF, Pier 43 - 880 LF
1,530 total LF.
(4) Width 6'
(5) Finger Piers Yes X No
(i) Number
(ii) Length
(iii) Width
(6) Platforms(s) X Yes _ No
(i) Number 3
(ii) Length 10'
(iii) Width 15'
(7) Number of slips proposed N/A
(8) Proximity of structure to adjacent riparian
property lines Minimum is 15'
(9) Width of water body _Pier #1 - 100',
Pier #2 - 1,500', Pier #3 - 1,000'
(10) Water depth at waterward end of pier at MLW
or MWL f2' Deep MLW at piers
Mooring buoys N/A
(1) No Commercial No Community No Private
(2) Number NIA
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
N/A
(4) Width of water body N/A
(5) Distance buoys(s) to be placed beyond shoreline
N/A
£ Mooring structure (boatlift, mooring pilings, etc.)
(1) No Commercial No Community No Private
(2) Number N/A
(3) Length N/A
(4) Width N/A
g. Other (Give complete description)
b. Boathouse (including covered lifts) N/A
(1) No Commercial No Private
(2) Length N/A
(3) Width N/A
c. Groin (e.g., wood, sheetpile, etc.) N/A
(1) Number N/A
(2) Length(s) N/A
Boeue.Watah- LLC
App r. t ro' Namee
Si
7. Z4). 0 to
d. Breakwater (e.g., wood, sheetpile, etc.) N/A
(1) Length N/A
(2) Average distance form NUM, NWL or
wetlands N/A
(3) Maximum distance beyond MHW, NWL or
wetlands N/A
Date
Q E-' C E I VE
r.
A iG 0 2 2006
DIVISION OF
COASTAL MANAGEMENT
Revised 03/95
Form DCM-MP-5
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 this Joint
Application that relate to this proposed project.
1. BRIDGES
a. Public Private X
b. Type of bridge (construction material:
g. Length of proposed bridge 75' trial /
40' Water span
h. Width of proposed bridge 21' out to out
WoodiTimber construction i. Height of proposed bridge above
wetlands Minimum 3 feet
c. Water body to be crossed by bridge:
Unnamed tnbutary to Sanders Bay
j. Will the proposed bridge affect
d. Water depth at the proposed crossing at existing water flow?
MLW or NWL 1-2 Feet Yes X No
If yes explain
e. Will proposed bridge replace an existing
bridge? X Yes No k Navigation clearance underneath
If es,? proposed bridge 5 - 6 Feet
( gth existing bridge 35'
(2) Width of existing bridge _ 12' L Will the proposed bridge affect
(3) Navigation clearance underneath navigation by reducing or increasing
existing bridge 5-6 Feet the existing navigable opening?
(4) Will all, or part of the existing bridge Yes X No
be removed? (Explain) Yes If yes, explain
completely removed
in. Will the proposed bridge cross
£ Will proposed bridge replace an existing wetlands
culvert(s)? Yes X No containing no navigable waters?
If yes, _X __Yes No
(1) Length of existing culvert if yes, explain Elevated structure
(2) Width of existing culvert Above wetlands. No wetland fill.
(3) Navigation clearance underneath
existing bridge n. Have you contact the U.S. Coast
(4) Will all, or part 4 the existing bridge ?D Guard concerning their approval?
be removed? (Explain) 0 7/ X No
J may' , vide record of their
AUG Q 2 ?? on.
COgs O/V/S'ON OF
ANaG?MFNT
Form DCM-MP-5 ,
2. CULVERTS N/A
a. Water body in which culvert is to be placed
b. Number of culverts proposed
c. Type of culvert (construction material, style)
d. Will proposed culvert replace an existing
bridge?
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
. Bridge
(4) Will all, or part of, the existing bridge be
removed? (Explain)
e. Will proposed culvert replace an existing
culvert? Yes No
If yes,
(1) Length of existing culvert
(2) ' Width of existing culvert
(3) Height of the top of the existing culvert
above the MHW or NWL
(4) Will all, or part of the existing culvert be
removed? (Explain)
f. Length of proposed culvert
g. Width of proposed culvert
h. Height of the top of the proposed culvert
above the MHW or NWL
i. Will the proposed culvert affect existing
water flow?
(4)
j. Will the proposed culvert affect exng
navigation potential? Yes No
If yes, explain
3. EXCAVATION AND FILL N/A
a. Will the placement of the proposed bridge or
culvert required any excavation below the
MHW or NWL? Yes No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Depth of area to be excavated
(4) Amount of material to be excavated in
cubic yards
b_ Will the placement of the proposed bridge or
culvert require any excavation within:
_ Coastal Wetlands - SAVs
other Wetlands
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in
cubic yards
c. Will the placement of the proposed bridge or
culvert require any highground excavation?
Yes No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in
cubic yards
d. If the placement of the bridge or culvert
involves any excavation, please complete the
following:
(1) Location of the spoil disposal area
(2) Dimensions of spoil disposal area
(3) Do you claim title to the disposal area?
Yes No
If no, attach a letter granting permission
from the owner.
AUG 0 2 2006
N
COASTAL DIVISIOOF D
Form DCM-MP-5
(4) Will the disposal area be available for future b. Will the proposed project required the
maintenance? Yes No relocation of any existing utility lines?
(5) Does the disposal area include any coastal Yes X No
wetlands (marsh), SAVs, or other wetlands? If yes, explain in detail
Yes No
If yes, give dimensions if different from (2) c. Will the proposed project require the
above construction of any temporary detour
(6) Does the disposal area include any area below structures?
the NH-1W or NWL? Yes No Yes X No
If yes, give the dimension if different form If yes, explain in detail
No. 2 above
d. Will the proposed project require any
work channels ?
Yes X No
e. Will the placement of the proposed bridge or culvert if yes, explain in detail
Result in any fill (other than excavated material If yes, complete Form DCM-MP-2
described in Item d. above) to be placed below
NH-]W or NWL? Yes No e. How will excavated or fill material be
If yes, kept on site and erosion controlled?
(1) Length of area to be filled Approved Erosion Control Plan by
(2) Width of area to be filled NCDLQ
(3) Purpose of fill
f. What type of construction equipment
will be used (for example, dragline,
f. Will the placement of the proposed bridge of culvert backhoe, or hydraulic dredge)?
result in any fill (other than excavated material Conventional timber construction
described in Item d. above) to be placed below equipment.
WM or NWL? Yes No
If yes, g. Will wetlands be crossed in transporting
(1) Length of area to be filled equipment to project site?
(2) Width of area to be filled X Yes No
(3) Purpose of fill If yes, explain steps that will be taken to
lessen environmental impacts. To
g. Will the placement of the proposed bridge or culvert down bridge construction. Work from
result in any fill (other than excavated material elevated bridge structure.
described in Item d. above) to be placed on
highground?
Yes No h. Will the placement of the proposed
If yes, bridge or culvert require any shoreline
(1) Length of area to be filled stabilization?
(2) Width of area to be filled X Yes
No
(3) Purpose of fill _
If yes, explain in detail See
drawin .
4. GENERAL Bogae Watch Subdivision
li cant or Pro, ect Name
?
a. Will the proposed project ' lvr iti ff
Yes X No ( r V.
If
yes, explain in detail V S
AUG 0 2 2006 ?•Zd -?
D Date
DIVISION OF
COASTAL. MANAGEMENT
BOGUS WATCH SUBDIVISION
CARTERET COUNTY, NC
Bogue Watch is a 196-acre planned residential development in Carteret County. The
property is located off NC Highway 24 with riparian frontage on Sanders Bay and Bogue
Sound.
Physical improvements on the property currently include a mobile home park and single
family residential subdivision. The subdivision has an improved road with two homes.
The proposed development program is for single family residential land use. The
proposed plan has been redesigned from the current land plan with changes in roadway
and lotting configurations. A total of 287 single-family lots are planned at a residential
density of less than 1.5 units per acre.
Project amenities for residents include a fenced boat storage area, a clubhouse facility
with parking, tennis courts, freshwater ponds, and three pedestrian piers for sound and
marsh access.
The developer is requesting a stormwater permit using the low-density approach for the
575-foot ORW zone. The remainder of the development will also be permitted under the
low-density provisions employing BMP stormwater features. No wetland fills are
requested for this development.
Wastewater will be handled through a tertiary package treatment plant with on-site
disposal system permitted through NCDWQ. NCDWQ has issued permit No WQ
0029821 for this treatment plant. A local private water company, West Carteret Water
Service, will provide potable water.
Local subdivision has been designed to meet standards under the Resort Residential
Planned Unit Development provisions of the zoning ordinance. The project complies
with these standards and has received County approval for both the Master Plan and the
Preliminary Plat.
Resource protection will be enhanced with the provision to restrict piers and docks from
individual residential lots. No additional wetland fills by individual lots owners will be
allowed. These provisions will be addressed through Property Owner Association
restrictive covenants.
REmd05\05120-Bogue Watch\Permits\Naaative.doc
3/21/06
__VE
?J
I?v AUG 0 2 2006
D
ION OF
NT
J A
U'u 0 2 2006
COASTAL DIVISION OF
MANAGEMENT
i
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• - , ~ a ' V ~ ~ LoT u . v ~ • _ , ~ ~ ~ r PROPOSED LOTS TO BE DESIGNATED AS COMMON I ~ ~REA ~ND OR OPEN SPACE AND WILL BE UNDER
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. _ - ~n ~ - - ~ ~ ~ ~ ~ ~ • a ''I~WR3`H f ¦ ~ ~ 1 AS RECORDED PER MAP BOOK 30, PG 749 r h, z
,,a , , 4 . . , ~ ~ ,1 u , ' _ • `1 ~ r : : ~ ~ 2. THIS SURVEY IS A COh181NATI0N OF FIVE PARCELS OF LAND, a
P ~ , . ~ _ - _ ! A) HUMP LLC TRACT DBOOK 823 DPAGE 620 0
i ~ ~ e ~ `~~v , u \ a ~ _ , \ 1, 1 - " ~ h ~ _ _ i° B) F014'LER TRACT DBOOK 638 DPAGE 180 ° ¦ 7 3 ELECTRIC O'JERHEA.D EASEMENT, DEED BK. 699, PG. 416, IS z h ~ N W LOCATED ~
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JJJ 9 9r ? ? 0 _ ~ .'y ~ ! i DRVEV{AY ~g!01W,~,. ' ~ ~ , ' a ;,ERE OBTAINED FROhIBOUNDARY SURVEY" OF ~ ~
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AS PER N,C.D.O.T~ , ~ \ ~ ~ G~55 - n SPACE ~ P `r C,1 1.40 ACRES 1.4 ACRES UPDATED AS NE'd INFORt;1=TON BECOMES AVAILABLE _
REQUIREPdENTS 1 r.` POND 17 ~,G J e ~ 223 ACRES j Q ~ ~ 59 ~ iB2 / ~ W ~ -
/ '~P ~ ~ ~ 61 ~ ~ 1 ~ =9 ~o so 0 w ~z ~ O
~ ~ o', ~ \ . ~ Iw oo;c EXIST RECLAIMED - o~ „ ING C Q ~ ~ NNEL - . ~ ~ ' ~ ~
1 ~ i 1 1 ~ 7 00 HANNEL ~ IVATER 'a' Q ` A04 WETG'~JS ~ O
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18 't SEE CP1 FOR EXISTING CONDITIONS PLAN a 0 U
®
t ® ~ \ 1 ® ~ . ` ~ BUILT UPON AREA Area Inside ORW Line 1 ~ ) O }+/1 Inside ORW Line) Square Feet Acre o ~ ~
1 J y I ~ 8 Y I Y;,,, ® Q ® ® ~ Q 1) Area of Property in ORW w 2,sos,o67 59.87 SEE CP3 & P4 F R ENLARGED PLAN ~ C 0 z
N ~ ! ~ ~ On-Site Roads RA Q C~ 98,922 2.21 = ads (RA) v
~b1 ~ ( I `p 141 0 o y - ' _ = b Other Area (OA) oA U O o
~1 m I / RASSwAY s ~ o~ On-Site Sidewalks t °o A SEAG ~ / a N ~ ~ / ewalks 5,847 0.13 w
2 Q ~ , ~ / : Nl RSH ~•o~ Ammenlties T 4 ® 9 ~ ® ' ~ _ 4 ` 1,200 0.03 SITE DATA: o
Q Q , I \ e 191 Q~ 6 ®5 - Vo ° ~
, ® 5 z Total Other Area (OA) ® 9 ® .F ® Area (oA) 7,047 0,16 LOCATION:1463 HWY 24 EAST, NEWPORT, WHITE OAK TOWNSHIP, CARTERET COUNTY, NC 27570 ~ ' ~ v w ~
4 Q 5 Q 1 ® 16 ~ OWNER: BOGUE WATCH LLC m
,51 ® ® ~ < : ` Total Im ervious Are RA + OA 1o'BUFFER ® 0 P~ Q ~ P ( ) ~A + OA 105,969 2.43 ° ~ PIN NUMBERS; 630502961604000, 631501066672000, 631501073659000, 630502958991000,630502974856000, U
Q ~ ~ ~ i r =2 ° fDi 4 ® c ,5 / ~ 2) Total allowed imperv ous a ea 5 o ~ ® ~ ~ us area = 25°/° of Developable area 630502915869000, 630502976962000, 630502977966000, 630502978958000 Z
Q ~ total Allowed Impervious Area ® ~ is Area 490,921 11.27 DEVELOPER: BOGUE WATCH LLC
® ~ o~ for home l01 s © ® ,o , 3) Total allowed Impervious area 26' GATED FIRE ACCES / 71 ~a~ o us area for home lots = 3 - 2 PHONE: [phone] Q ) ( )
© , I Q ~ I ~.~~h Total Allowed Impervious Area for home Ic pus Area for home lots 384,952 8,83 FAX; 1 256-1982 (9 9) a 1oa
a 1 ~ ~ ~ ~ Total Number of Lots: 108 ® I - ~ Total Allowed Im rvious Area Per Lot ® RECLAIMED _ Pe ~usArea Per lot 3,564 0.09 ADDRESS: 5511 CAPITAL CENTER DRIVE, SUITE 105, RALEIGH, NC 27606 w
~ WATER ® ,-1:'` TOTAL ACREAGE:196.00 AC AS DEEDED) w (
a.. ® ® t 4) Determine Proposed Density Factor (DF) ' POND ~ ° . Q o Formula: BUrVLot = SAXDF - RA - OA tensity Factor (DF) ~ (SAzDF) - RA - OA] 1(No Lots) TOTAL LAND AREA FOR STREET RIGHT-OF-WAY AND PARKING AREAS: ±36 AC (DOES NOT INCLUDE
® ® 1.97 AC ES E„ ~ BUA 1 Lot from above from above 3,564 0.05 Z ALLEYWAYS g
° OVERFLOW ~ ^ ° ~ ) i ~ ® z ~ ~ ® Proposed (BUA 1 Lot) POND ® ~ Pro sed DF = BUA 1 Lot No BUA 1 Lot 2 723 ) a ( ) tF =[(BUA 1 Lot) No. Lots + (RA + OA)] 1 SA TOTAL LINEAR FEET OF STREETS AND ALLEYS: 20,000 LF w
~ \ ~oriD i Po ) • ® ® ~ °SA=a.~,A° Proposed DF tF 15.3% ° pe Im rvious TOTAL LOT NUMBER: 287 LOTS 11.46 LOTS PER ACRE r
L23 ACRES atAINTFNANCE ® ~ K : osR=,oanc ~ ~ ~ accES~ o> o ~ ` Total Proposed Impervious ARea ~iousARea 400,069 9,18
. ® ® a ,pF~ LARGEST LOT:104,000 SF
JSA.•Nti I 7 ~ ® / 3f ® ~ Lots se arated into 8 different develo ment I ~ ~ ~ ~ ® ~ , ~ oAS~ r - 4 max in Brent develo ment cat ories as follws: SMALLEST LOT: 4,050 SF 4 max imp. area = 5,400 sgft
a ~ ® ~-~;p Ess • : ; ~ ~s . # Lots at 1,350 s ft - o ~ I ~ iJT.: - 12 max in 12 max im .area = 18,000 s ft AVERAGE LOT SIZE: 4,712,750 SF1287LOTS =16,420 SF P q ~ ~
o ® 1 7 >k Lots ai 1500 ft - ~ ~ ® ~ ~ ~ - 3 max in o ® ~ ~ ~ Lots a12 250 s ft - w ~ 3 max imp. area = 6.150 sgft MAXIMUM BUILDING HEIGHT. 50 W
A g ® ® ® ~ t 3 # Lots at 2 500 s ft = 4 max in N ~ ~ . o a 4 max imp. area = 10.000 sgft ALL RESIDENCES WILL BE SINGLE FAMILY HOMES o
a, ~ ; ~ ® ~ h Lots at 2 750 ft = 15 max In tN 2 nco o, 15 max imp, area = 41,250 sgft U 7 T : 7 2 PE P _ PROJECTED POPULATION (A G. 2.76 PER FAMILY X 28 LO S) 9 0 LE
p a ® ® 2 ~ Lots at 3000 ft - 66 maz in 66 max imp. area - 198,000 sgft w 2 max imp. area = 6,700 sgft COMMUNITY OPEN SPACE ACREAGE: ACTIVE (OSA); 21,94 AC
rIN nor uNES ~ ~r ~ ~ . ; ; : ~ # Lots at 3 350 ft = 2 max in EXIS G ` ® EMP RY ~ ~ 4 p?pp" - a TO BE ABANDONED I ~ PARK G F ~'3 ' ?f LOtS at G OOO ft - 2 mac In 2 max imp. area = 8.000 sgft PASSIVE (OSP); 15,60 AC o
/ ~ 2; ~,H,ti N ~ 9 a ~ Toials = 108 ® u ® ~ ~ 6eoaq ~FRki 108 2sa,loo sgft TOTAL: 37,54 AC Q
BRICK PIER(TYP) ~ ~ / b 14p,gp, Kapp POND ACREAGE:10.91 AC
_ - _ - ~ ~F Basin information Area inside Area inside 75 AEC line
o • • tae. _ - , ® ® ~ " osA,o:~ Receivin Stream Name Sander o ' o~,m ~~~6z ~3 ~ . ~ °$P-;,,~ tram Class ; Sanders Creek WATER; WEST CARTERET WATER CORPORATION ~ DATE SA a
`5~"'W'''' ~'3Q~~~:'~:~:~~~0~ d ~ ~ ~ ~ 6 ~ ~ 10 X20UNC0',EREDPLATFORMWITHRACKSFOR ReCelVln S e 36 ~ o ~ F~~: ,J ~ ~ J as t7~ UNDERGROUND ELECTRICAL: BY CARTERET CRAVEN ELECTRICAL SERVICE ° PROJECT: 05120 07.21.06 177,310
GO' )g bD" ~ ~ ~ / 91 KAYAK STORAGE AND STEP DOWN FOR LAUNCHES Dralna a Afea S ~ oo, . .:Iv1AA3N ; ~ ~ ; Ezistin Im rvious'Area N09°14'00'E ~ ~ ~ ~ ~ ' ~ ~ + SEWER; PACKAGE TREATMENT PLANT a REVISIONS: LAMA REVISION 07.24.06 e 0
~ N ~ s~sa' ~ ~~~,A:. ~tia~o~~ ~ o a Proosedlm rncus Area ~ea 0 A LICENSED UTILITY COMPANY WILL OWN AND OPERATE THE WASTEWATER TREATMENT PLANT AND Z
~ app ,p1 p 3gQ ~ ~ . /o lm eNIOUS Area total J 0 ~ SEWAGE COLLECTION SYSTEM, ~
~ £ ~ 1 ~ ~ . H z ~ Basin information Area inside OR TRASH COLLECTION WILL BE THROUGH A PRIVATE WASTE COLLECTION SERVICE. Area inside ORW1575 Line (SF) Total Development Area
3 a. ~ !Receivin Stream Name Bogue Siund 8 Bo ue Siund & Sanders Creek Bo ue Sound, East Prong, 8 Sanders Creek LAND USE CLASSIFICATION: LIMITED TRANSITIONlCONSERUATION 9 9 ~
~ 'Receivin Stream Class SA SA ORW SA and SA ORW ZONING: R-10 1,40 AC. FLEXIBLE PUD 194.60 AC (
a ; Draina e Area s 2,60 2,608,067 6.857.650 w
~ G,,c .7~ AEC sETBncK HERE ~ EXistin Im rvious' Area a I Pro sed Im rvious' Area 38E B 0 134,815 w 'ea 386,469 1,341,240 ~
4 ' °~o Im ervious' Area total 1 FEMA F.I.R.M. MAP DATA: } d 15.3 21.50
~ y~ v"'i DRAWN BY: TMH, TAA MAP # 370043 PANEL 6305J, DATED JULY 16, 2003 w
~ Impervious Surface Area Area inside OR ~ ;Lots 29~ ~ Area inside ORWi575 Line (SF) Total Development Area (SF) BASE FLOOD ELEVATION: 6.0 FT. ~ X CHECKED BY: LZ 294,100 843,350 MAP # 370043 PANEL 6315) ,DATED JULY 16, 2003 w -
On-site Streets 98 b 98,922 511,341 BASE FLOOD ELEVATION: 9.0 FT. U) CONTENT: LAMA PERMIT _
Ammenities t, 1,200 46.509 w OVERALL SITE PLAN
On-site Sidewalks 5, 5,847 33,302 =
WWTP Not 0 39,554 Q Not Used Not Used 200' 100' 0 200' 400'
o Total: Total: 400,069 Total: 1,476,055
a~ o 'Impervious area is defined as the built uF Mined as the built upon area including, but not limited to, buildings, roads, parking
N areas, sidewalks, gravel areas, etc. el areas, etc.
0 kn SCALE; 1" = 200' N CP2
0 b 0 LAYER MANAGER:05120-CAMA-CP2
G a DVIEW: 90 DEGREE
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0 50 WIDE ~ o o ~ 75' DEEP ~ ~ Z Q
N SITE DATA; NOTE: _ °
Z wZ ~ FEMA DATA REFLECTS 2003 INFORMATION AND WILL BE ~ DATE UPDATED AS NEW INFORMATION BECOMES AVAILABLE a
~o o Q o LOCATION:1463 HWY 24 EAST, NEWPORT, WHITE OAK TOWNSHIP, CARTERET COUNTY, NC 27570 ALL RESIDEN ° PROJECT: 05120 0721.06
3 CES WILL BE SINGLE FAMILY HOMES OWNER: BOGUE WATCH LLC PROJECTED POPULATI a REVISIONS;
ON (AUG. 2.76 PER FAMILY X 287 LOTS): 792 PEOPLE PIN NUMBERS: 630502961604000, 631501066672000, 631501073659000, 630502958991000,630502974856000, COMMUNITY OPEN SPACE ACREAGE: ACTIVE OSA : 21. J Z
( ) 94 AC ~ I 630502975869000, 630502976962000, 630502977966000, 630502978958000 SEE CP3 & CP4 FOR OVERALL PLAN ° .
PASSIVE (OSP): 15.60 AC a r~o' FRONT sE•reacK~ DEVELOPER: BOGUE WATCH LLC ° U
~ TOTAL: 37.54 AC H
.a _ 1 PHONE: [phone] POND ACREAGE:10.91 AC 1_
PRivArE R.o.w. uNE FAX: [phone] ( ) WATER: NEST CARTERET WATER CORPORATION - WIDTH VARIES, SEE PLANS ADDRESS: 5 11 APITA 404 WETLANDS
5 C L CENTER DRIVE, SUITE 105, RALEIGH, NC 27606 UNDERGROUND ELECTRICAL: BY CARTERET CRAVEN ELE ~ CTRICAL SERVICE w
~ - - - - TOTAL ACREAGE;196.00 AC (AS DEEDED) SEWER: PACKAGE TREATMENT PLANT 0 ~ PRIVATE ROAD C.A.M,A. MARSH ~ }
~ TOTAL LAND AREA FOR STREET RIGHT-OF-WAY AND PARKING AREAS: ±36 AC (DOES NOT INCLUDE A LICENSED UTILITY COMPANY WILL OWN AND OPERA TE THE WASTEWATER TREATMENT PLANT AP J 4ENT PLANT AND W DRAWN BY: TMH, TAA
_ _ _ _ - _ ALLEYWAYS) SEWAGE COLLECTION SYSTEM.
X CHECKED BY; LZ
rrtrvHit n.v.w. L vt I U I AL LINtHK rtt I Ur 51 Ktt I5 RNU ALLtYS: +l- ZU,UUU LF TRASH COLLECTION WILL BE THROUGH A PRIVATE WASTE COLLECTION SERVICE. FEMA F.I.R.M. MAP DATA: ui
NOTE: TOTAL LOT NUMBER: 287 LOTS 11.4 ~ 6 LOTS PER ACRE LAND USE CLASSIFICATION: LIMITED TRANSITION/CONSERVATION MAP # 370043 PANEL 6305J, DATED JULY 16, 2003 CONTENT: CAMA PERMIT
PRIVATE RIGHT OF WAY WIDTH VARIES LARGEST LOT: 104,000 SF ZONING: R-10 1.40 AC. FLEXIBLE PUD 194.60 AC BASE FLOOD ELEVATION: 8.0 FT. w ENLARGED SITE PLAN MAP # 370043 PANEL 6315J DATED JULY 16, 2003
SEE PLANS. SMALLEST LOT: 4,050 SF BASE FLOOD ELEVATION: 9.0 FT. 100 50 0 100, 200 a
MINIMUM OF 10 BETWEEN BUILDINGS AVERAGE LOT SIZE: 4,712,750 SF/287 LOTS =16,420 SF Ln
WILL BE PROVIDED. MAXIMUM BUILDING HEIGHT: 50' a a
0 SCALE: 1"= 100'
0 b G 0 0 N
CP3 O
d; LAYER MANAGER:05120-CAMA-CP3 & CP4 DVIEW: 90 DEGREE

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AS PER N.C.D.O.T. a a - ~ \ , 6~ ~ ~ -1701.E ~ ~ a F QPF,~ _
p ~ ~ ~ ~ \ ~ s , a REQt11 EMENTS , I ~ ~ ~ G - - ,h ~ a~~ ~ / ~ ~ ~ R-10 ZONING 7 9 PACE z
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i ~ ~ s COLUMN P + ~ ~ s--~ ,a , t v (TY - j` ~ ~ \ / _ _ ~ DATE
~ ~ ~ „ ~ v ~ ~g ~ ~ ~ cu , 1 ~ 1 ~o ~ ° - - 1 h 1 1 ~ ~ ~ - - r-r-_ - 1. ~ 1 ' ' . - c~ PROJECT: 05120 0721.06
~ ~ ' - ~ ; s m m ~ ~J A N ~ n 169 b t ~ ~ " o ~ , 1 - _ 1 , ~ i ? ~ ~ ~ ~ y,~ ~ ~ ~
1 1- a, m, ~ ~ 1 3 t REVISIONS; ~ K \ ~
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- I DIMENSIONS. }
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TED RAIL POST 2X4 TREATED 5'_0" t O.C. 4X4 TREA 7 1 /4" O.C. z L
5'-0' ~ O.C. GENERAL ~
o - U
1. ALL SAFETY REGULATIONS ARE TO BE FOLLOWED STRICTLY. METHODS OF ~ ' o
1 CONSTRUCTION AND ERECTION OF THE STRUCTURAL MATERIAL IS CONTRACTORS }
'-Dr RESPONSIBILITY. ~ a
SPLJCE 2X12 FACIA BOARD IN THIS AREA ~ W ~ 2. DESIGN LOAD:
. ° z A. DEAD LOAD. ACTUAL WEIGHT OF MATERIAL a
i B. LIVE LOAD: DESIGN FOR 80 PSF PEDESTRIAN UNIFORM LOAD. o ~
STAKED IN FIELD AND APPROVED BY °
3. FlNAL PEDESTRIAN BOARDWALK TO BE a ~ w i
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WOOD FRICTION PILES " ~
°o W " RN PINE PILING WITH MINIMUM LOAD 0. ~
1. WOOD PILES SHALL BE 8 ~ SOUTHE w (u
CARRYING CAPACITY OF 5 TONS EACH UNLESS OTHERWISE NOTED ON THE PLANS. a ~ w PILE CAPACITY SHALL BE FlELD DETERMINED BY A QUALIFIED SOIL ENGINEER, m
o
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2. MINIMUM PILE LENGTH SHALL BE 10 FT. BELOW GRADE. ADDITIONAL LENGTH 2
TOE NAIL 2X10 TO 2X12 BEA1t W/2-10d y(g TREATED TOP RAIL I AREAS THAT CONTAIN SOFT SOILS TO ACHIEVE DESIGN Q MIGHT BE REQUIRED N (
ON NAILS EA. SIDE OF 2X10 6'-0' CLEAR WALKWAY (U.O.N. AT PLATFORM) GALV. COMM CAPACITY 5 TONS). FOUR TEST PILES WILL BE DRIVEN TO DETERMINE PILE LENGTH. ~ Z
2-16d GALV. COMMON NAILS 2X6 TREATED DECKNG JETTING PILING WILL NOT BE ALLOWED. w
0 EA. JOIST(TYP.) BOARD W/ 1/8' GAP MAX. w 3. ALL PILING SHAH BE PRESERVATIVELY TREATED WITH CHROMATED COPPER
ARSENATE (CCA) 2.5 PCF.
2.5 3-16d GALY. COt~t110N NAILS 4. USE 2X COPPER NAPHTHENATE SOLU110NS TO FELD TREAT PILING CUT 4FF n.
0 EA. PK~(ET OR POST 3.5 POINT ACCORDING TO AWPA M4 STANDARD. w w
NOTCH 2X10 T
AS REQ'D 3 5 ~ Z WOOD CONSTRUCTION
2-16d GALV. CO11~tON NAILS 2X6 TREATED HANDRAIL 17'5 0 EA. PICKET OR POST ALL TIMBER FRAMMING MEMBERS INCLUDING DECKING, JOISTS AND BEAMS TO BE x 1. c~
r. SOUTHERN YELLOW PINE ~2, PRESERVATIVELY TREATED WITH CHROMATED COPPER ~
2X10 TREATED JOIST'S 0 ' " MAX. 2X4 LEDGER ARSENATE (CCA) 2.5 PCF.
16 O.C. ~ TED PICKET'S 0 (CONT.) BEAM TYP. 2X4 TREA w
~ 2X12 TREATED ( } 7 1/4" O.C. 4 .o N YELLOW PINE OR BETTER a 2. ALL HANDRAILS TO BE SOUTHER ~3 ~
EAM ~ IIIN. 3' OTTOw RAIL NAIL 2X4 LEDGER TO 2X12 B ~ 2X6 TREATED B VELY TREATED WITH CHROMATED COPPER ARSENATE (CCA) 2.5 PCF. a PRESERVATI W S
W 12-10d GALV. COMMON NAILS 0 ~ ; M / 6' O.C. (TYP.) ~ 0
_ 3-5/8 ~ A307 GALV. 2 16d GALV. COAl1A0N NAILS 2X6 TREATED DECKING BOARD °z
8'0 SOUTHERN PINE TIMBER PILE 0 BOLTS. 0 EA. PIIE 0 EA. PK~CET OR POST ~6 TREAIID DECKING BOARD a
10'-0' t O.C. ' 6'-0" CLEAR WALKWAY (U.O.N. AT PLATFORM) ~
W.L 1,8 DATE a
PROJECT: 05120 U7.21.06
4X4 TREATED POST'S 0 5'-0' t O.C. ~ REVISIONS:
2-5 8"~ A307 GALV. z ~ o
2-5/8"0 A307 GALV. V 80LT5. 0 CENTER OF EA. BOLTS. 0 CENTER OF EA. ~ 4X4 POST ~
4X4 P05T o U
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2X12 TREATED FASCIA BOARD ~ DRAWN BY: TMH, TAA
FASCIA BOARD a CHECKED BY: LZ
1 ~ AMA PERMIT ~ CONTENT. C
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DVIEW: 90 DEGREE

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80LT WALER TO STR~N GENERAL NOTES °
CKING 1. CONSTRUCTION LAYWT SHALL 8E BY THE CONTRACTOR
18°°0" ROADWAY TIMBER WALER - SEE St43 DANMB SN MEAN SEA LEVEE {M LLB=EO.~) ~~~SHEO ON SITE.
El. ~ SEE 5109
9~-~~ 9 2" BIT. CONC. 6,_Q„ .~6. ~~_g^ 6'-0" ON 6" ABC
2. ~ iFIESPLAN5.~N0E1kEVER, THE MIfORMATION~ OWN ISBAPPROXIMATE
i ~ AND NO GUARANTEE ~S MADE AS TO ITS COMPLETENESS aR ACCURACY. zo
a 2'-g" 4'-9" 3'-9" 3'-9' 3'-9' 3'~9" 4'-9" 2•-9~ • o ~y.~. ~ THE CANTRACTOR SHAD. NO11fY THE REPRESENTATIVES OF ALL o ~
UTILITIES PRIOR TO STARTING Po EXCAVATE AS REQUIRED SY
y NORTM CAROItNA GENERAL STAtUE CHAPTER 87-102. = W
~ ~OZ COMPACTED BAgCFill
v~ s ~ t ti.#~7 ~ ~ IN 8" LAYERS TO 957. i1M8ER PILE CAP 3. DESIGN LIVE LOADS: HS 20 TO MEET NORTH CAROLINA LEGAI LOADS. ~ ~
S~~ I ~ ~ I c s~ a w I ~'L~`=`j 1 (~'p ~ )ENSiTY O O.I.C. ' BQLT -WATER TO PILE BRIOGE: ~IGHt LIMITS: o
~2~ ~ w~ T \ I 1 0 ~ ~ I i SHOULDER~L ~ ~ m•~ ` SHE£T PILES WASHED FlLTER TAtJ0E6i AXLE YlT. 79,000 LB EACH X 2 =38,000 L8 - PROVIDE OGEE WA51'tERS ~ ASE 20~~ ~
/ a j ~ ~ptS~pER I } i ' r T \ F,p~ SEE 5104 STONE (~57) ~ '-0 '-0 O ANCHOR RODS GROSS WT. PER N.C. LEGAL LOAD TABLE
EL -SEE S109 4. PILfS: UP TO SQ,000 LB - TIMBER PILES "GLASS 8" SIGN CAPACITY: =20 TONS WITH 24' MIN.
3~ ~ \ T / f ~ s EL. VARIES ~ FILTER FABRIC I ~ ` ANCHOR ROD EMBEDMENT. JET PILES TO WITHIN 3' OF EMBWMENT DEPfH. DRIVE
~O• ' ( ~ o I ~ ~ 5109 FROM TAP TO ~ FpR ~ CAl10NS
a ~ S104 ~ k 5110 7'-0' OW ~ ~ SEE GEOTECHNICAL REPORMT FOR AD01710NAL1NORIVIN~REQUR E E TSS
g` v r ~ GRAOE tip ~ ~pYER FlLTER FABRIC C
O• a _ a TdcG SHEET PILE ILE -SEE 5103 5. TIMBER CATWALK/FLUNG MATEREAL: o CAP: N0. 1-DENSE, SD-19 S.Y. PINE, S2E OR ROUGH, PRESSURE
TREg7Ep TO 2.5 lB/CF PER AWPA CZ/C9, C14, do UC5.
- - - - O
.104 SECTION 57RINGERS: SELECT STRUCTURAL ~-19 S.Y. PINE. S4S/S2E, PRESSURE yam: ~~2. _ ~,_Q. 1ftEATED TO 2.5 LB/CF PER AWPA C2/C9, C14, do UCS.
(NOTE: NOTgi BOTTOMS AT BEARING ON CAP AS . j~ ~ J~,IL 'y 1dUln
CONT. ~ ~ CHIT. SCALE: 1/2 ' ~ gLER -SEE 5104 REQUiREO FaR SiR~NGER TO HAVE SAME DEPTHS) II
pEgCiNG, POSTS do RNUNG: NO. 7-QENSE KO-79 S.Y. PINE, S4$, u , „
SHEET PILES ~ i j i ~ ~~-NOTE: PRESSUR)E iREATEO NATH 25 l8/CF ~I > ~J
- SE£ 5143 i ~ t ~ X5103 SH NONMAFUR OT
S~~ ~ PER AWF'A C2/C9./~4P& UCSAILING) ~~i;;~~iv ur
Si~03 i~ t( CL~gRITY -SEE S105 T1M8ER RAIL Wj RAIL Wj (2) S107 :;nASTAI MANAGFMEN
L. DECKING - CARRIAGE BOLTS GE BOLTS PIUN6: "(XASS B" GREENHEART PILES MATH i2 MIN. BUTT, SELECT
SEE 5103 (C.S. OUi'SIDE FO - - - - - - - STRINGERS do WASHERS) UTSIDE FOR NUTS GRADE. SHEET PILING: NO. 1, SO-19 S.Y. PINE PRESSURE TREATED TO
HERS) 25 lB/CF WET RETENTION PER AWPA C2 de C8.
- SEE S103 TIMBER POS URB nMBER CElR6 SCUP S101 PARTIAL PLAN - END ABUTMENT IMBER POSTS fi. ALL HARDWARE AND NA1LS SHALL BE HOT OIP GALVANIZED. UNLESS
NOTED OTHERMASE, USE CUT WASHERS UNDER ALL BOLT HEADS AND NUTS.
JRB SCUPPER BLOCK NNL SIZES ANO NUMBER ARE NOT SHOWN. USE ACCORDING TO GOOD
CARPENif2Y PRACTICE AND TABLE 2304.9.1, N.G STATE BUILdING COOS, O
LATEST EDIT10P7.
7. DRILL UNDER512ED HOLES FOR NAILS IN SMALL MEMBERS AS
NECESSARY TO PREVENT SPLtT71NG.
SCALE: 1 /4" 1'-0" g, USE p0U8LE HOT GIPPED ZINC CRATED N/ULS ANO SPIKES FOR PRES5t1RE
TREATED LUMBER.
21'-0' OUT TO OUT ~ 9. CWNTER-SINK NUT /BOLT END WHERE EXPOSED.
19•_4• wNG WALL ~ 10. DRIVE DRIFT PINS IN HOLES t/8' SMALLER THAN 90LT.
WHIG W~- g'-0' 18'-~~ CLEAR ROADWAY 6~-~~ • it. PRE-DRILL HOLES FOR LAG BOLTS SAME SIZE AS BOLT THREAD
ROOT SECTION. ~
I ~ S110 ~ ~
S105 SECTION CO
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OVERALL PLAN v r ~
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TREATED
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S1iEET PILE SCALE: 1/2" 1'-0" ~
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HEp. HANG WALL /ROADWAY
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PVI p.EV 12.14 PW ELEV 9.9 Z
130'-0" OUT. ABUTMENT ~ z W p f-
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SEE 5105
Q7~ e~~, / ~ ~ ~ ~ PROJECT N0:
STRINGER ROUGH DIM. ~ ~ ~ ' 'P/E`~S Sl Q3 DATE: 06/2/06
. ~ ~ SURVEYED BY:
FIELp SHIM AS NECESSARY FQR EWAL I ~ ORIfT BOLT A EA. ~7 DRAWN BY: 5. BAKER
BEARING W/ ~+~RS OF 30 l8 BLDG. FELT / ~ ~ CHECKED BY:
~ ~3~,~CS~OZ O APPROVED BY:
APPROX. EX1S?. GRADE VARIES . ' TIMBER PILE CAP
SCALE: NTS
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PROVIDE TWO t:trvicM or% 1o
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CAP C~ONANEC ~W/ (1)~THRU BOLTE& 3-0": S109 OVERALL PLAN SHEET OF
(5) "'CLASS B" TIMBER PILES SCALE: 1 CP=7 B
WASHERS
S103 SECTION THRU BRIDGE BENT
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PROJECT NO: CE -335
DATE: 07/07/06
SURVEYED BY:
DRAWN BY: J. FUTRELL
CHECKED BY:
APPROVED BY:
SCALE: AS SHOWN
DRAWING NO.:
SHEET 1 OF 1
CP -81 001

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W fS 1 t - - { ~C - ' ,1: :r . :k TEMPORARY SEDIMENT TRAPS ~
- . a , ~ - sTORAC~ WEIR
0:~ r ,4: p~ ~j i t ~ ~l - ~ . r:' R LENGTH= WDTH= _ NL ~PTH LENGTH nn
- 6 .,,..•M- ~ 1 f -i r r V ~ ~ ~
! ~ `~s Qom. t ~ ~ f ,4,,...-~'. ~ 3 ~ ; 2 f ~ ~ ' ~ 40 3.0' 4 . j • ~ 80'
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`h ti ~ C r Y `F ~ 1 " ' ~ X04 4 ~ :n : N'etlond Lrne = iEASIJR£D AT THE t~TTOM OF THE TRAP M > ,r,
- UND ~ BOGUS SO Q • iC N
~ ~ ~ i ~ s ~ m
~ - • TEMPORARY SEDIMENT BASINS ~
w ! it ~ ! ( a - W w ° ' su
_ ~ ~ ~ • • STORAGE BARBELL R~ _ ~ N ' • NUh6ER LENGTH= WIDTH= DiAirETER . DEPTH DIAMETER m
E ` ~ , ` . ~ ~ „ :
' W~ i ~ • I - h4." - ~ • 1 100' 44' 4.0' 15' 24 ' r t ~tr ~n
~ I v, ! 1 ~ ~ ~ ~ _ ` V i ~ S _ ~ P0I1 d r' • ~ ' f r ~ 1 f20 60 4.0 f TES
_ _ .r EROSION CONTROL NO g6' 43' 4A` 15" 24" i`~}
PERFORMED I~ ACCORDANCE WITH THE ,t t;Q TION ACTMTIES WILL BE ` t. ALL (X]NSTRUC COOL ACT OF 1973. 4 90' 45' 4.0` 15" 24
. r J ~ 4 ' F„ eflan a ,1 SEDIdENTATION POLLUTION OO Ln
s• et ' - ; . 1 . sFP' V i - . y • PLAKNED MID CON~UCTEO SO AS TO 84' 42` 4.0' 15" 24 ~ ACTtYffES ARE TO BE 11,E 2. ALL LAND gSTt>RBNG FOR THE SHORTEST POSSIBLE TIME,
1 ~ t. i x ' - ~ / } i BARE EARTH T 4,p+ 15" 24" Ln (tj ' . i ~ LYT EXPOSURE OF b 82 41
i F y f ~ 1 :r~ . Y` AND E$TIIBLISFAAENT OF N BY THE PI.ANTNG ' 3. ALL DISTURBED AREAS SWILL BE STABLRED ' . OM OF TFE TRAP
_ 1 r. PERMANENT AND IANFORM GROUND COVER. MEASURED AT THE BOTT ~ W/ NET LIED EMERGENCY SPILLWAY ~ N r. • ~ STRAW U
~ - , _ f 4. TEMPORARY CONSTRIiCTION STAGIIG AREAS SHALL NAVE ADEQUATE (y,) AND G.
v ~ ~ TO PREVENT OFF SITE SED~ENTATgN, Z EROSION CONTROL IEASUtES NSTALIm TURAL STATE IRON ,1, ~ BACK TO ITS NA~~' Y TO BRWG THE SITE W
. 1 ¢ ~ ,`.yt sHALI ~ sso~ As NECESSAR EROSION CONTROL CONSTRUCTION SEQUENCE „ t~3 . ~ THE PROJECT. Q
? ~ - ' .~reacfnde' . ~ - ` ~ '~C t~ PLAN APPROVAL. RACTOR HELENS THAT ADDtT10NAl MEAS1lRES ARE (€CESSI~Y TO 1. OBTA,tN AND POST COPY OF CERTIFICATE Of EROSION CONTROL
's, , I D CONT 5' SNOUL AS NECESSARY TO PREVENT SII.TATK)N d.` N ADEQUATELY PREVENT EROSKIN, TAKE IEASt1RE5 AS INDK:ATED
i h ~f ` 1 WATER COIktSES. 2. CLEAR St't'E ONLY AS NECESSARY To WSTALL L CONTROL DEVK~ES J W ~ of NEARBY
' - y 5 ~ 1 t ~ . - t ~TURgEp ON TIf DRAWMtGS. INSTALL. TEMPORARY EROSOPI CONTROL DEVICES AS SHOWN T~ 0 cU 6. HMiTAIN EROSION CONTROL DEVICES DUiBFIG CONSTRUCTION tINTE. ~ O
1 t ! ~ ~ , s. tZED AND Tiff AGENCY MANTIC TA1RlSfllCTION HAS APPROVED ON PLANS. AREAS ARE STABLE ROL DEVICES.
~ - -iB. 4 REMOVAL OF THE EROSION CONT~j ~SPECTION PRIOR TO COMIENCLNiG HAN q~NISTR1tC'~ Q ~ TO ENSURE 3. tE?TFY NCDE1Wt FOR SITE
~ - , ~ , DRMIAGE PATTERNS, AS PRACTICABLE. ~ W 7• ~ O~NAI'TEIPORARY t0 THE AREAS THAT THEY WERE `
- - ~ THAT TEi~RARY DEY1rvES ARE PROYDNG TREATMENT S Z DRAYAGE PATTERNS NEED TO BE HOOFED, LOCATE !EW DEVICE VED BEGN O~ OPERATIONS. DESf(WED FOR. SEGMENT ~ P~V~ EROSION. COORDNATE NEW 4. ONCE EROSION CONTROL DEVICES ARE APPRO ,
- 5 b ~ "i t ~ ~ ~ r AS APPROPRIATE TO COLLECT PERFORM CONSTRUCTION IN EXPOSED AREAS AS SEQIENCED IJ EROSKfN CONTROL PLAN.
! DEVICE LOCATKNIS WITH AGENCY. 5.
~ ~ ` ti }h HAfNTAIN EROSION CONTROL DEVDES AS NECESSARY DUf~IG SITE DL:YELO~ENT
' , 1 4~ „ • >F - ...r. F MAINTENANCE NOTES UTNTY MPROYEHI]iTS AND ROAD CONISTRUCTWN, ASPECT DEVU;ES AFTER EVERY
,o{ ~ ~ ° • 1 is ~ i;~ , - REQI~D RAINFALL EVENT AtO CLEANOIlT TRAPS AND/OR CtfCK DAMS WHEN HALF FULL• 1. INSPECT EROSION CONTROL DEVICES AFTER EACH RA~ALL. HAKE
t,I IMMEDIATELY, REMOVE SEpIE1+iT DEPOSCtS WHEN DEPOSITS REArSi & ~ REPAIRS F ~ CAPACITY OF THE EROSION CONTROL DEVICE. AS CONSTRUCTpN PROGYtESSES NSTALI ADDRIONAL EROSION CONTROL DEVKES A~ROXMrIATELY ONE-HJJ-F O
' ~ Pond ~ € • M+D~ATED ON THE ORAWNGS, CALLED FOR IN SPEf3FICATbNS, OR AS DEEMED NMCESSAitY
~ ; • SEOI~ENTS ON THE PROTECT SITE N A MANNER THAT Z 2. RESPREAD ACClBAAATED FAL3LiTES AND PE~dMENT BY V15UAL':. OBSERVATION.
f ~ . ~ ~ ~ WE•L NOT ADVERSELY AFFECT EROSION CONTROL 7• • GROl~O COVER. AREAS WiTHI~! FIFTEEN S15) WORKNG DAYS U o SEED AND MULCH DENUDED ~ r a
ROUTES SHALL $E WETTED TO LM/T W1rD EROSIOW MID DUST. A UPON COMPLETION OF ANY PHASE OF CONSTRUCT~Fi. ~
~ w ~ ~ ~ 'E 3. CONSTRUCTION MAUI- MILL NOT PROC®N AN AIffA WITTW • B. WHEN WORT( " J
RK: DECOMPOSE OR BECOME !EFFECTIVE FRAME. ~ N ~ • 4. SI.T FENiCE~ SNiOULD TFE FiTER FAB Tiff ABOVE TIE 0 FAI~C III+EDIATELY. _ ~ ~ ~ to
_ u BEFORE TIME FOR REMOVAL, REPLACE 8 • S. APPROVAL ~ ~ . WHEN R REACHES fi MiCFE REQUEST AN l~PECTK~E BY THE NCDENIt.UPON V
, ~ I a ~ . 4 , _ . AFTER SITE IS STABA.QED, ~ p N S N A CONDITION STABLIIATION REMOVE TEMPORARY EROSION Cd~lTl?OL DEVICES, DRESS U
_ _ , I . ~ , - , 5. TEMPORARY CONSTRUCTpN ENTRANICE~ MAINTAN ENTRANKX: - Y• OF ATE z RI6HTS-OF WA CON'T'ROL DEVCES SHALL BE Q Z N THAT WIl PREVENT TRACKING OR FLOW OF MUD ONTO STREET AREA AHD SEED AND 1MlJl.CH. P17thUV~iT EROSION
• ~ ' ; . r _ + }I , OF STONE, AS CANDITIONS rn O TIMS HAY REQUIRE PERfODIC TOP DING WITH 2 NCHES ~ REMOVED STALLED. U cA
ANY SE~ENI' THAT IS TRACKED INTO STREET SHALL U FEQIJEE. REMOVE - ~ to IMEDIATEtY• SEEDING SCHEDULE IlC ~ ~
E . ~ ,i f ti e .v.. - a~ Z
• z . s ~ • S r Y SEEDING U O END t~ LEG
- • ~ A ,w, ,p y'. - , , . , e~ raTiON RATE Q~IE I7PE Q ~
_ e . I I ~ ` `'r»' ' 1- ,15 a (graua 12O Ds./aae Q - - _ LOOS'iMrG CONTOUR ~ ~ m ~
'v ~ - ,A ~ , Kobe bipedezo 5O Es.laae
~ W , E - Gerrnan I~Yet 40 ~s.laxe ,l FI+I~ED GRAD Apt. t5 Aug. 15
z,; ~ ~ : am) t20 ~s.lacre Aug. tri - Dsc.1 ~ (gr .
E ' ~F. . - . j, I ~ ~ 3000 1bsJacre
- r . , < _ - _ TEMPORARY OIVERSKfN DiTCN Ltme ~-10-10 B00 lba.lacre FertlAZer
• Straw 4000 1be./a~e Mtdch
W . ~ LEVEL SPREADER = On?it Kobe lespedeza when duration of ten~porory coaer ~ not to
. _ . . ~ , ,83_ . } ' extend beyond time.
~ ~ wetlands. f - . TEMPORARY S1D~ENIT TRAP Pte' SEED~G PROTECT N0~ 2984-A
a . t' t . • • ~ J.~ y
t/ , 1! m W r J . ~ 0 ' ~ BASIL IYP.~ R~~ DATE: APRIL 12, 2006 ~ TEMPORARY ~ QbIE eF M11ar.1- Nov. 30 Berms ~ ~ ~e ESIGN BYE
D
/r, + ~ f . 1 PROP0~0 GRASS SWALE - eb. 28 Add a 6rdn 4a ~s./oae DRAWN BY: THB & TK Dec.1 F Ry
~ , ~ t ~ ~ E CHECKED BY~ WBJ
301 >be.laate CLEAIiMIG LIMITS LM^10 APPROVED BY~ Wf~J
~,r, _ ~ 3 1 ~ _ 1"-i50' Fer~ter 10-~-~ 100<1 ~•/aae SCALE
- f-. 3I.T FENCE DRAWING NO.~ XXXXX
_ ~ r ' Straw 4000 tbs./aaa Minh r---~ SHEET 2 OF 4
77 SANDERS t;Kttr% LLB_j WLTRATION BASIN
f 1. ConsLdt Coroervot'wn Engineer or sodConservation service for additional = other alternatives for vegetotion of denuded areas. The
(SA oRw . a r • , 150 300 450 btforrratior? concarreng 150 75 0 above vegetation rates are those wtdch do welt under local cti s+ other EC-2
r r rate combinations ore posstft. sung
SCALE 1"-150'

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~ ~ ~ ~ ~ ~ , c!?er 7.~'7s5 is est~6i 5k°C, ~'~~t+'~.C:4Py C~CCx Sr9'B~ C^Cd~C Rl,f„r v ,p. r 'I .tirre~~p A J n".C ,z n, , ; _ e SWTC cJtkt
~ ,(u~ i i a- i ar, c,~_ sross«,gs 9tsrk sla ~:I; : everce of p ~t~~f oo'es. t o"~:r.~~~ 5e:me~ a~c~^~~rc'-:^: ^tir.am ie ~ . ,:,dco~:,;ng
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1 i A iIENGTH VAl3iES? ~
_ ~ rl ' 1 ? ~ _ i l - . ~ . , , Pr 3 oposed Swale
a ~ ' 1 ~ { ~ ~ ~ ; , ~~;~x
Wetl~rnds , ~ t` 1 , ~ ~ ll ~ . : r~ ,1, to Swiie Drainage Ater 3 ( ~
. ~ ~ ~ 1 - '-.f 4. t ~ , f 8 Proposes' lnfirtratfo~ 8ssr»s ~ r r ~ fls/ SLUFF > ~
1 ~ ~ ~ 1 . ~ ~ t t FGOw--~- _ ~ _ -
" f ~ . fl P~?OJECT ~0~ 2984-A
' ~ f ` ' ~ PATE: JUNE 2~~6
f ' , t ~~sac~ wea
.4 j
~
" t00' MIN, ~#~E~KtO ~Y° 1N8~1
~ ACS:]C41'A\t~n. nv. sirCri
SANDERS CREEK TYPICAL SWALE PLAN F"W I- VNV V r -U v 1 • R UAJ
SCALE, . v-i5o,
' (SA ORW) 10 150 75 0 150 340 450 DRA NG NO.: XXi€xX
SD- NOT TO SCALE SHEET
SCALE 1"•150'
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Property Ling
"r!•' i , f , i L ~ e ~ 4 ~ < ~r• total Deveia went Area
~ Pond ~ r P ti f; 1 - pC ~ ' F
side t~RW Litre ~ ~ ~ Davefapme~tArea Jn ~ ~ I
i / , ,
~ ~ / rvious Area f ~ 2 250 s, f. YeBted imps ~
/ ; , t~ 1 - ' ~ .~e` .
3 400 s. f. Vested tmpervrous Area J , ~ R
//1/~.~' ~ -1 ~ ` ~ - ~-i ~ `fit ~,.~i ervious Area ~ 1, 250 s. t Vested Imp
P~ C~ ~
00 s. t Vested impervious Area ~ ~i
. ~ ~
00 s.1. Vested tmpervlrt,vs Araa ~ ~ 2, 5 ~
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~ t y ~d' 3> 800 s. f. Vested impervious 4rea
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~ ~ • • • > ~ I • : '?~`R~°1 SUCCESSORS AND ASSIGNS.
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. • ~ ACr to _ f Note 1 B ~-4 THE SURVEY AND THAT ALL EASEMENTS, COVENANTS ANp RESTRlCT1ONS REFERENCED 1N SAID TITLE ~ • COMMITMENT ARE F,ASEMEwTS OF WHICk! THE UNDERSIGNED HAS SEEN ADYtS£D OR HAS KNOWLEDGE.
k ~ y WAVE BEEN PLOTTED HEREON OR OTHERWISE NOTED n~ TO THEIR EFFECT ON THE PREMISES. ry 3. EXCEPT AS SHOWN, THERE b.RE NO CNCROACwMENTS ONTO ADJOINING PREMISES STREETS OR
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n ~ "l ~ C3 335.00' 60.19' 80.00' N 2147'30" W 13'42'55" NAME: JACK P. HUDDLE P.L.S. (SURVEYOP) ~ Q I^ C4 335.00' 80.19' 80.00' N 41' 25 W 13'42'55" ~
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0 C10 335.00' 33.97' 33.95' _ _ S 60'09'14" W 05'48'35 JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT UNDER THE PRESQJT LAW AND C11 20.00 31.32' 28.21' S 715353 E 89'42'42' REGULATIONS AS DETERMINED B" THE UNDEF.SiG,ti'ED ON THIS OATS. UNLESS THERE IS A CHANGE !N
j 9K X23, P Ci2 525.00' 14.35' 14.35' N 3549'32' W 01'34'00' THE NW OR OUP PUBLISHED REGULATIONS, i}i'S DETERMINATION OF SECTION 404 JURISOiCTION MAY -
- - _ _ _ _ - ~ _ rA ICE: M 9 s20 " x rD s c C13 285.W' 19.35' 19.35' S 32'39'48' E 03'53'28' BE REUFD UPON FOR A PERIOD NOT TO EXf.'EEC IVE YEARS FROM THIS DATE. 1HIS DETERMINATION W CI4 135.00' 110.48' 7 10.36' S 61'33'19' W 06'36'45 WAS MADE UTILIDNG THE 7987 CORPS tiF ENGINEERS WETLANDS DELINEATION MANUAL.
961 ' ~ ' ~ ' - I 6p4000 ~ C7s 735.00 16x.35' 1ss.DD' s 7720'44' w 12'58'0.5' z C i 6 735.00' t 66.35' 166.00 S 85' 18'48' W 1 Y58'05"
5 ~ ~.y I n C7l 735.00' 166.35' 166.00' N Si'434Y W t758'O5" NAME:
1 / ~ ~ C18 735.00' 1fi6.35' 166.00' N 68'43'03° W 12'58'05' - Ct9 735.00' tfi6.35' 166.00' N 55'48'58 W 12'5865" TITLE:
n~ O I CZO 735.00' 56x.35' t66.~' N 4748'53' W 1758'05" C21 735.OD' 166.35' 166.00' N2550'49"W 12'5805 DATE:
Mh ' ~ O: n" 4 i - , C24 310.00' 162.92' 161.05' N 0729'13" E 30'06'M~
~ ry ~ I. - C25 370.40' 282.1 272.53' S 08'31'5$' E 5709'0 + d C26 500.fl0' 58.50' 58.46' N 31'15"2fi" W 0542'11 2r
C27 500.00' 206,88' 205.41' N 16'03'09" W 2542 24 H css 230.00 156.58' 153.57 S 23'42'08 E 39'00'21 STATE OF NORTH CAROLINA t
- P •1 - C29 230.fl0' 225.78' 216.$2 S 71'f9'36 E 56'14'36" CARTERET COUNTY I
~ ~v~ G ~ ` - C30 350.04 668.85' 546.46 N 60'56'39 W 123'37'10" C31 310.00' 82.32' 82.08' S 06'44'32' E 15'12'56° 1 ,PACK P. HUDDLE, CERTIFY THAT THIS MAP WA$ DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
~ ~ .o• ~ C32 310.00' 45.82' 45,77' S 78'35'02 E 08'28'04' SURVEY MADE UNDER MY SUPERYISK)N. THE RAT10 OF PRECISfON AS CALCULATED BY COORDINATES C33 255.00' 77.3?' 77.02' S 26'S6'Ofi F 1122'22' IS 1:10DOG, THOSE BOUNDARIES NOT SURVEYED ARE SHOWN TwA7 THIS MAP WAS PREPARED IN fQ'
O C34 25.00' 22.07' 21.3x' N 06'04'18° W 50'34'26' ACCORDANCE Wf(H G.S. 47-34 AS AMENDI~D. WITNESS MY ORIGINAL SIGNA1t1RE REGISTRATION V
~ I £ a ~ 1 ~ - ~ NUMBER AND SEAL THIS 29TH DAY GF ~ ~ ( ) (DEC),2065. - , i T
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q~_ _ ~ ~ ' +'4 ° ~ • • >.S~tis a .Q LINE BEARING DISTANCE L1 S 33'40'52' W 15.64'
h ~ 1 t Jock P. P w O E2 S 4'23'45" W 19.02' ddle LS ~.•177~
_ ~ ~ . . / L3 S 08'43'27" W 27.25' i La s 55as'36° w t3-sa' ; '.9 OQ,r
I - 4'~4 ~ v v .v ati0 C5 S 31'17'40" w 20.26' - (1772] , .ti S~~~ C6 S 85'19'30" W 13.14' Reglstraiian Number ~r7C +~+N.,•~•+•" yeti I.L
Jxr 'aT 1}w .~'aYZi. ro I • ^ C~ ~.EGEND. ~ } L7 s DTis'75 w ta.zD' a' t!i},E~
- U L8 5 51'43'07' W 19.34' :7t 114• L9 s iTST3z` w 12.2r
~ A0Z u4 N 85'13'05° w 26.x7' G CONCRETE MONUMENT o 2` ~ Ltt N 15'is'a3" w 5.41' 3 4 0 Z
L12 N 36'59'40" W 5.63' W
L13 N 70'15'57" E x.36' ~ LIGHT POLE L74 N 0701'39' W 5.75' SC A ! q " ~ q ~fl'
L15 S 48'16' IRE J t1LG t I U O 2s w 6.44' IRON ROD FOUND Lt6 N 19'10'54° w 6.31' ® (},j
~ Tg ~ pJ N r1?4' Y w i ' L17 S 74'39'23 W 5.93 , Ll$ N tTts'o2" W 38.88' ~ FIRE HYDRANT ~ (a,~
M n ~ R N ca ~A$ o r ~ / n Lf9 N 3P 15'47 W 50.10' Y ~V11I 1~ ~ ,
- I, \ T - - N L20 N 40 43'06" W 34.94 ~ ~ L21 N 02'44'31' W 42-62' - _
i. 1 i ~ - - - ~ ~ ~ ~ ^ - E22 N 7s'sT2o E 34x7' ~ GUY POLE E I - L23 N 31'09'13' W 32.26 ~ ] I
: - wv 1 f tea N trt4'ts° w 1o.T2 WATER VALVE ti ! U
3 f ~ ~a ~ - L25 N 14'59'34' W 20.$2' ~ ~ I 1 ~ L26 N 3133'20" W 77.57' ~ II ~ ~
- ~ - "0 • ' . i 6125` 's~*P'~ o A ~ ~ o L27 N so'3s•2o" w 2o.s$' ~ CABLE ~ 1 1 C28 N 74'O1'1J E 50.00' 11 ~ 1 I~ 2
t `'~~Y )g ~?063 l' ~ : 'r b o u, • - . s L29 S 15'47'42" X GUY WIRE ~ 1 4 E 50.00' ~ ~ r~/ _ L30 S 74'01'13' W 50.0(1' ~ I~ ~.-~,.r- ~ ~ f
Z it c._ ^ ^'o ~ L - '3. ~ . _ - ~ ~ ~ , o~ - s. TOTAL l TOTAL k.31 N 15'47"42° W 50.00' 1~ AREA' ~ PowER PaLE I~s PRO,~a~cr NO:
L32 N 74'01'13° E 25.00' ~ t i ; ~Y~- r ~ i L33 S 1~ 47 42' E 25.00' y r'y ~i~ ' DATE: ~ t l5 z o~ ~ ~ /
1 ~ NiB'12' E ~ ~ySD.: . m / 193 ACF z ~ N os~,.x.T~. X14 ~ a n. ~-g6., F: - • 2 ' NaTE. ~ ~ ,Q y - 193 ACRES ar 8,409,788 SF ~ PNONE PEDESTAL. t r ' / ~ L34 S 74'01'13 W 25.00' 3
_ ~ m ~ : ~ ~ ~ ti : ; FoR A~ 1. AS RECORDED PER MAP BOOK 3O, PG 749 ' r ~ ~ / a ~ • ~ • • • # - a ' ~ ~ ' • FOR ALL 5 TRACTS 1n35 N 754742 w 25.00' / SURVEYED BY: B. HARRELL t3s N 69'1558' W zz.or IPS IRON PIPE SET 1 r DRAWN 8Y: R
2. THIS SURVEY IS A COMBINATION OF FNE PARCELS OF LAND, ~ • •r' . ry ~ ! ~ \ . • ~ ~ • ~ ~ 137 N 69'57'22' W 4.17' ~1 i~ (1 S. ~I: t ''a ~ ~i SINGLETON TRACT R W RI HT OF r GHEGKED BY: J. HUDDLE
a) HVMP LLC TRACT D800K 823 DPAGE 620 t Z ~ • ' 81.45 At / G WAY , , ~ 'x ~ '7'' ' 81.45 ACRES or 3,547 761.32 ~ ~ 'SI if~~
b} FOWLER TRACT DBOOK 638 DPAGE 180 ,r., ~ ~ FowE F~ ' 1, ~ ~ ~"""t , APPROVED 8Y: d. HUDDLE WETLANDS
FoWI FR TRA!`T tW/n RI ANITATifTNI RY 1'idF aevl ~ ,E 't. I _ ci11~N~ II Cf'al ir• t" - ~ ~n'
TRACT 1 - MAP BK 24, PG 80 94.82 A€ 94.82 ACRES or 4,130,448.53 _ TM _ OLD PROPERTY LINE
TRACT 2A-2D - DEED BK 1023, PG 215 fl z DRAWING NO.: LOT LINES
TRACT 3-4 - DEED BK 638, PG 180 z S r , f---F SHEET 1 OF 1 3 1 , ~
3. ELECTRIC OVERHEAD EASEMENT, DEED BK. 699, PG. 415, IS NOT SHOWN ON - UTILITY ESMT a ~
MAP. ALL ELECTRIC IS NOW LOCATED UNDERGROUND. WATER LINE d { 1 {
4. SANDER'S CREEK IS WESTERN BOUNDARY OF ENTIRE PROPERTY. 001

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~.a ,,.w%, 04...~. Y.~.. ..yt~r. .~g .o,~a 1 JACK P. HUDDLE, CERTIFY T}fAT ThIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL z SURVEY MADE UNDER MY SUPERVISION. THE RATIO OF PRECISION AS CALCULATED BY COORDINATES
. xay .1, ~~3.5 ~ IS 1:10000, THOSE BOUNDARIES NC" SURVEYED ARE SttOWN THAT THIS MAP V[9$± PREPARED IN
ACCORDANCE WIl'H G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATI~RR ,13E61ST1~ADOF1, NUb18ER AND SEAL THIS ( )DAY OF( ),2006. oa'r~ ~E ~ ~``°>;'~f ~~°o
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Ate. PROJECT NO:
.......:~a,........'ti. DATE: 07/24/06

SURVEYED BY: J. WHEALTON DRAWN BY: S. BAKER

, CHECKED BY: J. HUDDLE
APPROVED BY: J. HUDDLE
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1 JACK P. HUDDLE, CERTIFY THAT TH€S MAP WA5 DRAWN UNDER MY SUPERVISION BYOCOORDINAT S SURVEY MADE UNDER MY SUPERVISION. THE RATfO OF PRECISION A5 ICAIC~Up WTEA~ PREPARED IN
iS 1:10000, THOSE BOUNDARIES NOT SURVEYED ARE SHE ORIGINA S4GNATURE, REGISTRATION • ~ • • ' ~ ' ~ p RDANCE WITH G.S. 47-30 AS AMENDED. WITNESS L~QL~ WETI_!'",NDS ACCO , .
NUMBER AND SEAL THIS ( )DAY OF( },2006. ' ~ _
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~ SURVEYED BY: ,f. WHEALTON
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x ``j9 ' ~ DATE: 07~24~06 IM .r:, a
LEGEND: STATE OF NORTH CAROIJNA ..A~~ < . . ~ ~,n< .SURVEYED BY: J. WHERLTON
CARTERET COUNIY \ 8 ~ f ~ t3 ~s M~. 1. sq. . ; L432 L43M1 ~ . ~ ~ DRAWN BY: S. BAKER
I JACK P. HUDDLE, CERTIFY THAT THIS MAP WAS DRAWN UNDER NiY SUP RVI FROM ANA I' ' ' ' E sloN cTUaL 404 WETLANDS SURVEY MADE UNLIER MY SUPERVISION. THE RATIO OF PRECISION AS CALCULATED $Y COORDINATES c ~ 'r n . . ~ ~ X36 ° 1363 L362 ~6J' . . ~ . ~ U ~ ~ CHECKED BY. C, HUDDLE 6, ~ ?9 ~
IS 1:10000, THO5E BOUNDARIES NOT SURVEYED ARE SHOWN THAT THt5 MAP WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENpED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION ~ ~a R . ~~A - . . ARPROVED BY: C. HUDDLE
NUMBER AND SEAL THIS ( )DAY OF( ),2006. a~'`~~~~ntpp/,~ - - COASTAL WETLANDS 'r ~ SCALE: 1:1 DD
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SHEET 3 OF 5
_ - - MHW MEAN HIGH WATER Jack P. Hudd e PLS SEAL
L-1772 - (L7~
Registration Number 003
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' ~ STATE OF NORTH CAROLINA ~ ~ ~ CARTERET COUNTY ~
O i JACK P. HUDDLE, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISIO ~ L NfRO
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ACCORDANCE WITH G.S. b7-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATU Fga'R N
~•1 . NUMBER AND SEAL THIS { )DAY OF( ,2006. v~ ~ w .a~ao ` arle•rap4.rr ~~~~~0
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PROJECT NO:
DATE: 07/24/06
LEGEND: SURVEYED BY: J. WliEALTON
- DRAWN BY; S. BAKER
404 WETLANDS c i NECKED BY: C. HUDDLE
I I l~ ~ _ APPROVED BY: c. HUDDLE
COASTAL WETLANDS SCALE 1: 100
DRAWING NO.:
SHEET 4 OF 5
- (MHW) MEAN HIGH WATER
I 004

w
LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE q
L1 S 74'12'18" W 17.56' L114 S 71'26'39" W ~ LINE BEARING 20.33 L227 N 11 02 46 E 28,62 DISTANCE LINE BEARING
L2 N 84'32'18" W 69.56` L115 N 33'07'22" W ' L3D3 N 80'11'00" W „ 7.90 L228 N 75'37'28" E 29.12' 23.87 L416 5 08 20 21 E JG n°". DISTANCE LINE BEARING DISTANCE LIN a
L3 N 22'09'08" W 80.08' L116 N 62'50'58" W L304 N 35'11'31" W ~ 3.88 L229 N 09'41'34" E 30.07' 18.57 L417 N 5126 38 E X0'21" E E BEARING DISTANCE LINE BEARING 53.73 L529 N 54'39'37" E 31.60' L642 ~ DISTANCE ~ , „ " S 28 01 11 W 27.63 L755 ~
L4 N 06'42'45" E 51.51' L117 S 42'23'30" W " L305 N 04'01'45" W ~ n 12.27 L230 N 68 23 66 W 43.17' , 17.64 L418 N 58 50 47 E _6 38 E 22.49 L530 N 38' 11 16 E N 13 57 20 W 84.29 ~ 23.99 L643 5 50' 12' 13" W 25.13' L756 Q
L5 N 27'26'19" E 36.09' L1 f8 5 66'18'35" W L306 N 86 42 17 W ~ " 34.14 L231 N 3 i' 12'42" W 45.64' 8.88 L419 N 3726 05 E 10'47" E 26.87' L531 N 58' S 8910 13 E 25.78' ° " 00'47" E 89.87' L644 S 56'22'41" W "
L6 N 72'44'28" W 52.42' L119 N 90'00'00" W L307 S 40 45 00 W ~ " 28.72 L232 N 22'30'29" E 21.02' 11.23 L420 S 0313 30 E ~6 05 E 31.76' L5 ' " 20.54 L757 N 16 48 05 E 18.97' 32 N 151518 E 64.12' L645 5 26'45'16" ~ " ' " W 35.14 L758
L7 S 75"43`17" W 53.60' L120 5 77'00'39" W L308 N 18'58'29" W ~ n 43.38 L233 N 58`47'09" E 9,52' 25.56 L421 S 01 D4 57 W 3 30 E 29.19 L533 N 06'59'24" E N $1 33 19 W 43.02 14.44 L646 N 56'50'06" W 52.07' 7 " 14'57" W 35.26' L534 N 88' ' L 59 N 24 21 15 W 52.65
L8 S 88'09'30" W 21.24' L121 S 80'47'57" W L309 N 83'36'18" W ~ ~ " 34.15 L234 S 76'36'05" E 11,28' 22.16 L422 S 01 35 23 W 50 22 E 12.31 L647 N 34'41'01" W 15'23" W 26.13' L535 5$.24 L760 N 02 07 34 W 34.41'
L9 N 69'2$'57" W 31.73' Li22 S 68'51'15" W L310 S 31'29`46" W n 25.57 L235 5 48'50'55" E 16.70' „ 40,00 L423 S 60 03 34 w N 35 27 13 E 34.02 L648 N 04'47'39" W ~ " X3'34" W 36.43' L536 ' ~ 72.75 L761 N 20 50 34 E 20.66'
L10 5 59'47'17" W 13.78' L123 N 90'00'00" W L311 N 3618 33 W ' " 22.$2 L236 N 73'50'09" E 14.71' 14.55 L424 S 09 47 39 W N 34 21 18 E 44.24 L649 N 60'18'34" E ~ 7'39" W 18.57' L537 ~ 31.06 L762 N 38 58 45 E 52.67'
L11 N 41'34'26" W 33.57' L124 N 12'16'12" E L312 S 70'18'21" W ~ „ 12.75' L237 N 72' 12'27" E 8.28, 28.85 L425 S 56 31 05 W N 321018 E 26.84 L650 N 21'57'59° W ~ 1'05" W _ 27.56' L538 ~ 15.39 L763 N 2T30'25" E 57.41' Z
L12 S 55'40'29" W 28.93' L125 N 14'32'26" L313 5 27'07'40" W ~ " W 15.11' L238 N 23'02'53" E 38,35' 32.12 L426 S 60 28 40 W N 07 03 55 E 43.81 L651 S 64'38'32" W ~ ~ " 8'40" W 42.60' L539 33.91 L764 N 25 41 13 E 37.43' O
L13 N 44'0$'46" W 25.24' L126 N 68'12'26" ' L314 S 36'08'15" E ' • , n W 20.43 L239 N 05'30'10" E 40.98' 25.43 L427 N 242815 W N 25'41'30" E 11.14' L652 S 70'30'32" W ~ " c`n 8'15" W 23.41' L540 " 78.47 L765 S $2 24 26 E 35.03, z
L14 N 30'00'40" E 56.83' L127 S 36'32'27" L315 S 41'30'45" W ~ " W 18.21 L240 N 46'33'58" W 12.89` 26.07 L42$ N 41 35 23 W N 29 57 03 W 32.15 L653 S 70'48'07" W > 5'23" W 24.40' 44.48' L766 N 18'08'05" W 31.7 ' ~ w
L15 N 79'31'55" W 155.05' L128 S 00'00'00" L316 S 08'08'31" W ~ n E 16.25 L241 N 46'29'37" W 24.54' 26.22 L429 N 54 24 02 W L541 N 73 57 04 E 19.69 L654 N 75' 1$'07" 2 a W 29.07 L767 N 31'23'09" E 1 ~ ~ 4'02" W 32.97' L542 N 57' " ' ~ " 00.45
L16 5 03'52'04" W 110.57' L329 S 55'13'21" W L3i7 N 81'29'48" W ~ n 17.16' L242 N 82'36'07" W 31.61' 25.50 L430 N 52 26 11 W 44 5 i W 8.07 L655 N 27 03 O1 W 3 ~ " ~ 6'11" W 26.29' L54 3.8~ L768 N 07'31 O6 E 34.85'
L17 S 56'50'08" W 65.05' L130 N 90'00'00" W ' L318 N 13'48'49" W ' . s n 55.90 L243 S 47'36'27" W 28.56' 30.75 L431 S 81 49 43 W 3 N 06'15'12" E 14.35` L656 S 78'09'53° W 9'43" W 3_7.35 L544 100.85 L769 N 05'25'45" W 72.85' °
L18 N 42'15'16" W 25.25' L131 N 86'14'27" W L319 N 25'38'51" E „ 40.62 L244 S 20'35'35" W 12.84' 29.28 L432 N 89 19 31 W „ N 07 39 38 W 26.32 L657 S 70'20'04" W , " , 9 31 W 33.95' L545 N 0 • 16.22 L770 N 04 30 48 W 48.54
L19 S 24'56'44" W 49.98` L132 N 58'38'16" W L320 N 41'56'20" W ~ ^ 41.30 L245 S 36'44'34" W 20.91' , „ 30,80 L433 S D1 0511 W L26 S 35'50'47" W 119.29' L133 N 76'54'59" W L321 N 49 07 15 W ~ „ 3 49 47 W 34.00 L658 S 12'27'33" W ~ 5' 11 " W 24.41' L546 N ~ 35.26 L771 N 32 52 38 W 13.58'
. " 19.71 L246 S 25'20'46" W 53.07' , " 1 .88 L434 S 52 24 43 W i 5 39 37 E 34.15 L659 S 84'30'32" W ~ ° 4'43" W 16.91' L547 N 42.93 L772 N 02 47 17 E 29.85'
L21 N 83 53 05 W 26.08 L134 S 45 OD OD W L322 N 05 32 32 W ~ n 22.12' L247 S 06'19'22" W 31,35' 29.04 L435 N 36 58 33 W L22 S 73'23'46" W 163.13' L135 S 00'00'00" E L323 N 30'03'04" W • " 1439 49 E 36.92 L660 N 52'06'10" W ~ , 6'33" W 11.49' L54 18.25 L773 N 11 11 52 W 51.7 8 N 07'03'01" E 25.80' L661 S $3'31 `52" ~
12.90' L248 S 62'36'26" W 49.gg' 39,96 L436 N 11 33 28 W L23 N 20'36'05" W 74.05' L136 5 36'53'43" W L324 N 86'19'19" W • 3`28" W 24.86' W 23.06 L774 N 76'29'06" E ' L549 N 19'13'30" W 25.79' L662 N 2T 35.40
27.32' L249 N 60'21'54" W 14,40' 17.46 L437 N 25 11 41 W L24 N 15'39'16" E 64.96' Li37 S 72'04'34" W L325 S 39'48'16" W ~ n 3'41" W 17. 20 51 W 24.37' L775 N 63'39'22" E ' 95 L550 N 71'54' 16" W 16.73' L66 23. i 1
40.33 L250 S 19'23'08" W 40.03' 17.05 L43$ N 4611 31 W L25 N $0'46'52" W 39.63' L13$ 5 78'41'42" W L326 N 57'50'53" W ~ " 1'31" W 3 N 61 3918 W 19.40 L77fi N 00'35' " , 23.53 L551 S 58'59'00" W 30.62' " 32 E 113.82
27.63 L251 S 79'39'40" W 39.04' 21.81 L439 N 55 29 42 W L26 S 23'33'08" W 91.21' L139 N 69'20'58" W L327 N 89'16'07" W 1 ~ " L664 N 04 55 58 W 30.65 L777 N 44' " ' 3'42" W 18.62' L552 N 77' ' " 30 45 W 30.11
7.73 L252 S 08'22'11" E 58.86' x•96 L446 N 4413 35 W L27 S 29'37`30" W 62.57' L140 N 31'50'49" W L328 N 59'21'29" W 37 " 06 28 W 20.63 Lfi65 N 3314 38 W ~ 3'35" W 22.30' L553 S 16.28 L778 N 43 02 46 E 43.46' 0813 52 W 13.75 L666 S 65'53'06" W z
5.95 L253 S 56'00'58" W 25,88' •33 L441 N 42 57 39 W L2$ N 78'46'49" W 29.06' L141 N 45'00'OD" E L329 S 63'51'26" W 18. • " 7'39" W _ 27.98' 26.37 L779 N 32'04'57" W 1 ' L554 S 31'25'08" E 15.96' L667 N 72'17' ' 3'58
4.20 L254 S 47'18'37" W 55.41' 43 L442 N 5011 19 W L29 N 48'06'19" W 94.85' L330 S ' I'19" W 25.15' 23 W 23.18 L780 N 89'38'32" W ' L555 S 25'51'02" W 69.51' L668 S 58'53'4 " 28.90
L142 N 00'00'00" W 1 11 38 3i W 16,85 " 2.07 L255 N 54'26'D2" W 12.19' L443 N 38 23 02 W L30 5 57`18'40" W 38.48' L143 N 45'00'00" W L33i S OD'33'13" W 24.1 ' ^ 3'02" W 23,68' 9 W 21.89' U81 N 19'30'12" W ' L556 S 05'47'54" E 38.83' L669 N 58'18'16" 40.62
11.02 L256 S 3707'D8" W 22,75' 3 L444 N 03 25 56 W L31 N 51'20'14" W 6$.98' L144 N 09'43'52" W 1 L332 S 26'26'10" W 30.5 ' ^ i'S6" W 13.53' W 22.17' L782 N 24'26'03" W ' L557 S 04'13'38" W 23.03' L670 S 84'15'0 " 32.55
3.83 L257 S 5742'37" W 22,28' 6 L445 S 53 44 44 E L32 N 53'29'47" W 60.39' L145 N 23'30'28" W L333 S 54'27'00" W 42.6 ' '~'44" E 12.31' i W 33.13 L783 5 88'37'35" E s'°=' _ L558 S 21'34' 16" W ~ " 31.04 , , , r
.9.77 L258 N 80'32'26" W 27,59' 5 L446 N 3218 39 E L33 N 53'49'48" W 83.14' L146 S 70'54'02" W L334 S 11'30'16" E 22.97' „ 48.02 L671 S 72 22 24 W 3fi.96 7 " ~ 3'39" E _24.73' L559 S 27. ' " L 84 N 0412 52 W 55.51 ~ 33 37 W 53.14 L672 N 78'51'40" W • " !
13.6D L259 N 59'32' 33" W 19.07' L447 N 5819 24 E L34 N 56'42'09" W 68.65' L147 S 07'49'06" W L335 N 75'48'56" W 2g, ~ " I'24" E 15.11 ' L560 5 " 2$.93 L785 N 85 43 11 W 33.79' R . I G 42 03 46 W 38.51 L673 N 45'08'15" W ~ " '0
12.53 L260 N 00'00'00" W 25.14' 83 L448 N 41 O6 37 W L35 N 15'44'51 " W 102.10' L148 S 23'21'51 " E 1 L336 S 74'09'D5" W 34.50' ^ 1'37" W 43.15 L786 N 10 O~,IDD 22.99 L561 S 29'21'22" " 39 52 E 43.34 W 37.76 L674 N 51 13 51 W 2 ' ~ "
1.67 L261 N 15'15'35" E 22.D5' L449 N 14 25 52 E L36 N 34'08'35" W 51.79' L149 S OD'00'00" E L337 S 4754' 12" W 20.6 ' ^ 1'52" E " 3.95 L787 N 22.48 L562 S 46 03 33 W 38.3 ' 72 05 48 E 30.24 ~ I I r ; , , . 9 L675 S 8T55`57" W 23.1 fi` L78 ' " " `"'v ~t
8.77 L262 N 21'48'28" E 46.86' 2 L450 N i b 56 19 E L37 N 45'36'17" W 102.97' L150 N 9D'00'00" W L338 N 52'57'3$" W 0.62' ^ x'19° E 21.59' L563 S 37. ' 8 N 61 02 43 E 23.36' ~7AST 56 10 W 40.65 L676 S 15'23'05" E AL ~v~At~~G~MEN`1
4.87 L263 N 17'57'17" E 72.16' L451 N 36 4311 W L38 N 19'58'55" W 49.83' LiSi N 50'57'31" W 1 L339 5 21'52'10" W 0.55' " 1 i " W 21.91' L564 25.60 L789 N 12' 15'37" W 102. ' S 39' 16'32" W 63.46' L677 S 54'04'06" 33
6.62 L264 N 15'25'37" E 29.09' L452 N 54 24 22 W L39 N 36'24`32" E 30.91' L152 N 1706'34" W L340 N 84'21'18" W 38.88' ^ '22" W 10 72' W 52.43 L790 S 70' 17'45" W ' L565 S 64'27'05" W 57.06' L678 S 01'18' 6" ~ 65.20
6.62 L265 N i 6'59'45" W 36.40' L453 N 04 58 43 W L40 N 18'05'31 " W 36.71' L153 N 5D' 19'52" W L341 N 56'08'57" W 9.79' ^ `43" W 34, S E 60.98 L791 N 31'09' 13" ' 45 L566 S OT21'O6" W 16.56' L679 S 0 ' W 32.26
17.25 L266 N 66'30'29" W 24,26' L454 N 1D 24 15 W L41 N 04'43'20" W 86.46' L154 S 6747'37" W L342 S 6711'24" W 20.66' ^ ' 15" W 8 27 52 E 25.93' 20.87 L567 S 16'01'21" E 60.65' L6 ' " ,3~" W 80 S 1319 05 W 57.95
6.45 L267 N 76'40'46" W 37,77' L455 N 34 32 39 W L42 N 02'31'25" W 35.00' L155 N 45'00'00" w L343 S 24'26'46" E 2,71' ' „ 14.25 L568 S 71'16'05" W 14.51' L681
7.70 L268 N 86'20'56" W 45.55' L456 N 33 00 23 E L43 N 39'58'37" W 101.48' L156 S 45'00'00" W L344 S 7729'22" W 2.07' ^ `23" E S 17 07 35 W 63.19 17.29 L569 N 28'59'59" W 24.49' L682 ~ ~~11+trr+
6.65 L269 N 85'21'58" W 167.71' L457 N 72 29 42 E L44 N 20'37'35" E 26.70' L157 S 52'46'36" W L345 N 50'21'54" W 13.69' ^ '42" E S 221816 W 73.79 a ~ +rr 23.34 L570 N 20'09'29" W 26.50' L683 ~ ®®®P
31.07 L270 N 70'40'15" W 58.42' L458 S 85 30 O6 E L45 N 42'32'23" E 36.84' L158 N 90'00'00" W L346 N 69'52'55" W 52.52' " 'O6" E N 41 1811 W 31.90 C,,.• ~a 23.44 L571 N 23'30'57" W 7. • " Qa • ~ ~ " 2 71 L684 N 73 02 36 W 31.29 bO~
11.87 L27i N 60'24'12" W 48.94' L459 N 64 40 39 E L46 N 54'29'54" E 29.44' L159 S 34'36'33" W L347 N 06'29'55" W 0.85' „ 39 E 22.46' L572 N 26'35' 16" W 4 ~ " ~ : o 2.59 L685 N 08 28 33 E 24.09' ~ °
17.42 L272 N 17'49'27" W 28.44' L460 N 22 55 39 E L47 N 46'11'08" E 33.79' L160 S 45'OQ'OD" W L348 S 80 04 08 W 30.87' " '39" E ~ ~n 29.80 L573 N 24'59 48 W 32.51 L686 ~ N 73 07 22 E 29.68 w~ • ~u ~
8.40 L273 N 15'58' 13" E 38.68' L461 N 69 0516 E L48 N 3D'S8'43" E 25.27 L161 S 54'D6'20" W L349 S 86 29 00 W 24A2' " '10" E 8.81' L574 S 62'29' " ' ~ " ~ ~ ~ 4 - 29 W 12.71 L687 N 14 39 54 E 34. 0 ~Z30` ~'i
18.78 L274 N 38'59'59" E 26.13' L462 S 19 D9 03 E L49 N 34'53'28" E 34.87' Li 62 S 45'00'00" W L350 N 77'26'21" W 40.47' " 03" E 19.32' L575 S 21'37' ~ 06 b 21 E 30.31 L688 N 66'53'29" W d L,•'"
12.37 L275 N 23'30'19" E 24.25' L463 N 85 37 57 E L50 N 42'21'01" E 40.00' L163 S 60'46'15" W L351 S $4'44'06" W 11.44' ' " 57" E 16.62' L576 S 21" ' 49.08 ® ,,,,,,i" a~ 16 02 E 43.41 L689 N " 30'35 40 W 41.50
40.78' L276 N 19'20'26" E 58.41' L464 N 2515 41 E L51 N 49'24'56" E 31.97' L164 S 33'44'57" W L352 N 27'10'46" W 10.94' ' ^ 38.68 L277 N 24'31'35" E 60.58' L465 N 6$ 02 46 W 41 E 38.29 L577 S 80'40'00" W 3, ~ " ~+r+ as 2 92 L690 N 22 58 02 E 19.84'
L52 N 57'16'49" E 28.86' L165 S 17'57'59" W 29.4 ' L353 N 51'22'50" W 43.98' " 7 L278 N 1734'35" E 60.85' L466 N 21 1$ 34 W 46° W 27.33' L578 N 48'45'03" W ~ " " 10.92 L691 S 65 1516 E 30.52'
L53 N 60'39'24" E 31.83' L166 S 03'04'05" W i . L354 5 23'33'41 " W 37.61' ^ 34 W 34.69 L579 N 86 O 1 47 W ~ " „ 22.94 L692 N 75 O6 51 E 28.02'
2 68 L279 N 0726'01 " E 44.$5' L467 N 53 01 25 W L54 N 81'47'25" E 64.52' L167 5 1742'34" E L355 S 4726'27" W 12,45' " 24.84 L280 N 16'08'57" W 38,25' L468 N 36 O8 29 W 25 W 17.52' L580 S 8T38'03" W 37.96' ` " L693 N 24 09 17 E 40.64 ~
L55 N $8'58'36" E 47.59' L168 N 49'44'54" W L356 N 40'18'49" W 65.86' " 0.54 L281 N 24'57'22" W 18,24' L469 S 5746 33 w 29" W 38.45' L581 N 73' 17'20° W ~ " , 14.46 L694 N 08'52 54 E 64.69 ~
L56 S 13'26'51" E 90.75' L169 S 86'49'35" W L357 S 0918 15 E 5.92' ^ 26.38 L282 N i 6'49'35" W 31.03' L470 S 56 5016 W 33" W 49.25' L582 S 87'02'27" ~ " W 41.26 L695 N 36'4017 W 68.13' ~ ~ 16" W 16.1 i' L583 S 75' 12'4 " ~ "
L57 N 73'30'0$" E 7.32' L170 N 34'10'05" W L358 S 60'24'42" W 3D.02' 4 " 19.35' L283 N i 6'42' 15" W 64.90' L 71 N 27 43 00 W 2 W 40.69 L696 S 68 23 54 W ~ 00" W 25.63' L 4 ° 70.33
L58 N 08'08'D1" W 60.67' L171 N 2750'46" E L359 S 30 34 37 E 16.10' L47 " 47.70 L284 N 19'44'34" W 161.74' 2 S 59 08 38 W 58 N 35 57 42 W 51.38 L697 S 78'42'49° W ~ N ~ 38" W 19.86' L5$5 ° 95.14
L59 N 14'32'25" E 34.76' L172 N 38'47'33" W L360 S 18'55'32" W 17.53' L47 " 34.39 -1285 N 14'44'53" W Z7,14' 3 N 43 18 34 W N 59 29 33 W 15.38 L698 S 27'35'58" E N 34" W 13.13' L586 19.64 \
L60 N 74'33'02" E 35.14' L173 S 15'34'41" W L361 S 72'22'48" W 20.79' L4 " 32.06 L286 N 10'50'37" W 33.05' 74 N 30 32 22 E S 46'53'42° W 15.42' L699 S 46'03'04" E ~ 22" E 19.04' L587 S 32.24 ~
L61 N 87'10'00" E 51.25' L174 S 64'40'29" W L362 N 89'06'14" W 36.33' L ^ 77.73 L287 N 00'00'00" W 42,82' 475 N 58 59 43 E 76'42'48" W 24.25' L700 S 33'26'29° U N 43" E 19.90' W 47,48 W
Lfi2 5$1'26'25" E 108.18' L175 N 8748'03" W L363 S 8710'09" W 20.94' 4 " 19.31 L288 N 23'06'46" E 56.32' L 76 N 3916 17 E L588 S 81'43'36" W 54.69' L701 S 44'46'37° ~ W 73.97' ~ 17" E 32.41' L589 S 78'48'4 » ~ "
L63 N 59'25'35" E 41.18' L176 N 6722'25" W L364 N 58'13'55" W 38.82' L4 " 40.14 L289 N 34'47' 11 " E 60.55' 77 N 46 i 6 56 E 8 W 48.47 L702 S 56' 12 39 W 27.58' ~ 36" E 26.64' L590 N 79'00'34" W ~
L64 N 08'58'35" E 8.42' L177 N 70'11'16" W L365 S 69'06'05" W 25.66' " 45.18 L290 N 28'36'23" E 83,85' L478 Nis 01 36 W 57.66 ~ Q " L703 S 0717 07 W 39.76 ~ Z ~ 36 W 10.04' L591 N 7T40'14" W 64.1
L65 N 64'35'38" E 54.76' L178 N 64'17'35` W L366 N 03'42'58" E 32.49' ^ 128.10' L291 N 4i'O1'05" E 21.05' L479 N 3759 20 E 0 L704 S 16 43 13 W 66.56 \ ~ ~ ?0" E 40.9$' L592 N 75'05' ° N
L66 S 80'51'55" E 11.31' L179 N 12'24'10" E L367 N 01'30'31" E 39.50' " 66.51 L292 N 30'26'32„ E 64.09' L480 N 44 i 8 OD E 35 W 20.27 L705 S 31'27'24° W 71.7 ` ~ W }0° E 27.49' 2 L17
L67 S 8715'29" E 32.24' L180 N 05'16'59" W L368 N 00'03'52" W 42.30' ^ 38.49 L293 N 10'31'27" E 4g,17' L481 N 54 52 03 E L593 N 39'52'02° W 14.39' L706 S 79'05'53° W ' • ~l 42.49 N )3" E 20.95' L594 S 80'03'30° W ~ ° O
L68 S 35'52'46" E 12.27' Li81 S 8T12'O6" W L369 N 00'38'57" E 29.35' ' ^ 24.75 L294 N 00'00'00" W 30.39' L482 N 62 46 26 E 20.79 L707 N 15 53 21 E 105.81 '6" E 35.41` L595 S OT25'31" W ,
L69 S 23'58'15" E 9.77' L182 S 04'56'02" W L370 N 67 29 24 W 23.22' ^ 39.16 L295 N 04'49'2D" W 115.05' L483 N 59 38 47 E 32.93 L708 N 26 35 16 E 5 0... ,'S E7" E 37.83' L ' " 5.22 596 S 28 4612 W 46.85 L709 N 2T51'40" W W
L70 S 15'38'55" E 12.87' L183 s 73'07'42" w ' L371 N 39'18'56" E 22.05' ' ^ 46.47 L296 N 00'00'00" W 58.70° L484 N 7T 12 33 E i3" E 27.79' L597 " ~ 15.50 5 63'51 34 W 41.38 L710 N 16'55'52° E ~
L71 S 15'19'39" E 18.20' L184 N 19'06'16" W 7 L372 N 12'11'24" E 31.94' ' ^ 2 .16 L297 N 06' 15'33" E 63,72' L485 N 86 27 41 E L72 S 1512'04" E 13.87' L185 N 59'58'49„ W L373 S 56'21'00" E 19.15' ^ ~1" E 68.68' L598 S 7 ' ~ 56.94 1 10 02 W 30.10 L711 N 84'57'04" E 1 p. '
53.62 L298 N 0749'04" E 177.76' L486 S 16 38 52 E L73 S 18'46'31" E 17.98' L186 N 23'34'10" W L374 N 54'49'23" E 22.31' ^ 2„ E 35.09' L599 S 34' " 33 56 52 W 27.4$ L712 N 15'25'49° E 28. '
42.15 L299 N 04'44'34" E 42.42' L487 S 12 50 03 E L74 N 90'00'00" E 3.47' L187 N 13'05'40" W 1 L375 N 41'52'12` E 37.85' ^ '3'~ E 54.19' L600 S 6 . 73 $ 3414 W 33.47 L713 N 25'34'56" W '
65.73 L300 N 10'05'01" W 31.57' L488 N 79 39 59 E L75 N 59'25'54" E 4.23' L188 S 41'25'31" W L376 N 34'33'14" E 27.26' ' ^ ~9" E 9.47' L601 " 19.86 N 34 51 31 W 53.18 U14 N 5T21'41 ° W ' W
49.48 L301 N 02'28'42" E 143.79' L489 N 02 38 55 W L76 N 25'37'53" W 17.97' ll$9 S 02'35'43" W 1 L377 N 60'43'35" W 24.52' 4 ^ 'S° W 24.06' L602 S ~ 20.28 74 29 01 W 29.51 L715 S 64' 19'33° W Q
6 .D5 L302 N 06'36'07" W 49,51' L 90 N 09 55 47 W L77 N 12'32'03" W 16.76' L190 S 84'55'37" W L378 N 55'52'00" W 22.41' ^ 7" yy ~ 27.17 Z 37.29 L603 S 04'31'51" E 22.75' L716 Z E-~t
„ " 118.44 , ^ ~ L491 N 08 28 20 E L78 N 12 35 33 W 17.44 L191 N 10 32 46 W L379 N 36 39 05 E 19.04 4 " 0" N 81'29'00" W 77.81' H E 24.02 L604 S 30'28'52° W 68.16' J
„ , 20.52' , " L 92 N 53 47 35 E L79 N 25 2314 W 28.54 L192 S 8713'06" W 4 L38D N 44 28 56 W 35.04' 4 " L717 S 89 59 40 W 6g,g5' J 5" E 13.59' L605 S 32'53'18° ~ ° , W 18.97 L718 N 84 59 13 W d 4» E 44.52' L ~ " 83.69 ~
„ , 6.81 L 93 N 8319 34 E L80 N 1414 35 W 10.84 L193 5 0710'17" E L381 N 54'D7'07" W 4.11' ^ 606 S 38 03 27 E 25.12 L719 N 65'59'53° W ' 7„ F 12.84' 6 ~ ° 20.87 Q ~
n 54.33 ~ ^ L494 N 65 5817 E L81 N 13 12 14 W 25.15 L194 S 83 58 14 W 23, L382 N 45 57 37 W 17.61' ^ L 07 S 3T38 16 E 37.33 L720 N 88'33'14" W V
, , ~ ~ " D6 ~ ~ „ ~ L495 S 44 07 21 E L82 N 82 2312 E 17.64 L195 N 49 0315 W L383 S 30 07 54 w 26..39 ' ^ 1 " E 10.48' L6 ° 22.94 08 S 09 36 48 E 23.73
„ , ~ 97.15 , " L496 N 59 67 43 E L83 S 29 38 39 E 28.07 L196 S 55'09 50" W 2 L384 N 74 2810 W 8.40' " 3" E L721 N 6T09 44 W 19.52 13.95' L609 S 03'06'59" W 14.21' L722 N ~
„ " 6.50 , L497 S 68 0$ 43 E L84 S 25 36 38 E 61.26 L197 N 24 24 59 W 26 L385 N 46 21 58 W 48.42' " 3" 33'00'45" W 12.27' p~ E 12.96 L610 S 45'33'04" W 14.0 ' ° 2 L723 N 0015 51 E 27.64 ~
„ .56 L498 S 81 04 34 E L85 S 15 37 02 E 10.31 L198 N 35'37'58" E L386 N 13'11'25" W 74.93' ^ 4" E 65.53' L611 S 61'23'34" W ~ , 18.26 L724 N 88 53 ~ ~ ~
„ 22.07 L499 S 42 23 54 E L86 N 90 00 00 E 2.92 L199 N 61'41'15" W 56 L387 N 10'47'09" W 38.06' ' ^ " 08 E 19.81 4 E 20.71 L612 N 70'23'01" W 55.24' ~ Z W L725 N 16'5618 Q
.55 L560 N 7217 46 E L87 N 60 00 QO W 8.03 L206 S 16'51'34" E L388 N 14`40'40" W 25.85' ^ 5" E 25.34' E 48.31 L613 N 76'50'09" W 43.91' L726 S ° ~ .J 7715 09 E 28.59'
, „ 35.00 " L501 N 25 42 36 E L88 N 10 43 63 W 11.00 L201 5 $1 00 40 W 7 L389 N 08 03 35 W 30.71 ^ 3" E 13.65' L614 N 73'06'03" W ~ 56.61 L727 N 41'26'27° E 23.06' ~
„ , 1.04 L502 N 58 01 58 E L89 N 270719 W 20.51 L2D2 N 45'59'D3" w 1 L390 N 19'35'31" E 9.81' " 3" E 15.26' L615 N 69'01'36" W ~ ° f' Q " 62.64 L728 N 00 30 O6 W 23.74'
„ 54.13 L503 N 5714 38 E L90 N 45 OD 00 W 10.54 L203 N 55'31'23" W L391 N 7750'40" W 13.35' ^ 3 E 19.55' L616 N Z 09'07'15° W 22.91' L7 ~ 29 N 29 41 50 W 16.97 ~
„ ~ 104.35 L504 N 07 49 44 W L91 N 10 43 21 W 22.00 L204 S 83'00'39" W L392 S 5744'52" W 6.82' ^ W 7•g4' L617 N 06'44'36° E W 52.55 L730 N 43'32'48" W 49.15' W O
„ , " 81.66 , " L505 N fib 16.18 E L92 N 45 00 00 E 18.82 L205 S 11 57 04 E L393 S 09 29 28 E 38.04' ^ 3" E 52.74' L618 N 25'19'12° E " V 18.02 L731 N 04 53 OB W 31,82'
„ 29.93' „ L506 S 85 28 26 E l93 N 17 06 D7 W 35.13 L206 S 79'54'03" W 4 L394 S 14 55 27 E 25,19' „ ~ E 42.44' L619 N 04'51'07° W 44.85' ° L732 N 40 0513 E 33.15 I- J
„ 7.23 L567 S 28 20 47 E L94 N 6812 37 E 10.22 L207 S 15'36'33" E 6$, L395 S 05'51'51" E 34.01' ^ E 18.OS' L624 N 73' 5' ~ ~ " , 0 56 W 20.93 L733 N 54 37 08 E 31.22 W
L95 " 14 " L508 S 15 39 06 E N 61 2414 E .54.33 L208 S 23 21 38 E 24,57' L396 S 16 23 39 E 52.54 L50 " 9 S 12 36 53 E i" E ° Q 23.26 L621 N 08 20 39 W 35.00' L734 ' ~ N 66 59 05 W 19.59 W
L96 N 45'01'01" E 20.69' L209 S 36'21'37" W 50 L397 S 15'58'48" W 30.83' " E 18.67' L622 N 49'27'50" W ~ ° , 19.04 L735 N 03 44 50 E i 6.83 f'- ~
L97 ^ , " .87 " L510 S 21 31 46 E N 09 15 05 E 23.60 L210 S 6T 19 53 W 29.14' L398 N 74 24 22 W 42.14 L5 i 1 " N 69 44 4$ E E 30.91' L623 N 02'42'03" W ~ , rn ° 35.19 L736 N 12 35 34 E 42.33 W ~ d
L98 N 11'18'59" W 30.39' L211 N 79'09'39" W L399 5 59'49'33" W 40.67' ^ , „ , „ 50.70 „ L512 N 20 10 40 E I E 4.09 L624 N 02'46' i 0" W 33.69' " ~ Q L737 N 23 51 26 E 16.07
L99 N 49 54 57 W 13.46 L212 N 16'21 43 E L400 N 55 4714 W 20.82' " „ , 85.38' " L513 N 26 21 24 W E 9.15' L625 N 1 T42'06" W V " 35.62 L738 N 50'36'45° E 18.$1' W 22.25 L626 N 29'54'39" W 11.25' ,
L100 N 2515 09 W 9.58 L213 N 16 22 29` W L401 N 50 D614 W 33.74' " , 29.33 L5i4 N 12 29 55 W " L739 S 87 47 41 E 62,28 W 33.09 L627 N 03'13'00" E 56.68'
L101 N 5410 27 E 1203 L214 N 63'08' 15" W L402 S 10'23'41 " W 17.54' ^ „ , 23.36 L515 N 23 31 D9 W " L740 5 84 04 38 E 20,66 W 35.15 L628 N 15'29'26" W 40.61' °
L102 N 00 00 00 W 24.38 L215 N 81'53'37" W L403 S 11'10'20" W 25.93' " „ 23.62 L516 N 12 07 23 W " L741 S 7T4i 10 E 65.33 W 27.17 L629 N 49'47'41 " W 40.62' ~ PROJECT N
L103 S 74 5616 W 14.59 L216 S 3726'23" W L404 S 28'22'55" W 25.22' " „ , " 15.75 , „ ~ L517 N 80 3 i 55 E L742 S 68 07 55 E 88,82 O. " E 14.52' L630 N 53'20'15" E ~ °
L104 S 1412 05 W 42.04 L217 S 113814 W L405 S 03 05 23 W 26.29 „ „ 34.57' L518 S 30 4719 E 11.80 L743 N 39 22 0o E 37,67 PATE: 07/24/Os „ E 26.41' L631 N 51'14'12° W ,
L105 5 66 29 09 E 23.99 L218 S 18'11'35" W L4D6 S 18'08'57" E 36.89' ^ „ , 165.26 L5 i 9 S 2735 05 E „ 60.11 L744 N 69 08 30 W 115.52 SURVEYED BY: J. E 36.64' L632 N 44'42'55" W WHEALTON
L106 S 2739 23 E 12.84 L219 S 38'43'54` W L407 S 75'07'38" E 26.95' „ 3.30 1520 5 23 57 34 E „ 62.01 L745 N 72'22'23" W 104,60' PRAWN . E 26.44 L633 N 42'29'35° W BY. S. BAKER
Li 07 S 50 32 24 W 11.93 L220 S 48'51'30" W L408 S 19'00'48" E 29.50' " p 4.94 L521 5 15 27 55 E 16.72 L746 N 84'00'59° W 38.27' " E 13.63' L634 S 63'31'44" W 1(lri.~1' a7e:7 A~•~n~~~¦ CHECKED BY: C. HUDDLE
L168 ~ 7T.~9',R" ~ 17'7 rs i nna a ~..nn~r r" _ i ena C A9•CG°n A" r _
• ' L~.L 1 IV /4 zo Z)Z)" Vy b./b- "TVa J -r/'JU}L•t" C ' LSZZ N 72'54'59" E L109 1S66 5'00'41" W 31.42 L222 N 314713 W L410 S 181451 E 12.44 " E 5.42' L635 S 20'08'25° E 27. ' ' IN VJ -r.7 J-r n ZU.4J APPROVED BY. C. HUDDLE
L1 " 6.18 L523 N 08'55 20 W 10 48 38 W 28.89' 1223 N 40'26'48" W L411 N 89'43'15" E 46.60' " „ 29 [748 N 0r49'0-7`- 7'49 07 W 13.07' W 21.83 L636 S 69'58'33" W 33.75' SCALE: N O.
" 11.15 L524 N 23'56'14 W L111 S 1 i 41 40 W 32.09 L224 N 35-22-26' W L412 S 3515 47 W 25, " " L749 N 32 52 30 E 82.98 W 19.86 L637 S 20'49'58" W 38.56' L7 ~ DRAWING NO.:
" 13.74' S6 L525 N 50 36 05 W 1 L112 S 23 26 16 E 17.71' 1225 N 56' 16' 13" W L413 S 00' 19'06" W 11.11' ' " " 50 N 36'52 52 W 69.75 W 12.27 L638 S 54'10'58" E 43.63 L751 S 32 12'48" W 11,42 SHEET 5 OF 5
13.48 L526 N 09 25 27 W L 1 113 S 09-2222" 15.14 L226 N 63-57-03- W L414 S 63 24 59 E 33.19' " " W 19.42' L639 S 71'41143" E 40.11 L752 S 21 26'29 E 20.00
21.68 L527 N 42 50 20 E " E 22.36' L640 S 61'41'25" E 18.64 L753 S 71'09f 19" W 17.10
L415 S 13-04'21 " W 33.51' L528 N 59'267 ' E 32.78' L641 S 19'30'40" E 17.32 L754 N 26-36'34" W 37.36'

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(p ~ ~U r _ J ~ ~ - I - - ti PROJECT N0:
R _ M ~ ~,y DATE: 12/15/05
sT : L~ ti~ ~ ~ ~ ~ °s ~'~o'~~ ~ ~ ~ ~ ,k
~ ;i c U ~ ` _ N ~ SURVEYED BY: B. HARRELL t
J ~ - I ~ ~ r" ~ DRAWN BY: S. BAKER
1' 7 ~ CHECKED BY: J. HUDDLE
n ~QJ ~ , t T t, -1 1 -r APPROVED BY: J. HUDDLE
1688 ~'90 ~ ~ ~ ~ it ~ ; 1 ~ pp~p SCALE; 1 " = 150
ti ~ gpG DRAWING NO.:
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W1 ti t r' 1 SHEET 1 OF 2
I- BOUNDARY SURVEY INFORMATION 0 t" 2" 3 4 1 ~--r'~ I 1
OBTAINED FROM SURVEY CONDUCTED Iyk~~. i
BY ARTHUR R. DENNING. SCALE. 1 = 150 5
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LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING d d
° , DISTANCE LINE BEARING DISTANCE L1 S 11 02 53 W 13.67 L113 N 85 44 27 E 13,96 L225 N 61 01 08 W 16.76 L477 N 38°04 37 E 18.68' " Q JCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE w
, _ L309 S 73 32 54 E 41.29' L2 S 7319 30 W 14.43 L114 N 54 25 31 E 24,79 L226 N 5107 34 W 8.83 L478 N 26°10 29' L561 N 80 15 03 W 34.55 L673 ° ~ » , S 3618 25 W 35.28 L785 S 81 15 01 W 30.15 c
° 58 E 31.39 L310 S 13 39 25 E 42,05 L3 S 55 47 00 W 17.14 L115 N 13 32 22 E 16,61 L227 N 01°19'28" E 19.54' L479 N 14°17'53" E ' 05' L562 S 67°52'46" W " ~ ~ 41.09 L674 N 18 3918 E 64.00 L786 N '
° ° 34.75 L311 S 06 35 43 W 29,49 L4 S 62 33 55 W 12.04 L116 N 10 56 32 E 30.86 L228 N 00 07 53 W 24.18 L480 N 46°39'18° E 23.34' L312 S ' 49' ~ 85 23 25 W 23.62 L563 N 79 54 58 W 50.17 L675 N 14 57 27 E 47.42' '
67 42 10 E 7.00 L5 S 30°40'23" W 15.54' L117 N 16'47'42" E 31.34' L229 N 06°57'12" W 20.35' L481 S 51°39'22" E 32,25' ' ' oo' ~ L787 N 49 01 02 W 15.03 L564 N 23 45 16 W 47.89 L676 N 22 16 09 E 29.56' L788 N '
L313 N 43 34 55 E 6.96 L6 S 08'19'44" W 32,21' L118 N 53°21'28" E 31.19' L230 N 00°11'09" W 14.30' L482 S 06°54 ' 96' 08 58 58 W 30.93 L565 N 63'49'32" W 24.36' L677 N 01°38'42" E 17.35' L789
° , 59 E 24,03 L314 N 49 32 53 E 32.95 L7 S 40 23 46 E 27.76 L119 S 35 33 37 E 29,81 L231 N 04 53 45 E 17.82 L483 S 06°06'26" E 29.05' ' N 07°45'33" E 27,45' 95' L566 S 52'29'58" W 24.05' ° , „ L678 N 47 03 11 W 12.77 L790 S 49 30 55 E 13.5 '
° , „ L315 N 39 28 17 E 34.92 L8 S 31 24 57 E 38.36 L126 S 38 00 57 E 26.36 L232 N 55 37 55 W 25.35 L484 S 14 52 26 E 27.57 ' 92' 9 L567 S 04°00'08" E 23.49' L679 N 75°21'31" W 25.71' a ° '
L316 N 10 40 20 E 12.44 L9 S 09°57'28" W 25.35' L121 S 54°41'41" E 28.81' L233 N 23°44'45" E 20.45' L485 S 06°15'45" W 29.14' ' ° L791 S ~ 1 34 38 E 19.00 44' L568 S 67 39 36 W 32.93 L ° ~ „ 680 S 89 40 28 W 26.41 L792 S 84 12 59 E 10.43' ~
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° 59.23 L319 N 40 22 45 E 62.42 L12 S 31 59 15 E 27.01 L124 N 85 15 46 E 18.28 L236 N 12 04 35 W 15.09 L488 N 59' 13'39" E 26. ' 42' L571 S 4753'02" E 19.66' z - L683 N 89'28'20" W 38.38' L795 N 54'42'13" E 4 >
88 L320 N 28 46 50 E 13,17 L13 S 22 31 11 E 32.68 L125 S 0618 35 E 36.21 L237 N 06 12 28 E 21,29 L489 N 19°42'10" E 28.52' ' 17' L572 S 65°51'32" E 4 ' » 2 .57 ~ w 0,86 L684 N 58 47 00 W 4.95 L796 N 41°08 0 ~
L321 N 82 55 13 E 33.73 L14 S 04°17'12" E 15.49' L126 S 30'33'25" E 13.71' L238 N 61'32'19" E 12.40' L490 N 17°44'08" W 21.56' L322 N 6714'4 " 73' 0 E 14.72 ~ ~ L573 S 12°46'45» E 29.71' L685 S 851416 W 17.6 ' " 5 L797 N 25 21 54 W 22,48 ~
6 E 73.74' L15 S 00°31'13" E 23.94' L127 S 02'15'29" W 24.85' L239 N 11'19'55" W 25.16' L491 N 14'29'04" E 23.86' L323 N 63'53'34" E , „ , „ , „ ~ „ 47.99 74' L574 S 17'00°40" W 33.15' L686 N 84°31'11" ~ W 65.18' L798 N 50°55'40" E 14.77' w 99 L575 S 78'55'18" W 33.85' L687 N 82°07'08" W °
L16 S 41°33 49 W 23.15 L128 S 11°12 59 W 25.62 L240 N 47 13 36 W 24.43 L492 N 04 39 22 E 25.90 L3 24 N 59 53 53 E 49.64 ° 48.73 L799 N 82°21'29" E 9.84' 64' L576 N 69°29'05" W 35.83' L68 ,
L17 S 60 00 46 W 29.26 L129 S 29 12 49 W 32.33 L241 N 47 27 35 W 36.49 L493 N 17 40 27 E 19.80 L3 ' 25 N 35 53 52 E 21.80 8 N 12 57 10 W 31.69 L800 N 24 04 08 E 43.43
L18 S 38'50'33" W 33,31' L130 S 02'47'30" E 31.61' L242 N 33'55'10" E 10.80' L494 S 02°30'32° W ' ° 4.30 L326 N 20 59 58 W 52.49 80' L577 S 80 02 55 W 50.47 ' ° „ L689 N 16 43 20 E 34.47 L801 N 13 09 42 W 39.28' 49' L578 S 86'46'31" W 37.64' „ ,
L19 S 12 49 33 W 55.84 L131 S 34 50 18 E 36.20 L243 N 30 15 28 E 18.50 L495 S 29° 18'27" E 15.02' L327 ' , ° N 14 57 13 W 27.22 L690 N 68 53 15 E 30.08 L802 N 1817 09 E 31.99
L20 S 0729 01 E 22.54 L132 S 05 10 30 W 57.24 L244 N 61 06 50 E 14.74 L496 S 46 03 02 E 13.74' L328 ' ° , , „ N 00 23 08 W 17.89 22' L579 S 84°11'40" W 24.94' L691 ~ „ , N 64 05 41 E 45.94 L803 N 40 41 26 E 42.75 39' L580 S 61°28'43" W 48.87' L69 ~ » ,
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L22 S 51°04'53" E 23.28' L134 5 23'18'43" E 26.59' L246 N 11°07'54" W 17,94' L498 S 45°42'07" W 16.19' ' L330 S 78 41 04 W 35.47 3 N 23 44 56 W 16.81 L805 N 58 44 52 E 18.95 ~-7' L582 S 10 32 49 E 55.79 L69 ° » ,
L23 S 17°22'00" E 28.97' L135 S 01'16'52" E 29.22' L247 N 29'44'48" W 16J8' L499 N 75°15'25" W 15. ' 83 L331 S 61 13 55 W 40.10 4 N 61 01 50 W 35.98 L806 N 35 02 42 E 39.40 10' L583 S 02 43 57 E 33.50 ' ,
L24 S 13 16 12 W 28.83 L136 S 33 40 07 E 23.68 L248 N 15 27 23 E 15.59 L500 S 36°04'12" W 32.56' ' L332 S 70 16 37 W 26.53 L695 N 6815 58 W 23.58 L807 N 03 OS 27 E 38.41 ~3' L584 S 14 23 37 E 32.18' » °
L25 S 08°54'53" W 30.43' L137 S 00'28'48" E 31.67' L249 N 07°36'03" E 21.51' L501 S 12°30'56" W 33.71' L333 S 82 45 06 W 39.55' _ L696 N 35 42 12 W 19.55 L808 N 15 31 18 E 41.61 z ~5~ L585 S 06' 16'03" E 37.43' L697 '
L26 S 25°19'22" W 22.53' L138 S 06°33'18" E 23,23' L250 N 32'04'34" E 19.88' L502 S 12°07'44" E ' ° 29,58 L334 N 64 20 43 W 28.80 N 15 48 21 E 32.89 30' L586 N 75 03 14 E 52.68 '
L27 S 26 34 49 W 21.88 L139 S 10 59 22 E 25.12 L251 N 68 34 32 E 31.57 L503 S 14°35'21" E 12.17' L3 ' 35 S 69 10 57 W 18.44 L698 N 50 40 58 E 27.88 ~4' L587 S 59'51'37" E 33.06' L699 '
L28 S 60°51'59" W 32.07' L140 S 09'52'49" W 19.78' L252 N 36'30'15" E 25.02' L504 S 59°43'20" W ' ° 20.46 L336 S 36 07 06 W 24.21 S 72 03 59 E 23,19 ?1 ~ L588 S 67 44 20 E 33,73 1~ ~ ,
L29 S 26 50 20 W 38.90 L141 S 04 07 34 W 25.09 L253 N 03 35 30 E 25.53 L505 S 32°15'06" W 35.35' L3 ' 37 S 19 35 08 W 24,87 L700 S 29 52 17 E 15,37 r '~~t F 37' » , , ~ L589 S 45'04 41 E 49.24 L701 N 41°26 15 E t LJ~
L30 S 34°26'59" W 17.99' L142 S 40'32'42" E 32.19' L254 N 41'58'52" E 21.00' L506 S 22°43'24" W 28.72' ' ° , , „ ° L338 S 08'51 23 W 17.46 , 22.92 ~ L ~ ~6 L590 S 1750'00" E 44.84 L702 N 31'17'11"
L31 S 14 04 29 W 37.82 L143 S 35 05 43 E 27.54' L255 S 81 12 11 E 52.71 L507 S 42 09 59 W 23.19 L33 ' 9 S 20 50 00 E 15.62 E 22.62 ~ 32~ L591 S 15°02'12" W 48.23' L7 ' " ~
L32 S 50°08'01 " E 41.41' L144 S 14'45'37" W 20.36' L256 S 35'42'45" E 69.41 ° L508 S 30°57'31 " W 42,28' ' L340 S 12 02 25 E 26.49 03 N 07 35 47 W 22.56 G >~d - ~ x ~9' » ~ X006 L592 S 45' 11 12 W 56.02 L704 N 83°43' ~
L33 S 26 59 28 E 29.17 L145 S 24 28 01 W 19.79 L257 S 27 10 04 E 33.60 L509 S 24 12 46 W 26.37' L341 ' S 45 08 53 E 74.32 16 W 53.82 32' L593 S 32' 17'58" " ~ ~ ' ~ ~ ~ t ~ W 73.31 L705 N 22 19 32 E 69.35
L34 S 14°03'44° E 36.95' L146 S 04'50'09" W 34.34' L258 S 3743'04" E 37.47' L510 S 14°18'29" W 1 ' 9.01 L342 N 15 48 48 W 65.68 ~8' L594 S 1708'57" „ `~~~•~STA1 r'~1,q
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L36 S 05°48'25" E 26.80' L148 S 28'18'11" W 41.46' L260 S 71'19 25 E 36.79' L512 S 5'~~°27'00" W 48.78' ' L344 S 75 08 51 W 33.76 L37 S 2758'57" W 36.36' L149 S 39'21'52" W 30.30' L261 S 61'07'10" E 38.74' L513 I S 53°07'39" W 21.51' 4 ' ~6, L596 S 89'35'49" W 38.83' L708 '
L3 5 S 70 55 54 W 22.87 L38 S 22°49'34" E 23.72' L150 S 2729'23" W 25.89' L262 N 86°48'53" E 17.99' ~ L514 i. S 40°44'10" W S 74 46 04 E 58.38 37' L597 N 22°44 46 W 53.55 L7 ' „ 09 S 71 04 41 E 60.37
68.46 L346 S 73'59 28" W 35.68 L39 S 05'09'46" E 29.94' L151 S 14'55'15" W 24.85' L263 N 33'48'07" E 14.01' ~ ~~~1> 5 ~ i8~ L598 N 11 46 56 W 37.41' L710 " S 78 08 40 E 48.19'
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W 12.27 L349 S 85 25 .9 W 28.22' L42 S 10'45'17" W 29.78' L154 S 46°41'04" W 39.21' L266 N 61'47'30" W 33.77' L518 S 47°55 01' E 15.90' ' 43.13 ''-2~ L601 S 31'13'26" W 69.45' L713 N ' „ 63 46 26 W 69.15
L350 S 30 50 17 W 22.58 L43 S 22°24'29" E 45.16' L155 S 38'06'20" W 42.77' L267 N 13'33'47" W 26.01' i L519 S 15°05'36" E 28.89' " >8' L602 ~ S 70 31 36 W 113.61 L71 ' 4 N 70 46 35 W 67.85
L351 S 00 40 55 E 26.89' L44 S 56'35'23" W 15.52' L156 S 53'01'21" W 31.28' L268 N 22'45'21" W 37,99' L520 S 12°23'28" E 17. " j9' L 603 N 13'23'24" W 58.53' L715 N ' 69 19 38 W 50.60
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9 0 W 6.65 L46 S 24'59'37" W 24.23' L158 S 51'30'43" W 35.66' L270 N 00'46'20" E 36.81' L522 N ' 6'46'43 W 17.38 L3 ' ~5' ~ 605 N 06'03'33" E ~ 15.10' L7~7 N ' 30 02 00 W 9.72
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S 42 58 50 W 14.14 L50 S 35°01'00" E 30.97' L162 S 16'29'22" E 17.53' L274 N 1704'34" W 24.93' ~ _526 ~ S 80'42'58" W 12.09' ' 4' L609 S 70°02'41 " W 82.05' L721 " N 16 08 55 E 35.18'
L358 S 43 07 18 E 33.57 L51 S 10'50'53" E 30.50' L163 S 19'45'22" E 24.47' L275 N 00'26'21" E 26.38' _52~ S 17°19'48" E 19.62' L359 N ' >7~ L610 N 53°26'18" W 33.16' ' L722 N 31 25 31 W 32.15
69 45 50 E 12.37 L52 S 52'43'32" W 23.92' L164 S 73'1''28" W 13.24' L276 N 08'15'55" W 6J7' ' '..528 S 20°4''06" E 40.34' ' ~7' L611 N 32'36'18" E 32.06' L723 ' N 33 23 40 W 46.08
L360 N 02 ~ 5 16 W 10.81 L53 S 04'01'15" E 32.06' L165 N 25'29'50" W 19.85' L277 S 7706'22" W 9.20' L529 S 10'59'11" E " 33.45 L361 S 88 37 52 E 20.28' 11' L612 N 09'22' 1 B" E 'A ~ 49.76' L724 N 31'40'59" W 47.46' v,
L54 S 47°22'49" W 13,74' L166 N 20'53'56" W 28.16' L278 S 41'30'30" W 15.67' L530 S 32'43 26 E 25.29' L362 N 6T ' '8~ I L613 N 33' 16' 19" E ' 34.39' L725 N " 36 00 40 E 40.37 ~ ~
07 32 E 20.70 L55 N 25'43'30" W 9,26' L167 N 25'53'48" W 71.03' L279 N 53'27'20" W 17.48' L531 S 4;,'46'37" W 19.94' ' '0' X614 S 41'45'20" E 19.54' L726 ' N 13 53 16 E 30.96 p~ ,0, _615 S OZ°03'44" ~ ' ' '
„ L363 S 37 21 39 E 39.70 L56 N 31 37 40 W 14.84 L168 N 24 02 25 W 33.56' L280 S 83 04 19 W 18.16 L532 N 23'58.31 W 15.90' L364 S 52'28'54" E ' 26.85 L727 N 6706 01 W 25,93' 10 N ig' d-
46.99 L57 N 6738'04" W 14.77' L169 S 60'48'17" W 15.06' L421 S 12'24'42" E 48.86' ~ L533 N '~~'00'13" W 36.25' L365 S 85'46'2 " ' _616 S 65'47'43" E ~ 34.88' i L728 S 72'28'54" W 51.03' ' N '8 _617 " ~ ~ „ A
2 E 18.58 L58 N 82'59'50" W 19.81' L170 S 20'4''42" E 31.45' L422 N 59'32'46" E 25.46' L534 N ='0 ~''58" " W 23.46 L366 S 00 33 06 W 23.38' N 68 ~ 8 E 29.28 ~ i L729 N 40'56 14 E 51.64 ;B' „ d-
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L60 S 83'18'38" W 28.48' L172 ~ S 00'48'18" W 10,44' L424 N 78'05'09" E ' 22.64' L536 N 81'38_' ' 54 W 18.09 L368 S 88 54 31 W 19.24 N 08'05'45" W 46.70' z
L61 S 50'41'21" W 25.22' L173 N 82'29'47" W 18.58' L425 S 36'12'38" E 73.88' ' _537 S 81'04'28" W 20.37' L369 S 50'58'35" W ' 21.29 '4' L620 N 43'24'04" E 24,23' » ' ' ~ L732 S 25 01 40 W S
L62 S 11'04'12" E 7.64' L174 N 83'18'08" W 26.80' L426 S 88'31'34" E 56.83' _538 S 86'54'34 W 18.30' L370 S 65'28'36" ' 9 29.01 a ~ L621 N 59'01 01 W 87.67 L733 S 22'19'53" W ~ i 2.86' Q
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L64 N 65'46'37" E 44.28' L176 S 80'12'44" W ~ 41.56' L428 N 23'42'10" E 34.61' ~5µ0 S 79'S~'02" E 15.98' L372 S 0 ' _ 1 39 22 E 33.16 S 28 23 12 W 22.00' W 6 L624 N 73'49' 15" W 16.02' ~ ~
L65 N 85'14'40" E 27.34' L177 N 88'42'11" W 41.71' L429 N 39'09'34" E 38.85 I '_54` S 5C'3''48 W 21.61' L373 S 1 ' ' 3 23 18 E 20.26 L736 S 39 37 07 W 31.48' . m 6' L625 N 17'49'33" W 28.67' L737 N 4' N
L66 S 83'51'49" E 23.11' L178 N 50' 16' 13" W 30.03' L430 N 86'52'39" E 33.58 '_542 S 8C'04' 15 W 20.77' L374 S 1 ' 5 09 10 E 34.09 020'11" W 7.11' O 9 L626 S 50'38'33" W 32.7 '
L67 S 25'12'22" E 24.84' L179 N 19'48'10" W 27.58' L431 S 70'32'20" E 41.65' L543 S 73'36'07" W 27.01' L375 S 02'11'07" E 47.49 9 L738 N 23 52 12 W 33.48' g' ~ L627 N 8723 59 W 51.78' ' Q
L68 S 24°16'37" E 9.05' L180 S 70'32'45" W 29.41' L432 S 53'27'27" W 49.23' L544 S "5°40'56" W 30.07' L376 S 06' 7' 5 34 E 39.40 L739 N 13 04 34 W 30.36' W 0' L628 S 55'05'09" W 53.10' U4C N 31'0 ' '
L69 S 81°21'20" E 29.39' L181 S 85'00'56" W 60.38` L433 S 39'28'48" W 62.41' L545 N 89'22'20" W ' „ , „ 47.65 L377 S 00' 13 05 E 16.26 0 04 E 19.51 z 6' L629 S 59'07'29" W 61.08' L741 N '1 '
L70 N 88 38 59 E 19.94 L182 S 58'23 25 W 35,41 L434 S 47 14 04 W 38.16' L546 N 43'06'26" W 27.99' L378 S 13'27'10" E ' 38.89 39 0 57 E 42.56 9' L630 S 85'08'47" W 45.14' L742 '
L71 S 64°51'14" W 26.00' L183 S 5708'40" W 23.92' L435 S 01'49'42" W 22.61' L547 N 85'' 7'06" W 28.54' L379 ' S 45 25 53 E 19.88 N 51 07 23 E 24,36 8' L631 N 07'39'52" E 44.65' L743 °
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L73 S 76°13'49" W 25.83' L185 N 6745'02" W 36.31' L437 S 16'57'50" E 29.65' L549 S 57'03'43" W 19,22' L381 S 34'1 '4 " ' 5 6 E 26.36 E 35.23' 6' L633 N 73' 10'01 " W 35.58' L745 N 7 ° '
L74 S 67'51'07" W 26.57' L186 N 68'40'07" W 28.89' L438 S 75'37'34" W 72.62' L550 S 77'40'01" E 28.40' L382 S 15'22'20" ' W 11.62 41504 E 21.31 Q 2' L634 N 86'14'52" W 27.39' L746 S '
L75 S 33°53'46" W 23.21' L187 S 88'43'47" W 43.55' L439 S 44'50'33" W 36.07' L551 S 3"'06'46" W 17.04' L383 N 52'15'37" E ' 44.44 34 50 54 E 16.47 Z 4' L635 S 13'36'54" W 33.55' L747 S 7° H
U6 S 24°51'17" E 33.33' L188 N 65°21'48" W 37.04' L440 S 48'47'49" W 37.25' L552 S 64'09'51" W 31,90' L384 S ' 6810 21 E 28.68 2 20 51 E 12.47 ~ J 8' L636 S 05'26'26" W 5824' U4 '
L77 S 33°02'05" E 20.24' L189 S 61'18'33" W 38.54' L441 S 68'31'37" W 27.04' L553 S 09'19'00" W 18.44' L385 N 71'27'03" ' E 25.32 8 N 01 52 17 W 23.40 Q 2' - „ L637 S 21' 14 07 E 53.39' L749 N "
U8 S 51'28'24" E 31.22' L190 S 01'17'07" W 29.78' L442 S 06'04'16" W 61.21' ' L 554 S 52'5`x'41" W 21.08' L386 S 65'15'57" ' E 32.83 64 47 01 W g•92' ~ 3~ L638 S 08°45'47" E 112.46' L750 Q
L79 N 33'56'01" E 16.61' L191 S 02'02'11" W 11.14' L443 S 05'49'57" E 36.72' L 555 S 0'..'26'45 E 10.33 L387 S 71'11'14" E „ 21.86 N 29 35 29 E 19.14 6' L639 S 3743'20" W 45.38' L751 S U W
L80 N 18'07 12 E 32.52 L192 S 7733 22 W 29.88 L444 S 02'01'52" W 18.01' ! L556 S 1546'4 " " , „ 0 E 15.28 L388 S 28'29 56 E 21.05' 84'12'44" E 14,25' 5~ L640 S 06'41'09" W 44.77' L75 2 N 59 57 11 O Z
L81 N 64 07 46 E 25,97 L193 S 47 28 52 W 20,17 L445 S 20 12 51 W 15.32 I L 557 S 56' ` 9'50" W 15.29' L389 S 21'55'07" E 19.25 E 27.27 5' L641 S 15'49'23" E 39,13' ~ ~ L753 N 01 01 44 E 17.52'
L82 N 64°22'27" E 23.20' L194 N 80'22' 17" W 32.69' L446 S 6728'22" E 5.83' 1558 S 78'29'41 " W 27.54' L390 S 76'03'01 " E ' 34.03 3' L642 S 13'33'10" W 65.19' L754 ~ N 23'59'26" E 29.21' p
L83 N 03°47'46" E 22.06' L195 N 30'20'03" W 22.15' L447 N 81'23'08" E 24.98' i ~~559 S 2547'12" W 16.08' L391 N 59'24'27" _ E 35.46 6' L643 S 1756'03" W ' ~ (n 54.71 L755 N 55 44 15 E 34.52' Z
L84 N 34'00'29" E 20.41' L196 N 51'27'16" W 29.99' L448 N 80'23'57" E 26.18' ~ X560 S 45'C2'S7" W 18.29' L392 N 11' 59 30 E 37.85 L85 N 84°34'39" E 21.05' L197 S 60'38'27" W 27.67' L449 S 4755'47" E 31.00' ~ L281 S 66'51'08" W ' 5' L644 S 14'21'28" W 41.90' L756 ' N 131915 E 23.12 (n
23.02 L393 N 07 51 58 W 23.04 L86 S 74'06'51" E 52.02' L198 ~ S 23°02'46" W 25.92' L450 N 4720'17" E 11.78' ~ L282 N 83'35'54" W 32.67' L394 N 0 ' ' 4' L645 S 19 28 54 W 39.40' U57 ' N 34 01 46 E 17.71
3 01 45 W 24.12 L87 S 65'07'26" E 60.33' L199 S 61'08'43" W 28.14' L 451 N 70'03'43" E 51.24' L283 N 87°26'37" W 46.12' L395 N 51°33'50" W ' 2' L646 N 85'07'06" W 18.52' 7 ' L 58 N 10 02 11 W 22,60 F° z
21.58 L88 S 64°09'51 " E 23.91' L200 ~ S 5729'40" W 23.49' L452 N 23'56'44" E 29.38' ~ L284 S 76°43'27° W 19.24' L396 S 7 ' ' B' L647 N 35'11'46" W 28.02' L759 ~ „ N 28 34 57 W 21.33
5 57 06 W 18.66 L89 N 64'03'42" E 9.39' L201 S 01'04'37" E 37.50' L453 N 22'55'20" E 21.22' ~ '_285 N 73°31'24 W 21,39 L397 S 63' 7' ' j' L648 N 17 ~ 1 03 E 41.63 L76 ' ~ 0 N 22 23 16 W 15.55
0 35 W 20.78 L90 S 46'14'29" E 32.70' L202 S 36'36'36" W 33.17' L454 N 12'20'38" W 22.64' ! L286 N 64'40'41" W 35.46' L398 N ' 3' L649 N 05'48'54" ~ » ~ W W 53,56 U61 S 59 04 53 W 26.02 U f -
11 44 21 W 77.43 L91 S 42°19'14" E 35.86' L203 S 00'04'08" W 46.22' L455 N 68'41'32" E 25.20' L 287 N 74'31'32" W 5 ' 3' L650 N 33'21'52" W 34.04' U ' 62 S 02 11 08 E 44.09 O LU
, 1.82 L399 N 46 12 54 W 27.42 L92 S 33 13 33 E 37.73 L204 S 24°13 47 E 27,23 L456 N 73 25 26 E 18.72 ~~288 N 73'16 06 W 25.08' L400 N 42'44'08" W ' ~ L651 N 19'18'04" E 40.24' L763 ~ S 100739 W 14.17 W
15.16 L93 S 68'11'17" E 28.57' L205 S 32'14'17" E 30.08' L457 N 83'21'43" E 52.40' X289 N 11°00'49" E 13.81' L401 N 6 ' ' L652 N 49'30'32" E 25.11' 7 ' L 64 N 49 18 01 W 9.27 ~
6 27 06 W 36.14 L94 S 50'50'44" E 26.84' L206 ~ S 12°36'51 " E 21.59' L458 S 11'55'57" E 49.86' ~ _290 N 20°46'47" W 12.79' L402 N ' L653 S 18'04'03" E 31.35' L765 W N 11 56 44 W 56.11
56 15 23 W 40.34 L95 S 64'29'16" E 32.13' L207 S 22'48'25" W 40.58' L459 S 0704'03" E 27,10 X291 N 72'04'39 W 33.88' L403 ' L654 S 04'22'37" W 22.35' L766 ~ N 05 15 43 W 34.08 p~
N 11 53 31 W 33,42 L96 S 62'00'51" E 27.50' L208 N 68'05'52" W 59.33' L460 S 68'18'45" E 47.00' 292 N 49°45'46 E 27.02 L404 N 2 ' ' L655 N 51'2 O 0 40 E 17.48 L767 N 01°25'19" W 37.12 Q
5 52 29 W 23.40 L97 S 65°56'44" E 27.28' L209 ~ N 78'44'28" W 25.63' L461 N 79'11'53" E 27.69' _293 N 54'51'57" E 41.0$' L405 ' L656 N 27' 19'06" E 30.26' L768 U S 51 29 36 E 14.32
N O1 44 26 E 59.41 L98 S 81'11'04" E 21.94' L21 ~ ~ N 26'52'32" W 17.45' L462 S 83'39'39" E 50.51' ~ _294 N 24°29'32 E 9,88 L406 N ' L657 N 13'16'25" E 46.13' L76 " 9 S 89 41 50 E 36.05'
26 49 46 E 24.13 L99 S 71°22'51" E 23.69' L21'. ~ N 63'57'27" W 13.49' L463 S 64'37'40" E 51.64' 295 N 24°05'56" E 32.67' L407 " 3' L658 N 01'08'54" W 28.19' L770 " „ S 84 04 32 E 27.72'
N 11 33 59 E 45.13 L100 S 5747'13" E 21.97' L212 S 40'40'41" W 14.93' L464 N 01'41'17" E 19.22' _296 N 05'15'06" W 8.91' L4 ' 3 L659 N 33 37 52 W 69.86 L771 S 39°10'22" E ' 11.56
08 S 59 14 22 E 32.72 L 101 S 45' 12'28" E 37.25' L213 I N 72' 14' 11 " W 22.90' L465 N 83'54' 16" i 7 ~ ° E 21,58 ~29 N 38 01 52 W 19.15 L 409 N 38 30 39 E 42.62' - L660 N 62'49'00 W 33.49' L772 S 3706'22" E 16.70' PROJECT NO:
L102 S 540348 E 17,62 L214 ' N 76'2632 W 22,84 L466 S 80'27'11" E 43.89' '~~298 N 20'13'41" W 10.87' L410 S 4 ' ' L661 S 57'03'34" W 40.91' L773 N 64'04'16" E 17.38'
1 23 47 E 37.43 L103 S 25'34'55" W 15.61' L2' S N 49'24'27" W 16,23' L467 N 48'25'25" E 32.64' _299 N 64'20'07" W ° i , _ 13.07 L411 S 89 19 38 E 23.67 L662 N 8723'50" W 36.50' » ~ DATE: 12/15/05 L774 N 321918 E 16,51
L104 S 49 56 56 W 19.02 L2 6 N 78'59 16 W 29.53 L468 S 88 48 59 E 49.33 '~3C0 S 65°10 47 W 9.79' L412 N 56'13'55" E ' L663 N 71'56'21 " W 68.73' L775 SURVEYED BY: B. HARRELL N 79 44 07 E 19.92'
L105 S 86°27'34„ W 1 1 ~ 1 7' ~ „ 28.01 6.54 L2 N 0 5 55 W 16.71 L469 N 57 03 13 E 36.59 1301 N 39°49 ?_7 W 22.14 L413 N 13'21 37 W 71 I ~ L664 S 48'38'34" W 46.15' L776 DRAWN BY: S. BAKER S 87 01 13 E 19.63'
L106 N 63'37'32" W 32.40' 18 N 1 '3 ' ~ ~ .56 L2 8 2 32 E 21.42 L470 N 24 32 52 E 37.08 X302 N 39°23 48 W 17.63 L414 N 12 33 31 W 64. ' L665 S 23'31'55" E 35.56' I L777 N CHECKED BY• 89 41 51 E 21.94 C. HUDDLE
_48 L107 S 38'31'27" W 54.16' L219 ! N 00'47'42" W 38.68' L471 N 33'46'57" E 23.73' x:.303 N " 77 39 15 W 24.19 L415 N 03 45 39 E 17.88 3' L666 S 43'07'02" E 30.38' L778 N 1' ' 59 4 49 E 17.48 APPROVED BY: C. HUDDLE
uu 5 iy~i y w ~5.~~ L21~ N u8 S S6, E 28.47, L472 N 15'54'25" E 31.98' -304 S 70'15'48" W 26.19' L416 N 12'53'25" W 15.14' *~•Ul) a iy N Ju 4u 0y t Zu.Sy SCALE N/A
L109 S 34* 35'1 ~1E 18.39 L22' N 07'06 25 W 32.46 L473 S 65'33'30" E 33.13' -305 S 50°53'22" W 48.23' L417 S 62 20'0 9 E 7.00' L668 S 39'24'41 " W 33.82' L780 N 51-12'38 W 33.84 DRAWING NO.:
L110 S 70 08 14 E 24.55 L222 N 43* 1 6'21 W 14.76 L474 N 81-18'23" E 18.98 L306 S 78 30 09 W 45.39' L418 S 06'59'17" W 11.65' X669 S 22'26'50" W 37.96' L781 ' " N 7756 39 W 31.57
L111 S 70'08'47" E 20.30' L223 N 01"5'09" E 12.38' L475 N 16'21'21" W 27.75' L307 S 42°51'19" W 31.54' L419 S 08 46 54" E 32.73' X670 S 35'46'02" W 30.04' L78 SHEET 2 OF 2 2 N 85`51'25" W 46.24
L112 S 32'44'17" W 23.62' L224 N 0TO2'54" W 23.74' L476 N 13'10'26" W 26.34' L308 S 05°46'13" E 671 S 59'39'44" W 26.76' L78 " 3 S 69 50 14 W 29,32
_ 24.46 L420 S 13 40 46" E 87.34' ~X672 S 56'46'46" W 40.67' L784 S 70-18'40" W 20.45

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a ~ ~ e . V ~ G a b ,o. ~ A ~ o; Z PROJECT NO:
'L' O '~~l rF 5 DATE: 12/15/0
SURVEYED BY: B. HARRELL
~ ~ ~ lll~ El.l DRAWN $Y: S. BAKER
+.0 ~ .3 ~ CHECKED BY: J. HUDDLE
~ I~ , W
APPROVED BY: J. MUDULk
SCALE: 1° = 150'
DRAWING NO.:
NOTE: HM: HM: u" SHEET 1 OF 2
BOUNDARY SURVEY INFORMATION l3jL
OBTAINED FROM SURVEY CONDUCTED CP=9
BY ARTHUR R. DENNING.

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White Oak Township, Carteret OWNER /DEVELOPER (APPLICANT): ret County, NC
SHEET INDEX
COVER SHEET
EXISTING CONDITfONS CAI
OVERALL PRELIMINARYPLAT CP2
Bogue Watch LLC EAST ENLARGEMENT PLAN CP3
SSII Capital Center Drive WEST ENLARGEMENT PLAN CP4
STREET SECTIONS DETAILS CPS
Suite IOS
PIER AND BOARDWALK DETAILS CP6
Raleigh, North Carolina 27606 WETLAND CROSSING DETAILS CP7
BRIDGE PLf1NS L'I'8
919-256-1981
919-256-1982 WETLf1NDS SURVEY CP9
EROSION CONTROL EC2
kcorkumC~landquestdevelopment.com Vicinity Marv STORM DRAINAGE SD2
rjacksonC~coastalgroupllc. com STORM DRAINAGE SD4
WATER AND SEWER LAYOUT WSI
WATER AND SEWER LAYOUT WS2
CONSULTANTS: BOUNDARYSURVEY 001
landscape archrtect/planner ~ ~r~ ~ COASTAL WETLANDS & MHW LINES_ CVR
COASTAL WETLANDS & MHW LINES_ 002
's Architects, PLLC ' / ~ " jDav~ , - k COASTAL WETLANDS & MHW LINES. 003
SI D Glenwood Avenge, Suite 20l , ~ , a/ r t _.t:, ; , COASTAL WETLANDS & rNHW LINES_ 004
COASTAL WETLANDS & MHWLINES_ 005
Raleigh, North Carolina 27603 P
9I9-83S-1SDO f - , ~
919-83S-ISIO (fax) ~,l t~
markhC~jdavisarchitects.com ~ P
Date Submitted.• July 21, 2006
engineer/surveyor \
Revisions:
Caro]ina Engineers
2500 Highway 70, East NTS
P.O. Box IS78
New Bern, NC28S63
252-633-2424
ZSZ-633-1370 (fax)
chuddle~a traderconstrcrcdon.com
engineer
Milone & MacBroom
SSl l Capital Center Drive
a Suite 106
Raleigh, NC 27606
919-854-4373
~ 919-SS4-4393 (faY)
N reuben jCa miloneandmacbroom. com
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