20060334 Ver 1_COMPLETE FILE_20060228

O?O? W AT ?qQG
?J
r

Riverside Properties, LLC
Attn: Mr. Ross Beebe
309 Middle Street
New Bern, NC 28560
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
April 27, 2006
Subject Property: Richland Landing Sections 1 & 2
Betty Creek [030307, 29-33-11-6, Sa, HWQ, NSW]
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0334
Beaufort County
Authorization Certificate per the Tar-Pamlico River Buffer Protection Rules (15A NCAC 2B .0259)
with Additional Conditions
Dear Mr. Beebe:
You have our authorization, in accordance with the attached conditions and those listed below, to place
fill within or otherwise impact 3,357 square feet (ftz) of Zone 2 of the protected riparian buffers for the
purpose of constructing the roadways and driveways to provide access to the above mention property, as
described within your application dated February 24, 2006, and received by the N.C. Division of Water
Quality (DWQ) on February 28, 2006 with additional information received on March 9, 2006. In
addition, you should obtain or otherwise comply with any other required federal, state or local permits
before you go ahead with your project including (but not limited to) Erosion and Sediment Control, Non-
discharge regulations.
This authorization is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the property is
sold, the new owner must be given a copy of this authorization and authorization letter and is thereby
responsible for complying with all conditions. This authorization requires you to follow the conditions
listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other- specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
r_- I Amount Approved (Units) Plan Location or Reference
Zone 2 3,357 ft PCN page 12 of 13
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
401 Wetlands Certification Unit
1650 Mail Service Center, Ralegh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
No One
Carolina
Nhrrally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Riverside Properties, LLC
Page 2 of 3
April 27, 2006
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
3. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive
velocities through the protected stream buffers and will not re-concentrate before discharging into the
stream as identified within 15A NCAC 213 .0259(5).
4. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
C. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
5. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
Division of Land Resources has released the project;
6. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A NCAC
2B.0233 and GC 3404;
7. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained protective buffers in
order to assure compliance for future buffer impact. These mechanisms shall be put in place prior
to impacting any wetlands, waters and/or buffers approved for impact under this Authorization
Certificate. A sample deed notification can be downloaded from the 401/Wetlands Unit web site
at: http://l12o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be
modified as appropriate to suit to this project.
8. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Riverside Properties, LLC
Page 3 of 3
April 27, 2006
Any disputes over determinations regarding this Authorization Certificate (associated with the
approved buffer impacts) shall be referred in writing to the Director for a decision. The
Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B. This
Authorization Certificate shall expire five (5) years from the date of this letter.
This letter completes the review of the "No Practical Alternatives" determination under 15A NCAC 213
.0259. If you have any questions or would like a copy of the buffer rules, please call Amy Chapman at
[phone] or Kyle Barnes at [phone]. This letter does not authorize any impacts to either
Waters of the United States or Waters of the State. Please contact the US Army Corps of Engineers
(USACE) or NC Division of Water Quality (DWQ) if any impacts are proposed to either of these waters.
Sincerely,
Alan W. Klimek, P.E.
AWK/asc
Enclosures: Certificate of Completion
cc: USACE Washington Regulatory Field Office
Kyle Barnes, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
The East Group, P.A.; Attn: Howard Nichols; 324 South Evans St; Greenville, NC 27858
Filename: 060334RichlandLanding(Beaufort)TPBR
reviews
1 of 1
Subject: reviews
From: Kyle Barnes <[e-mail]>
Date: Mon, 17 Apr 2006 11:36:54 -0400
To: Ian McMillan <[e-mail]>
If there is another format that you would like or additions to this one please let
me know. Here are a couple of reviews that can go out.
06-0552 Clay Willis Chowan 3/31/2006
not need written concur./ RO has it's copy
04/03/06 NW 18 Does
06-0334 Richlands Subdivision Beaufort
Buffer Approval Issue normal conditions
KB
3/14/2006 04/17/06
4/17/2006 11:42 AM
Triage Check List
?. Z
Date: Sl b b ? Project Name: U
DWQ#: -- ?3 3
County: v
To: ? ARO Kevin Barnett WaRO Kyle Barnes
? FRO Ken Averitte ? WiRO Noelle Lutheran/Joanne Steenhuis
? MRO Alan Johnson/Barry Love ? WSRO Daryl Lamb
? RRO Eric Kul
From:
-- Telephone : (919)
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
O?O? W AT ?
p ?
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
March 1, 2006
Beaufort County
DWQ 06-0334
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Riverside Properties LLC
Attn: Ross Beebe
309 Middle Street
New Bern, NC 28560
Subject Property: Richland Landing Sections 1 & 2
Dear Mr. Beebe:
On February 28, 2005 the Wetlands/401 Unit of the Division of Water Quality received your application the project called
Richland Landing. The permit application was marked for approval for Riparian or Watershed Buffer only, which would
not require a fee; however, on page 8 of the application it reflected 140 LF of impact to Betty Creek. Based on the prepared
information, your project has been placed on hold for the following reason:
1. Lack of permit application fee for noted stream impact
Please note that beginning January 1, 1999, the N.C. General Assembly passed legislation requiring payment of a fee for all
401 applications. The fee for applications is $200 for projects impacting less than an acre of wetland and less than 150
linear feet of streams. For projects impacting one or more acres of wetland or 150 or more feet of streams, the fee is $475.
In order for DWQ to begin review and process your request, you must send a check in the appropriate amount made payable
to the N.C. Division of Water Quality. Please reference the above DWQ # in all future correspondence.
If you have any questions, please contact Ian McMillan or me in the Central Office in Raleigh at [phone].
Si?cerely,
C ndi Karoly
CKB/ jd
cc: Howard Nichols, The East Group PA, 324 South Evans Street, Greenville, NC 27858
File Copy
Central Files
06-0334 Richland Landing(/Beaufort)_Hold for Fee
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (httn'//h2o.enr.state.ne.us/ncwetlands)
Customer Scrvice #: 1-877-623-6748
0A
NMENR
FaVEW195
MAR 9 2006
March 8, 2006
Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
DENR - WATER QUALITY
WETIA O AND STORIMATER ERANCH
RE: DWQ 06-0334
Richland Landing Subdivision
Aurora, NC
Dear Ms. Cyndi Karoly:

Corporate Office
PO Box 7305
324 S Evans St
Greenville
NC 27835
www.eastgroup.com
TO 252.758.3746
Fax [phone]
We are in receipt of your letter to Mr. Ross Beebe of Clear Water Marketing dated
03/01/2006. In this letter you state that the Pre-Construction Notification (PCN)
Application Form for the Richland Landing Subdivision in Beaufort County has been
placed on hold. As stated on page one of the application, approval is only sought for the
Riparian or Watershed Buffer Rules, which does not require a fee. It was in error that
Page 8 stated that 140 LF of stream would be impacted. Enclosed are 7 copies of Page
8 that show the correct information (the stream impact information has been deleted).
Please replace Page 8 in the previously received application with the corrected Page 8.
Thank you for your assistance.
If you have any questions or need any further information, please contact me as soon as
possible. Thank you.
S' cerely,
OS -?
ristina L. Smith
The East Group, PA
Enclosures
ENGINEERING
ARCHITECTURE
SURVEYING
TECHNOLOGY
fem. r r i
PSI
q; [11 U
Since 1975, servicing clients worldwide
03/08/2008 13 53 FAX
`o??F wnrF,?oc
7
? r
O ?
Alan W. Klimek, P.13, Director
Division of Water Quality
March 1, 2006
Beaufort County
DWQ 06-0334
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Riverside Properties LLC
Attn: Ross Beebe
309 Middle Street
New Bern, NC 28560
Subject Property: Richland Landing Sections 1 & 2
Dear Mr. Beebe:
On February 28, 2005 the Wetlands/401 Unit of the Division of Water Quality received your application the project called
Richland Landing. The permit application was marked for approval for Riparian or Watershed Buffer only, which would
not require a fee; however, on page 8 of the application it reflected 140 LF of impact to Betty Creek. Based on the prepared
information, your project has been placed on hold for the following reason:
1. Lack of permit application fee for noted stream impact
Please note that beginning January 1, 1999, the N.C. General Assembly passed legislation requiring payment of a fee for all
401 applications. The fee for applications is $200 for projects impacting less than an acre of wetland and less than 150
linear feet of streams. For projects impacting one or more acres of wetland or 150 or more feet of streams, the fee i9 $475.
In order for DWQ to begin review and process your request, you must send a check in the appropriate amount made payable
to the N.C. Division of Water Quality, Please reference the above DWQ # in all future correspondence.
If you have any questions, please contact Ian McMillan or me in the Central Office in Raleigh at [phone].
Sincerely,
C ndi KaroIy
CKB/lid
cc: Howard Nichols, The East Group PA, 324 South Evans Street, Greenville, NC 27858
File Copy
Central Files
06-0334 Richland Landing(/Beaufon) Hold for Fee
N. C. Division of water Quality, 401 Wetlands Certification Unit, N NR
1650 Mail service Center, Raleigh, NC 27699-1650 (Mailing Address) LAUf i t Den n 1 SO A
,---U2,1 Crabirse 131vd., Raleigh, NC 27604.226aJLacaliaa
(919) 733-T783 (-plsonr),-919=733;6893-(fax), (hnn!n2o enr.stnte.nc.us/ncwedunds)
Customer Scrvice H; 1-877-623-6748
a 002/002
Michael F. EmIcy, Govcmor
William G. Ross Jr., Secretary
North Caroline Dopartment of Environment and Natural Resources
2006033il
February 27, 2006
Division of Water Quality
401iWetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: Richland Landing Subdivision
Aurora, NC
To Whom It May Concern:
r
L
.? i
PEI
1118[?
Corporate O(ricc
PO Box 7305
324 S Evans St
Greenville
NC 27835
wwweastgroup.com
TO 252.758.3746
Fax [phone]
Please find enclosed 7 copies of the Pre-Construction Notification (PCN) Application Form for the
Richland Landing Subdivision in Beaufort County outside of Aurora, NC. Because this application
is sought solely for Buffer Rules, an application fee is not enclosed. Only Buffer Rule approval is
sought. Thank you.
If you have any questions or need any further information, please contact me as soon as
possible. Thank you.
Sincerely,
Howard Nichols
The East Group, PA
Enclosures 1- 110
ot ctl
?F a ?, g ZOU6
TER QUALITY
dET DEl ?J?DSTGi'r?'ATERBRFJ.Cti
ENGINEERING
ARCHITECTURE
SURVEYING
TECHNOLOGY
Since 1975, servicing clients worldwide
Ut'. \ IlO(' :i IQ c 0 6 e
r._11Y
Office Use Only: Form Version May 2002
j ,
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:
II. Applicant Information
1. Owner/Applicant Information
Name: RWERSIDE PROPERTIES, LLC
Mailing Address: 309 Middle Street
New Bern, NC 28560
Telephone Number: 252-633-2059 Fax Number: 252-633-2792
E-mail Address: rossbeebe(a,earthlink.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: THE EAST GROUP, PA - C/o Howard Nichols, Project Manager
Company Affiliation: Engineering Consultant
Mailing Address: 324 South Evans Street
Greenville, NC 27858
Telephone Number: 252-758-3746 Fax Number: 252-830-3954
E-mail Address: howard.nicholsPeastaroup.com
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: RICHLAND LANDING, Section 1 & 2
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 7503-1324-1
4. Location
County: Beaufort Nearest Town: Aurora, NC
Subdivision name (include phase/lot number): Richland Landing, Sections 1 & 2, Lots 1-29
Directions to site (include road numbers, landmarks, etc.): (See attached Vicinity Map)
5. Site coordinates, if available (UTM or Lat/Long): 35'19'07"/76038'05"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 64.37 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Betty Creek
8. River Basin: Tar-Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Wooded, old Weyerhauser timber farm, some marshlands
adjacent to Betty Creek, adjacent properties consist of some single family homesites and
mostly wooded areas.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used:
Single Family Subdivision consisting of 21 Lots, 2,168 LF of paved roads desim ed to
NCDOT standards w/roadside ditching, drainage swales and public water system. Sewage
disposal will be by individual septic systems as approved by the Beaufort County
Environmental Health Department. Equipment planned to be used will be a dump truck,
motor grader, bull dozer and a backhoe.
11. Explain the purpose of the proposed work: Construct roadways and driveways to provide
access and utilities to proposed single family lots.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, D`'VQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
No past permits have been applied for on this property by the present owner.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
We have completed Erosion & Sedimentation Control Plans/Permits, Stormwater Management
Plans/Permits and Water Distristribution Plans/Permits. We're awaiting the processing of this
permit before we can have the others reviewed. These permits are required for the construction
of the proposed roadways, driveways and utilities to serve the proposed single family
development.
Page 7 of 13
VI. Proposed Impacts to Waters of the United States/Waters of the State
r7 ? , ' r x°1
2000
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Impacts will consist of Zone 2
impacts which will involve grading and placing a stone roadbed within this zone. No None 1
impacts are proposed. No wetlands are proposed to be impacted. Driveways are proposed to
be a 20' wide stone (cabc). Impacts are shown and dimensioned on the attached Stie Plans.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
NA

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, ctc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://wwnv.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif
NA

Page 8 of 13
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly I tifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent d perennial) must be shown on a
delineation map, whether or not impacts are proposed to hese systems. Wetland and stream
evaluation and delineation forms should be included appropriate. Photographs may be
included at the applicant's discretion. If this proposed ' pact is strictly for wetland or stream
mitigation, ' t and describe the impact in Section VIII elow. If additional space is needed for
listing or descr tion, please attach a separate sheet.
1. Provide a writte description of the proposed imp cts: Impacts will consist of Zone 2
impacts which wil 'nvolve grading and lacin stone roadbed within this zone. No None 1
impacts are ro ose No wetlands are ro o d to be impacted. Driveways are proposed to
be a 20' wide stone (ca ). Impacts are show and dimensioned on the attached Stie Plans.
2. Individually list wetland impac below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres L cated within
100- ear Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
NA

* List each impact separately and identify tempor. impacts. Impacts include, but not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. F dams, separately list impacts due to oth structure and flooding.
** 100-Year floodplains are identified through a Federal Emergency Management A ency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain aps. Maps are available through the FEN Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best descri bes w tland to be impacted (e.g., freshwater/saltwate marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if well is isolated (determination of isolation to be made USACE only).
List the total acreage
Total area of wetland
3. Individually list all
mated) of all existing wetlands on the
act proposed:
and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of I act* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
\,lease ntermittent?
specify)
1 Zone 2 parian 140 LF Adj. to Betty Creek NA NA

Page 8 of 13
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps arc available through the USGS at 1-800-358-9616, or online at
www.usQs.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 200 LF (3,357 SF total)
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbod
y
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
NA

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
Page 9 of 13
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The crossing was mandated by the need to gain access to 2.50 acres of highland located directly
on Betty Creek. The developer wanted to offer water frontage on Betty Creek and the only
access point to this particular highland was passage through a narrow finger shaped parcel of
land, less than 100' wide. This created the need to encroach into the 50' riparian buffer as shown
on attached drawings. The impact was designed to be as limited as possible. It contains a 20'
gravel path with a 6' grassed shoulder (a minimum Beaufort Count Zoning Regulation). We
plan to install silt fencing at 30' wide prior to construction. All construction will be contained
within this 30' width. As soon as stone is placed and shoulders are constructed, a seed-mat will
be installed to speed up establishing permanent vegetative cover. Estimated construction time is
approximately 0 days (from start to finish). This area will be cleared and constructed at a
different timing as the rest of the development. This will insure a timely matter of establishing
cover as to prevent contaminated run-off in the adjacent streams.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnngide.htmi.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
Page 10 of 13
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Impacts are below the limits described above that would require mitigation.
Mitigation NOT REQUIRED.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.litm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information: NA
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IY. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
Y. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
Page 11 of 13
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes N No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 3,357 S1710.077 Ae 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Total acreage in development = 43.57 Acres. Existing impervious = 0.00 Acre, Proposed
impervious = 1.13 Acres consisting of new 20' wide stone base roads.
Page 12 of 13

XH. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sewage disposal shall be by individual septic tanks and distribution fields as approved by the
Beaufort County Environmental Health Department.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. ? However, an applicant may .
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g.; draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

a
ApplicantlAgent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
.
"i \.i
?.` I'll 51,
I'1
FFf y

„r ° ? f1Y
T1 L f W'14
?3
?O .0 G
-?
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://wvvw.saw.usace.army.mil/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.mil/wetlands/index.htm, or contact one of the field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 13
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
http://www.saw.usace.army.milhvetlands/nwpfinalFedReg.pdf. Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 13
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality Division of Water Quality State Historic Preservation Office
401 Wetlands Unit Wetlands Restoration Program Department Of Cultural Resources
1650 Mail Service Center 1619 Mail Service Center 4617 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699-1619 Raleigh, NC 276994617
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 13
CAIVIA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 :Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kemersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1 - 4.
Page 4 of 13
4
0
'O
;`?op`ff1S O
"LILY 111 y
SE CATb
MTAL ACRArf 3EU? -1.._13.38 AG (MT1 )
([N , U RN)
A7 WM OF <OR_-.-..._.._._.........-_.a
ae? lAh wal
W GP.AT ui!.af
_ _ ?R M lv^l? T[+4
ml° - ?s?u>?.w
nv'"maa a°iux0..w'su:r's wi;ur E.m.uli
u narys Hu a?u ?wnlm lw vn we Aum
in vs m.R-vn rR mreu wu: xi R
n.a w Is. cm
?.L
r? 8 [ox
YF A(ii?t• O N aMJV ?TU[Ipt I?C'UO]
NR1Jl)Nl D14LLiO R6 RM
TIMAL T•?ZMA'K'C
IMM: Jd
IDF 10'
g.I:ZY?
- KVJt4 Pall Il4
--- Cuu Uf
?_- 1?RP.RJI
R:IIMN
ra
l'l
1 I
1
2IMM IME FOR C TR r.? SPE
THE
EAST
GROUP, P.A.
RICHLAND LANDING
SUBDIVISION
SECTION-1
Composite Plan
AS IgTED pUL
vtt a Ic 3
xcxNSC n
20040333 Co

15 14 M I1 11 10 9 5 7 x 7. 4 7 2 1 ,
A = •l ASyN1 V: _
^^^ _d \? J\.\ N PHASE LINE
?N
50' AC S EASEMENT 'J p A( 9 4 A/Y)
_? r ery / 77 Ar
TOTAL (TOTAL)
a IN M EAaAa ?w..rtbo?c uecl /?
2
xNE EE \\ G \'- \ mr AML ?. Lc? .__._...__.._.__.___1
INEA FEET OF LF
5T(TOTS.._..._..._ .Z2e•
AKAA(FEpTra---._..-.___.AC
\I I 1 I I - t Ywr "a a uvur°s
1
o2/ ? 11 \ \ -?? ' \ / . ` \ \ \ y ? ? Ylu) , 10iA1 MFFFNWS.__.._..1.17 AG (Z6%)
PHASE LINE
?,o• / ,L, wwv? ??? ?, '\ ?, YvrAV+ew va muAeAs
I
xsx 1 Aa.uneiu?a?a mK«iu'aaKwi'?ms
L\ 1. jJ II r REr Mi!? -'Sr ° MA
I ?._,.. 1 er'/'Y'J .?.ti? a ,A. ? .. '+. \ Ei«`t". N'?r?,."araan Nsy ounmvxsrxA+w
Sw KIrMW/ 1 i L •t'
5 M?? {1p1?1-°{ K MMmtS)m? AQ Itx. ? MM?/? •ElOwpf ? LS"°?? 1".iGMU Y
Y /}. j? y ?? 1 1? - - n5 ? Af,.. I $ 'y I y_ y n^rv Axx.`t Arc vSYn wr w.[A?.rSAID
`l/ /, ?1 so EY•uew smu / ' / n-.,'I ^'?^^?`-'? ..?Yw.ums:m.r vst Ye N?
/// ' I I' Jro°a J Sxw r - J. I ^^-^^?v? t °awiu nwx nx°un w.rv
% SY? Nv 1 °
' /' ! (/1 l l\ 1 4 E 1r`rt,na Ew:?:/' y ^'?^'v?^ ?,- ?.mv n Fa
^ .?, \,\ /? ??\ II ?! III ? I ,?zaA ?jmrW ?? ? ? ww n .^te.nerwvY? xavs ua0
e/ •''? y AI\ A?/! I - ` I . rt d an Klsuxo9/ / J ' / axav 1 HNrwm-src-r6Y O
E _ e* r\ ?', .I.\., 1 E I i " ?J y??p,t J Ir °0 \?Id?'•-s9p `'T,4' M/ - E r4ix4 tYEI1 ELt YIDIeY.ONI°O MPYC
i j ,Y ?,t. \I J J! ^-'?? Nwm I` I •?tl xx B?iX 1p J i/ s umet Arwrtmmla nn xK
I?IYAy "J s?eAas
-?.?i. \ ? \ YAnx t 1 Jr I l / ? r / 1 I
4 i c unurtnul,' ?'' •!r/?i?-yll ??! /lir .a'iuKA :? /. IwTw% /' Y(ilAA51Ae: A7nw "m °nASa
i III / ,, 1 pexxu / I I n K (aoiASs / re. / •" 1Er xrsNrt
1 1 1 llr '? 1 r- $ l -` I '1 j ? ua wK
SECTION-1 './ rJ rMW bL
Ill
I arru¢
\ ' 1 NW° //?/ ` 1i I71? I I71`\'. ?Iu1fu931 ?'Jn'pA64Y °IIFx q, f1\ ! MQIl6
s".'rl ? 4' / I 1 ?` fY G P 7 A ?r xAt lr?v. ' ?! W \ -- E "+x
$ YAT% -
!`\__I iCr r 14Sxwl A\?' ! ?5«L ?wJw? / y
01
1 1 0+n 1 YYA M.t YAxsh ?/lrcclcxi\ 1 / -`0 E t.. ''` 1s'uw uc
Wit
- I SnKI?W ?" ?? • ?? I rj I r rtllil? "?- •°d j A'°'ti ,k???°''v ommx) \//V .. _
? O I i 'ILJ- I . ,? n Rg
x ..v. Y 1 t In (rmW \ r J./\•' -\ tyd i x
/4J it ,M„M/ anrKnwl 1 I/ A V ^...
K .n ! 1 asosr I' 1 ? '4 J `A u r
1 (Cwst
C
r
h? A I
?vv 1a°. m. y .? I ,! f VI-,r NCC? I wl?cii / J4 ! /, r n ?V nArA
'ji ;+ - pe0• rPdur • "vrr usJ.u 1 + p
1` I • ?}.? 1 ) ? I r rv K ImrK) ra 1ar
1 1 ?` '? ? n mrt l; .9r.Anh+uKS1 10 I
\ ?? ? / "I? / "a ? ? ? ? (ax-ytt svxc mrtxl' sys? ? I ?) ? ?
?\^M? /?N ! ' 1.? Yro. r ? -; _E"°°? / ?rvcsaw ? ?\ .eK(mrW E
' 1 r'YVr Aez len' sxv[ N a2x' EwAxr • YsiAx Awns a d
/ I?g--..- Jj YV SxntAx " r'F:. ,J ? I?.. YAAt rw E°x E6r •• aNu?"ix. - i ?\., OPEN
gip' ii \ \ I J tw '^a? \! / bb? r- a ? ?\ ' ?" f ? \A?4t 5 P A C E
/?,4 \m pxAx?+4r ??.Y 1a6 rt ? 7 1J 1?(1? r?' i ? nw K fT9sW ?? ,! J - \ tY, `* nn nKa (?riA wsl E
\ NV. -/-- rxT :4' - ANMY N IxPYR MW > \ , ? ,
NN
Ir'???y nauu//
b \` °°•AC (mrW? '•'??' © i
?Y?sh?` 7Lf??T i\ A .8 ??+, /?. nuK s 1 \I b
A.
S/JPRI L b ;I 6 ^ ?Ar A¢.5 I
(SD
,i.?x f_INR Tln? .i I IJ xA¢°"' r.?u rm n ?ar,z p 11
MARSH CREEK LANE. ! '` + I Jii Iva RAW 3 COv[ {7' °I? ayimr ,? Er'ef r• 'O'J , i. i I s A! 1 . lla„°C
CAB - w7K'/mrw .' ' •: '/ /; E
1'•57-G i ,, , I 171rt( LL`.611A[Nfx ° _ / _
/I7 _ AEVSEa AP Au N Ow.wuZ
j / t \ J / i7 Ae.w.w SU1W CI f f I 101111 Awns / y i-'`ti\ i . / 1 1/12/06 um+rrrs v
L,a J r . ' m? I /t A . / Ec wm m?S ,YU r[? r mn o 8/12/95rs E OR casRJOnur 3 e
T +,m ro sse • ro r s r°o-s
re.
W--- ne: K {mrW S/u/55 Rc:E P>i svr0 CVAWAM! xq
\ aNa / 1 ?\,E'll 11 ? ? 1 / O ? %Srl suu Nxu ? i5?"'i '' ??-7-? /' I I/ / w r A.m.
u•`'r' THE
° \ p"xu/ 1 %.? '' 15nKM. msl .IJ L i?ip J - ?i /,? / JQJ ??? °
/ lr-A ua (1x1-Nls SGT48KIIY7 .7) r^ - n.. _n ? ' J A°r5r ?/// C??s '
. y // j' a4 111 I [AmA a tymn> s < EAST
rw
LL/lli ! ' I - ' D x 'r' A, SY / GROUP P.A.
Nmwz
m MITES \ ?I ,I' ` .. * / \,?j
7"AU7 / ?- I I /1 '. I 1 n I € J 3 -- 0--3` 3 n .\ - / \ \ ; a?"r.•ns.'•..'N. :.s..: •rmmsY
f/? ? ' / I ,A. E l .` \ ? ro. av Kl7orw I - Y ! - ?\./ L1 - \
c A? c RICHLAND LANDING ~
r,?
\: SUBDIVISION
77
p.N,s .A wA SECTION - 1
eAVa rnix
.n \ I I ,J I s h I ?p al x7 O IEa• +u Rl,W-d Tawash' Beaufort Ca. NC
I I r I n 9A I n an K (MMTd I Er +E n ueu / sis K (mrW /?,` •••• •u
TALL PINE COURT fd` 60 70 a Ba' - Erosion and Sedimentation
r°60'dI`^i lr n m axo2 .c?+? u a ex xorasc6 1u.a¢ g°x sn^M l r?; i
/ A Contrcl Plan
X%OTED
T
4 _r. - r. .'.,"'-•?- , \ _ SW r 5/70/05 2 OF 5
7-?i t ?•?-c r sar ®s¢ °sai' we urw...w 6q ...+: e _ s . • LY ??' ?i ;.s° V A e
INDIAN ISLAND ROAD - NCSR 1901 ? -? C1
60' RIGHT OF WAY ??' Pa, FlicNlr \ = F _ \ ? ? 20040333
1 s• J 1 1
15 14 13 12 N 10 !- x 7

THIS CERRHES THAT THIS COPY DP THIS PLAT
ACCURATELY DEP CTS THE BOUNDARY OF THE
JURISDICTION OF SECTCN IM OF THE CLEAN WATER
ACT AS DETERU ED BY THE UNUERSGNED CN THIS
DATE UNLESS THERE IS A CHANGE N THE LAW CR
MR PUBUS REg YAT ; THIS EETERNINAIAN OF
SECPON 101 JJRISOICTON UAY BE RELIED UPON FOR A
PERIOD NOT TO EXCEED PRE YEARS TRMI THIS OATS
THIS DET. MNATCN WAS MADE UTWRNG THE 1571
CORPS OFCENNGGINEEERSf1WERANOS DETNEATPV MANUAL
NAME CAA41
TIRE
DATE u(n?amy
{cmcIW1 ID U04 (o171
NOTES
1) WERANOS POINTS WERE PRONCED BY TOTAL
AGAONWIO SFVCES AND WERE NOT FED LOC.ARD
BY THE EAST GROUP.
I) WETLANDS NAPS WERE FONERLY DRS SPRING
CRM( PROPERTY FOR CLEAR WATER VENTURES, LUC
L--- L I
Fla 2
DEf 'k
LEGEND
ERR1 • EXISTING RAILROAD NON
ES EXISRNG IRON STAKE
NPN . NEW PN NAIL
PP . POWER POLE
w/nNW NImA? WRAIM WA0 ? M ouN¢
wn AEW}OW n
THE
EAST.
GROUP, P.A.
.dnIR+WWnnR.AmhifoaI .3u+TWyb g-TmhnalWy
W.>m a1W 6.. W.o... N rNW assn. mmNW pp
PA416I M
RICHLAND LANDING
SECTION I & II
DNWIw M
VIETLANDS MAP
1, • 100 ' SURVEY
YJa IV
11 IT— NBH 02/02/05 -Tin
%UZTI OF 2
oWVm Wu..c xa
?
'?
SU1
200
40333

SPRING CREEK
/IYI ? tou

a
x
VICINITY MAP t
yYl ?:I
NOT TO SCALE
' t 1 /
°
ti
?'
sf J4
r
?.??
a

r• NA
R. "Wl
'
G

1 wf
t ?•W
•P ; ?. ? I
j +W r
w t

'
t Y X P

/
}
y 1.
4 Y c
Y ? Y t i ?"4 5 ?
°?

< +;
.
r, l
I•\ X0.1 ?{ ^c• ..w?.r,.i' LP ??• ` ?! AG
1
}
°I
?
V
•
?
y t 1.
°9• 1
•
?!?! ?
b
"w M
. i r i;
# ?
!

1 rb

• T?
4, ®• . ;
;?:
''. ; ?
?
,

?•h ?-t ?V• T * .\ ?"mob ,(i'+ i

9.1, i ? I y\ 11. 140 '+• 1 A1w ?b

BOBBY R HARRIS and .R1
DONNA L HAAA:S
OB 1272 PG 563
PC 'F' S. '15-3'
PC 'r 0'100-Y

I +Jw ! ,
Toter A ?.ryy?? I ; r ,NW??.,,r
?4.? r'BB'
I
M
?
?
?
•
• ?
r
'
j
"
+
?p
'P
TI . DB 473 PG 142 •3
•?Y
HI {b I

U
01 '
?tW V. Ta.. 4[ kW? u 67
G
K?,,y a TREE .9
l
AW y i ?
# :n / !
5" "
P T
d
7f
1..9T
* ?N. A.
• yP y, y,
-?`!
r
`p
; IF B
HOMPSON an
.
.
6 PG aPWN
U
i@M0'
11 t Ww. ' ''b
W "q
':` •-- •-F'
'?t'V, Ic
1 9 U

VY,w ! WEl1&97 A/lA'C'
! ?M yJj ?£ iy{• v.a•l'\ F
" u
/ V i I . •\
•Q?
°v. ~4 (BY COORDINATE METHOD) *

%
Y v NCSR 1,962
ti
<
_ w
? I BRIM PUBUC /
ISLMNO ROAD ?Nc .TYPICAL)
01
EN
--
p05R 1901 11
T
OF NE C
?a. j (30 ?i
PO
604
-/ °QG?
a
oDa 4q

LEORCE
MA- I-RE
I
' ,
"
°
W
' ?>
77
PG 1z4 124
DB 1011 P
JM '
0
>D

(ME LONE) N 55'5056' E '

I
v
FYI
'

-
w?
?
167.09
i.• uW>T ova A WETWlO AREA 1f
0.027 AG 3 \
PaO0'4

"

W i vA

:
J
JaL
T
''1? UNE TA61E
U,
IFnGM BLARING
le'S 30
]1 4 (BY COORDINATE NEMEO) '0Gl
p
?j
;>
.
?>
A
y.?
'•S
, . o10
9

/ 4
-j ?1Po1
Jki l
\ IN
LP,E TAB LE fN'Jx 'CC' M •AA•
LIE LE101 11^1'111
156] •W
15.79 w
16.10 " w
13.16 N15?9"SIN
N 27.63 '15-W
4651
11.]1 w

3151 < .'°0'W
23.35 U'1y' S

L541
27.1.3
171
W
L542 10.14 <67`4•5;:w
L5U 1A52 N6 ^'' w
L<U 35.2] S7419 1W
L545 24.76 c, '4 4
L546 33.97 573 '
L547
I 326] "°Sw
L513 31.14 4'.7'
443 21.13 a'
L553 12.53
L551 23.n
652
23.17
[1'9w
L553 1019 '<^ ' w
L5 1 3825 17.9w
L555 2152 N6 '
L`_56 3357 NII•Y`iw
1..5) 19.05
L'S1 30.85 N`, '41w
654 MS6 7 "'{
L`60 3034 O3'w
L`61 91.79 •+• 'YIN
1552 3242 N° w
L553 9111 N` 11 E
'
694 37.96 19'1
L595 27,63 ---E
L'EA 35.09 N` /
L567 7823 5 DO'1
L°66 16.31 N'.4 "
1563 31.23
L570 21W 4'W
L571 mDO NI1 1
1572 21.75 ]
L573 28.75
m4 4 u63 w '1
L575 2847 N '
L578 19.00 N '4'
L571 31.11 • Y 'W
L913 1112 '. 4 'W
1579 27.56 NSPU'
680 37.11 ° t'
L581 25.35 8 '11
U81 24.30 ` '
Lyn 36.17
LM4 11.93 ' ' •'F
L5d5 4663 1 '4
L556 22M V4V '
U57 36.w I tw
4538
.
1950
L599 71 N T4,' •W
L51) 2!8 N50`0' 'W
1591 2921 1 'IIw
L532 .7,0.12 7 '1 'W
L593 2136 17775'PYW
L594 2524 N 'Y 6'W
695 3929 N4 W
L596 54.23
L597 4941 +?5•• 'W
1599 2156 8 Y fi'w
L`99 ]1.79 41• W
UVO 31.93 3,25,19,w
1601 2495 ' •W
1602 2958 sini'czV
L603 17.03 S017
1.601 50.15 N 37319'W
4695 37.11 N '41w
L606 2485 N^ 'U W
Lem 2310 x141619
L6C9 2167 +W
L6i9 39621 • 1V
L610 74!6 'W
L6,1 3366 'W
1312 10,57
Llls 41.30 N' YI 'W
1.6'. 53699 N1 '
4615 15.01 N1 '
L513 3104 N T`
L617 41.13
Le16 59.19 ^ ^3 7w
Ll19 32w Na°0 W
L023 27.22 '
L521 2919 N 4 S'r
1_622 29.31 N `6'
LE23 1270 N' 4 5'w
L621 154 14111 '
4623 2851 'I •W
L625 25 a
L627 23.51 5' w
1618 29.7{ W
L529 3402 '• w
L530 34.60 4 '
L631 41.68 4 `O' w
L 332 1749 N1 ' 4•W
L5A 36.11 N1 `'10•W
L631 ISU c •s' •w
1_135 5171 <' O1
4636 31.94 N T
Len 2575 x Yt w
L638 2601 N S4fi' 'W
LS]9 5113 N "fi' 'W
0640 4473 6 w
L641 4.48 ` Y W
L642 2131
1146 58.50 142'n4'! W
L7, 5160 U°
L748 6161 475'4'
U{9 2501 fl 1'w
4150 6717 W
1.151- 17.63 .33-W
4752 3483 7`9'IIw
4753 1801 3""
L751 14.02 1141 '

AIR,

'
27 5' ' 'Hf
?' ??'
TAP .µ.
;F 1253 a' 1a .
.
IE1;M e4AR.uc
11.02 419' 5'W '
3333 = 1 •w THIS MT.r'S THAT THIS COPY OF THIS PLAT
2050 NA Y5Y ACCURATELY CEPICTS THE BOUNDARY OF ME
4142 .33 'V "N , II,SD,CRCN OF SECDCN 404 OF THE CLEM WATER
5110 N3T w ACT AS DE3RN.NED BY THE DNGRSGNED ON MS
NCS w DATE UNLESS MERE 6 A CNAIIGE IN ME LAW OR
5747 <T U" w OUR RU BUSHED REGU.ATO4S. THIS DlTcRNINAT1OH OF
1119

^ BECTON 104 JURISDICTION MAY BE PBUEO UPON FOR A

FIVE YEARS FR CATE
PERIOD NOT TO
ON
S
E
34.04 4 '1 ME
19 7
ON W S MADE V1RI21N
THIS DETRNNAT
3699 1T 4' CORPS OF ENaNEFAS WEDANDS DFLNEATON MANUAL
5111 73'•ow
5910 W
11214 '•'1 ' I

33]1
<•1.4•'1
I 11
_
NAME 'etl-VYp
37,03 c^ '1
S1A 17
' P
nMtf 1 N
iGl
<?

2431 M'
'.•- ..
!
1
.
TILE
-9 N!T4'1 Il112oD5
3631 1,7.6• DATE ll

3115
<+ 1"E 7? C
??y,rn?7
W Wu.1ZJ
29.04 I " ,W
ism '•
3199 4<5.10' 4'W '
2311 < `
uw

BtAI y
W
t NO1EY
2134 N 5 `'1 w ! 1i 1) WETLANDS POINTS WERE PRONGED BY TOTAL
23.14

3404 <'
C?
I AGRONOMIC SERVICES AND WERE NOT FIELD LOCATED

BY ME EAST GROUP.
2117 533,?,49,E I 1 2) WETLANDS NAPS WERE FCRIIERLI' WILD SPRING
205E 51'r<1 3'W CREED( PROPERTY FOR CLEAR WATER VENTURES. LLG
39.7 ^` / w 1
3251 E171,2191
3153 NN
21,31 ° 7'
1 2254
s
1
I 15.56 4
° 1
) SS 20 „1
I 1425 -' •-
2 2419 S?Q'43*32'E 2'E I
5 f 4902 !7" '
.317 4 ;
5 51.52
3 3310
=,TOZ'E I
192] 41 T'W
9 1962 1' w
9 1002 S33-2,.,3rw
0 31.50 1 'W I i
I 26.x1 6 • •w
2 3211
S 2392 '43'
'
4 39
IJ90 T •W
6 2155 520'71'33W
7 1409
9 Y394 N 7YIV ?I
9 2319 + C I
a 2,775 1
1 2247 4'O '
N55
26 50 `
3 29.55 1`11 i
4 10.15 14172 J
5 793 4
6 51.11 • 11 1
7 25.25
'
11-1'417
8 31.49 5O5'<5'15'. 1
17.67 N15'23'2 4 ( LEGEND
39.45
241^1 N 575. 9- I -
ERA • E%ISTNG RNNOAD INON
19
34 5
'419"0"E I EIS . EXI5 Q WON STAKE
.
23.13 ,

•

I' NPK .NEW PK NAIL
PP • POWER POE
rags ,
1 nr I
25.11 0` 4• i
.3591 P' 1
38.13
t4U 10yry9 A4P6AFWD RL.941 M0 w WI1N wW¢ 1
2745
^ 6
wa
awlnn
1239 1• I
29.99 7)1 ;
37 25 c5 9W
119 S55 75'24'W .; E
TH
1962
1110
2163 W
1 w
- °
'1 I .. EAST
2
1 W
SMT '
uu W GROUP
P.A.
;4 ,
11.19 •0 1
1.77 r ' •Sl4ptru1r9W?•JrtAttulun•Slnaylnp•1WRM1w7Ryy
29'5 a 4'33• I Yt$1v L1+.Lw?i At v04ffi19?W4L 9}uYaW!•d
21.74 N7710 WE

'
'
I
PIN[Ll M
5569
21.25 °
1 '11w I
25,45
9'w

.
2177 <4 1'17'
.
? ., RICHLAND LANDING
3316 5
3921 41-1 6 SECTION I & II
25.20 04
25.73 1 i
1941 . 5
c 1 g41g0 M
52.15 1 ) I '
U.7. N 64'W

47.10 N•Y I
0929 YW WETLANDS MAP
4494 rw ? I
1
{ . 1?NA w914w11

1 1' . 100' SURVEY

j wn v wW sTAZw
WBH .02/02/05 sm N4
SHEET 2 OF 2

100 50
ROC •
100;
' o1W1W Wurc n

CkAPNIC SCALE: 1' - 100' !

.... y A/
SUS
20040333

rerraServer Image Courtesy of the USGS Page 1 of 1
Send To Printer Back To TerraServer Change to 11x17 Print Size Shovel Grid Lines Change to Landscape
ZUSGS 2 elan SE of Spring Creeds, North Carolina, United States 01 Jul 1982
i
_-Z JO
-)Hickory Point ?_ -
-? Indian Island
&ead PQini
Fork ?..?
Point 7 •? -^ I
A
Read
Harm? cc
Soutl r Q i r ; .
Creel
_ ?. 1? t7t , ? d d
Cam .t re 4°•t-
??. ? ,??y, ,? ?R?,?K ? ??? • Jam. ,, .
`?•-• / < z.1` :.??-..' i i` 111 D `? t ., Z1 ?•J 1 .
GCS
"41
0' ' 2Knn 0' ' 1mi
Image courtesy of the U.S. Geological Survey
© 2004 Microsoft Corporation. Terms of Use Privacy Statement
http://terraservcr.microsofl.con/PrintImage.aspx?T=2&S=14&Z=18&X=109&Y=1221 &W=2&qs=%7ca... 1/13/2006
k?d At (/
7? r t a? ;t i ? ? ` ;: S ? ? Y 1;? ? Ro t1 4 Ct1
• l)
Ho
}? ?''t ? r ir>r, C V? ?. F12 v ? ._.r r. z ,??,,.. i y' - Ro G? "'/?? tlluL - 1
To 1 ,yo,
' t c 1 rpt Fat.. y: Ro
MIN
Pt .F Z Rp?a \ (1u
c 7 ?) a Cu 1 I i,
rt. I
Cu ?
"At
-TO
.. - ?J? ' 7 _ / ? / _?'• ' C fsQ ?k C f 4-? 1? . 1 - - -mil
Le Al At C --A t
'cu1
AFi pt C'S L ?. t. 1J`/d ?? i r , Gtl.?\t?tltl
A ' -•dA f,t•.?7X.
?' rlr At
l u l j G-??J s, ?t ?l ( u'`Jt
?"?\??\\?// -m
?.. F ! '?! n > {' At '?? ?'•- / "
Ps '' U \ `? F ?_ !r L /1t C?{ AY lnt_;;
Ctl. ` ? ,??? _r / _ _ r( l `,a •.r, .+f,U ?.
r .Tn.' SE
rQ Ss ? 2
_ REEK ?r?.. C. (? ri? tr tor
c ,• ' -. - , rte'- V
1
L
A t !\t .,At,
w cu
?_Is i .
' ? f ?>> J d u J?`,. '• Cr gk ??
rF l U 4 r:_ rr mss cu , ` Y Cu

? l
.
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing ; 0
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:
II. Applicant Information
1. Owner/Applicant Information _ y y
Name: RIVERSIDE PROPERTIES, LLC
Mailing Address: 309 Middle Street
New Bern, NC 28560
Telephone Number: 252-633-2059 Fax Number: 252-633-2792
E-mail Address: rossbeebe(a,earthlink.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: THE EAST GROUP, PA - C/o Howard Nichols, Project Manager
Company Affiliation: Engineering Consultant
Mailing Address: 324 South Evans Street
Greenville NC 27858
Telephone Number: 252-758-3746 Fax Number: 252-830-3954
E-mail Address: howard.nichols(ckast roup.com
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: RICHLAND LANDING, Section 1 & 2
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 7503-1324-19000
4. Location
County: Beaufort Nearest Town: Aurora, NC
Subdivision name (include phase/lot number): Richland Landing, Sections 1 & 2, Lots 1-29
Directions to site (include road numbers, landmarks, etc.): (See attached Vicinity Map)
5. Site coordinates, if available (UTM or Lat/Long): 35°19'07" / 76138'05"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 64.37 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Betty Creek
8. River Basin: Tar-Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Wooded, old Weyerhauser timber farm, some marshlands
adjacent to Betty Creek, adjacent properties consist of some single family homesites and
mostly wooded areas.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used:
Single Family Subdivision consisting of 21 Lots, 2,168 LF of paved roads designed to
NCDOT standards w/roadside ditching, drainage swales and public water system. Sewage
disposal will be by individual septic systems as approved by the Beaufort County
Environmental Health Department. Equipment planned to be used will be a dump truck,
motor grader, bull dozer and a backhoe.
11. Explain the purpose of the proposed work: Construct roadways and driveway to provide
access and utilities to proposed single family lots.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
No past permits have been applied for on this property by the present owner.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
We have completed Erosion & Sedimentation Control Plans/Permits, Stormwater Management
Plans/Permits and Water Distristribution Plans/Permits. We're awaiting the processing of this
permit before we can have the others reviewed. These permits are required for the construction
of the proposed roadways, driveways and utilities to serve the proposed single family
development.
Page 7 of 13
VI. Proposed Impacts to Waters of the United States/Waters of the Stafn .?;

fr
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts( to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Impacts will consist of Zone 2
impacts which will involve grading and placing a stone roadbed within this zone. No None 1
impacts are proposed. No wetlands are proposed to be impacted. Driveways are proposed to
be a 20' wide stone (cabc). Impacts are shown and dimensioned on the attached Stie Plans.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
NA

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains arc identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://Nvww.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif
NA

Page 8 of 13
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine delineate and snap all impacts to
wetlands, open water, and stream channels associated with he project. The applicant must also
provide justification for these impacts in Section VII bel w. All proposed impacts, permanent
and temporary, must be listed herein, and must be clear y identifiable on an accompanying site
plan. All wetlands and waters, and all streams (interm. tent and perennial) must be shown on a
delineation map, whether or not impacts are propose to these systems. Wetland and stream
evaluation and delineation forms should be inclu d as appropriate. Photographs may be
included at the applicant's discretion. If this prop ed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section III below. If additional space is needed for
listing(or description, please attach a separate she .
1. Prove a written description of the prop
impacts: Impacts will consist of Zone 2
ng a stone roadbed within this zone. No None 1
impacts a proposed. No wetlands are I)fooposed to be impacted. Driveways are proposed to
be a 20' wi stone (cabc). Impacts are sthown and dimensioned on the attached Stie Plans.
2. Individually list we"qand impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
pact
a es Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
NA
N

List each impact separately and identify emporary impacts. Impacts elude, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/draiin etc. For dams, separately list i acts due to both structure and flooding.
** 100-Year floodplains are identified t ough the Federal Emergency agement Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local fl 'plain maps. Maps are available tou the FEMA Map Service Center at 1-800-358-9616, or
online at http:/hvwNv.fema.gov.
*** List a wetland type that best dcs nbcs wetland to be impacted (c.g., freshw
Carolina Bay, bog, etc.) Indicate . wetland is isolated (determination of isolation
List the total
Total area of
(estimated) of all existing wetlands
impact proposed:
3. Individually ?st all intermittent and perennial stream impacts
Stream Impact Length of Average Width Perennial or
Site Number T e of Impact* Impact Stream Name** of Stream\ Intermittent?
indicate on ma linear feet Before I acY, (pleas secif
1 one 2 Riparian 140 LF Adj. to Betty Creek NA NA

twater marsh, forested wetland, beaver pond,
made by USACE only).
the property:
Page 8 of 13
k List each impact scnarately and identifv temnorarv impacts. Impacts include. but are not limited to: culverts and associated rin-ran_
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.Qov. Several interact sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.ma}guest.com) etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 200 LF (3,357 SF total
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name Waterbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
NA

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
Page 9 of 13
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The crossing was mandated by the need to gain access to 2.50 acres of highland located directly
on Betty Creek. The developer wanted to offer water frontage on Betty Creek and the only
access point to this particular highland was passage through a narrow finger shaped parcel of
land, less than 100' wide. This created the need to encroach into the 50' riparian buffer as shown
on attached drawings. The impact was designed to be as limited as possible. It contains a 20'
gravel path with a 6' grassed shoulder (a minimum Beaufort County Zoning Regulation). We
plan to install silt fencing at 30' wide prior to construction. All construction will be contained
within this 30' width. As soon as stone is placed and shoulders are constructed, a seed-mat will
be installed to speed up establishing permanent vegetative cover. Estimated construction time is
approximately 10 days (from start to finish). This area will be cleared and constricted at a
different timing as the rest of the development. This will insure a timely matter of establishing,
cover as to prevent contaminated run-off in the adjacent streams.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetiands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
Page 10 of 13
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Tmpacts are below the limits described above that would require mitigation.
Mitigation NOT REQUIRED.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information: NA
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
LX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No N
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No N
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
Y. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
Page 11 of 13
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify, )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 3,357 SF/0.077 Ac 1.5
Total
Lone 1 extends out 3U teet perpendicular trom near bank of channel; Gone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Total acreage in development = 43.57 Acres. Existing impervious = 0.00 Acre, Proposed
impervious = 1.13 Acres consisting of new 20' wide stone base roads.
Page 12 of 13
MI. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sewage disposal shall be by individual septic tanks and distribution fields as approved bathe
Beaufort County Environmental Health Department.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. ? However, an applicant may .
choose to list constraints associated with construction or sequencing that may impose limits on t
work schedules (e.g.; draw-down schedules for lakes, dates associated with Endangered and !
Threatened Species, accessibility problems, or other issues outside of the applicant's control). '
NA
of '
,2-2V-o
i
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
( 1? 0 v V

J _.

QG
Pre-Construction Notifeation (PCN) Application Form
j
1*1c
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://ww,vv.saw.usace.army.mil/Nvetiands/Penn app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://wNvw.saNv.usace.artny.mil/wetlands/index.htm, or contact one of the field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://112o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 13
Coastal Area Management Act (LAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
http://wNvw.saw.usace.army.mi]/wetlands/nMfinalFedReg.pdf. Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of 5200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 13
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimmns *Croatan Nati onal Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality Division of Water Quality
401 Wetlands Unit Wetlands Restoration Program
1650 Mail Service Center 1619 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699-1619
Telephone: [phone] Telephone: [phone]
Fax: [phone] Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Page 3 of 13
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE S. PLEASE DO NOT SUBMIT PAGES 1 - 4.
Page 4 of 13

i 11 'P N"
. ""0 4110( x/13,
""Wxuo,??l
$TQA'X
MT& ACREACE MORON-L-4151! AO (MT&]
(F,-g E. R/W)
XO W Of lO1S.__..-?_.-...._..._...17
F`tiil X ^fi
Tb vml Ta; E. any ru ?tAy
m i? 2 +n Ms.?a' W o w?1uaE a
NXAiba fnl E /Wgil W N ?liun J N PJ?ER
T?Wt?vm W ?? M1<wu9
W NPJ[?R Yftt
?M>MiNedRH E+r
??IP++n?9}LT'f iSY? x6f
W?WarTJI WTiuv(r YutrM1 M?Mw£ 1mYUR
4 MMC NAX nL? YONa?lsm ?x?Rt Ta uA0
aac Aga cur. _W16 Y0181 RARi PoX
Ab CL9!N T.XI [ R]a E
moc..Eia u°Nwv".aX as tR iarx mss
?x?oe t m^r, o<? a T+. n .-?ou¢
A`v WUasas? mrro uu[
-Z-1
{KltT !P
ffG W
[ilsll ulq lPll
--_ b uAW
lNl[6
f1 4 ,? ??tli)
lip
, R/i]/LS sx IG llll'xM" N
EAST
L-j GROUP, P.A.
RICHLAND LANDING
SUBDIVISION
SECTION-1
Composite Plan
A NOTO
v ,as
O
LJ
5 1• 1 13
r
0 / \?
1\i' ,I I \ I
PHASE UNE
Y
Y
E
r
A
N
C
r
E
0
C
E
3
d l ? ? ,Y ? `U+Fn a o ) ,\
1 r ?.
,_, \ .\ (gym
\
I
8 \1 ?? 3
i..?,? I :.r ,r. I 1ru¢.m I wx lm? r ,i r ufAttv AF&
v d ("p ?) I fr.,S tar Ac ImrW 'Iw ,ce m1 to
Ar Ae
+ aAwosl I
?\ `n?.i. " , / ..rei mFxw.a m (ol- r vx m 7- ^yAd s Q 1 ,
I`I ?? /1 b: rria ? ? aw m (rnW ?' `?
u I O i 10 ° ° I 1 I ° I ° I / I
PHASE UNE 4 +. j „ ?,r nww
k / 50• AC S EASEMENT
T \ \` t \ ?itt Y?r xn x uPU'1G5
\ ? y A.
a \
lJJ
o 9 .`ni
A \ TOY K- i' . I -1,.
I'Pa.'lu
n.zin) ?nACfww)il? / / TM aue
?
i <, SECTION-1
\ / ? a J , 1 1 h3rrc 110rW
\ , A ` 'w F PI t uirom. 'A I I 'I v U47 < tui. It-
/- v._ wsunwum
R ,N Pa ? ? ? °x.4
/.-' ... r'V vv Imo./ ,? rJ/rl ? ?ll e^.a f'^"cs3?
L J< 1
1 t? ( ?
om m. ? ? I 1 .. A ? ? •?svna Aw ? ? ? J
MARSH CREEK LANE
1-ett-o

A ? s I

.? ? I 1 >a AoAew ralu rna l /:" ? N y
JJ??,, „vA[x4 IA
\? `t \? 3 / 1? •. •E'4"tner Arck nt
?\ 1 1 I ?/y' rt s 1 !
I I xw . r ??_D nn Ac. 1n1? reu A? r auAS ec (unwtosl' _
?. 1 I ..-? ,a--?"'?? ?r .v waewc__. (? x~ a•Om cYtv?_,?-?_ _?? ???) - l ?1?r' I•-?,-0. 60 3.7.
u
t_orro7LT tea' ,.
t.
Aw?x"a 1a •roi,• nc ..,w...w - ,.,
?[ =r T T F-m[-c -tear-IE
'INDIAN ISLAND ROAD - NCSR 1901
60' RIGHT OF WAY 9n' PAVFEIFAIT
N 13 12 11 10 9 9 7 6 5
eS.+ ,wur • x3,
..p - (j?f, ly..., ? ? .•/ v?°V,?u?r J, 6.:? w ? r rd ? ?_?_i'n°^"? n°' ??'?au nngswrn. f \ OPEN
/ in b! II.I ry ?d ® \ ,? i? .' a \\ I1 `,. 5 P A C E
,' ? t ?°' aAx? I `` rt 'A'r .d :f ? r ar A: tmrW \? r ? \:1` ?\ ,er rc (mr.,l
ij? muPrAWT. AAw ,1 r k ,t ?. are Ac (alAAOSI
\+?s 1 ?S/, I I.w \ a?I \ rw Ter, ' °.Immx?Imn5 \ j 1, \ .unn 9aa
\-'? >V. 1 .A6_ / I I i a M ^¢r`ISx \ `-?. ',. ' ® \I'? tto.u I
Y ^ A 3 p' Asa \,' eu (wrr7 ?+' au Ac arrl 1 1 6 \ \
RLL ,PIlV?' ` r ?I }kl 1 8 „a V? ? IwAAtt A*i 5 '?R ?1$ AI I ?•
(501,1p
N O
ii R/w 20?U? rl?? oym/ r ao cjmW,'.' r ° ; fps /? ll?
r ,m as vrt m Cq Pwar A . / . /
1 J.` ` ? tto. / i / J ?, n ? I 4o1 AC (mrW ' ' ? + • ? \,/..../? 4
(/ ? , I Os AAR) l r?
? .\. `ll 11 ?'''' % ?i r o ? . r?• I ,.Nr,n.u r ';?',e /• ??_?_?, (' l
7

xs?s rags ux As?ss rAmon
minrroaAAroras?l
r 11 °.u AC (rmAa 0? w8\ ?. R ,+?,_ ?Ad` 60 -' ./r?./ culls u¢m. .1? J/,t o
I ,? I \,el Ac (unAxosl • ," IA \ I - /
`J-1r-AW, (oY.Arevmminl 71 •(?U IE p \` _ A ?j A:,r ,N /,?
uaAOrgasx3
1 , , I , r fTl ,m .?__ a+ers
m1W
I /,Y I/ i i I I ?s\3. I `Jg ?' I 94A,A7 axwn - I ???\• i // `\` ??J\\'?-?
.,Pxwlx I \ I I ! I IO 5g ra AaA,RNAArtF I&rASr T j--------' /
a` - O r Jf:
,,. -I I r I A AJ N kp=p qj Q OaiwN-CE)
_ E
fu ^••
4 1 3
P
TO
TOTAL /1 AC
AS,EAu_ _............ _.1151 (TCTAI)
0 (E-,Ji Er R/F)
Ar EAGE 13 AC
Af EAR .3.08 AC,
RWSEi OF LOTS .._._._.........._..._...-...13
(WEAR FM Or SI'nSiS..__.............. -IM Ir
- A$itACE LOT SZE (TOTAL)--......... .... Z84 Ac
TOTAI LMWS..... -........... _1,13 AC (1674
N
' ,ns?u A•_•Ec
t?P] „?1u?.V
. °xa n P x
'
?
a

- i
?
la
W rci
t AAR: )MALtFCf1,I'E, AAr 1[.mmal(„xaW
wam? ,.eAA1 a+ clan IA,fi Aral
1 ? fWl4'iM mMALL Om• J
?? A'X M,G],GA3.xxA? J0.5
a.Ax rwsaA,aa o,C mrun

Y a N wY:l H OOr.w aalANla sw° PstW
? ?w,m F arrn n M wlwa
wlal9r°M, w{An,1,Arm
Awl F eAmum.x wai A° um
Yl nAr?t.,g
??? dL, RRA Un W,Ea
as m., c•
mF.
??
.
Avnax¢
ti
i
?
uo[
molu w
rot
a
AAi a.FV m„ FoAA
?erlm,nmeernawac+e

?
°? uvsn Nx 9u A,wur wl wA, Yrr
E
A Iaa,3A1N!(om TE®ftY RM
mr t?1?+1LY3E?
}oE Id
9 --W'•? LCxM
. R. 9'S 9E,A?
1
.a u xeaAtt
„YYF

rom ra,
• I
®
IIAI®W 1EC,p ,

-{I- U. K.
[- 9Eaxa
-r- atWm
M- wR,Ax
A AVA441q 1fi6
IN
---
W
z'ARA9AV '.
- enw
A
,
F
E RE` - Ra AAP x CA .A
IALTS EA-1 su
e/31rw ? lax ¢x3x1cYa1 ace
A 8/33/05 LS9.E 0.R SEPTIC EYALAO na
° 'THE
' EAST '
GROUP, P.A.
-7RICHLAND LANDING
SUBDIVISION
_ SECTION - 1
WCH-d Tawnsh?o Beau'ort Ca. NC
Erosion and Sedimentation
° Control Plcn
uas,.v
.. - 91x. 5/33/05 San
" C1
20040333
TALL PINE COURT
Wn ,. PTH?gp,; su
TUS CERREES THAT THIS COPY OF THIS PUT
A=IPATELY DEPICTS T4E BOUNDARY OF ME
,)PI'ICICN OF SECTICN ADA OF THE CLEM WATER
ACT AS DETERVI NEY BY ME UNDERSGNE0 CN MS
DATE UNLESS TARE IS A CHANCE R ME LAW OR
OUR PUBUSHM REq TIONS. MIS DEIERNNATON OF
SECTION AGA JJRISOICMON NAY BE POLO UPON FOR A
PERICO NOT TO EMCEED F1W YEARS MOIJ THIS DATE
T s DETuiNNATION WAS MNIE UTIL[ZNG ME 19EI
CORPS OFCENGNUJII S WETLANDS DELINEATION WANUAL
NAME `'YJbtl_?A.4-
TITLE nZOME k WAGeL
DATE It'1712=0
PcT)E.4 t0 7piP IOt1j
NOTES
1) WETLANDS POINTS WERE PRONGED BY TOTAL
AGACNCLIC SEANCES AND PffE NOT FELD COC
BY ME EAST GRO)P.
21 WETLANDS MAPS WERE FCi ELY TIRED SPRNG
CREEL PROPERTY FOR CLEAR WATER MNTJRES, LLC.
Vp 177! 1 a of r:
N
fr rJ r.J,
Lt ?O
EELEND
ERR1 . EDITING RAILROAD RDN
EIS • EMLSTINO IRON STAKE
NPK • NEW PN NAA
PP POWER POLE
n/nlvM AwoAWx? tRAm WAm • SDa wm¢ WN
n' b.R MAVTf n
EAST.
GROUP, P.A.
.aW9R,NFPYITy.a?J,uPd,RWsM?TW?E?s. r«x?Pww
rnw LIA n.. c or.,W. raa aN-Tsar z?asnN 0.1
IA.WIlR Wu
RICHLAND LANDING
SECTION I & II
WETLANDS MAP
1' • 100' I SURVEY
-
IWAa Rr -TE---
M8H 02/02/05 SHEET 1 OF 2
oAaMM ww xn
???
20040333

J, A

`
`
VICINITY MAP ??
?:?
NOT TO SCALE
a
a ti
F
at
/
'a..?1
,r 1! ?' Ol
y
i '.>r F .Wr
I a yi 1 4,r

fya .WF ?•?•+•V
t
'('Nn

t •1y / 1,
t V f
S
Ij
4?" . '
m
G? *I
? I
A,
o
I..
* fl i Fel

a
Y
AL I( ?- ?p
?• / 1 y
55 1
Y ???! @ -.?;
o? ?1 y t ?- 1

t ?

I? I A Y I
T ?
?,
? *°4•
n 1 M * I
a
BOBBY R HARKS and if.
DONNA L HA R'S
DB 1272 PG 36d
PC 'F' SL 15.3'
RC Y A'IOD-Y

OB 473 PC 142

fA,

?.£
? 1'
?'0. Gag
$ M? It
P
'
•
r
Vf GUM E
TREE yA

L . ?? 1•°w1 _
r i •1' '?•-'+?y. •
i W B. NOM SON and Yf.
JACOIAAE a THOMPSON
W. i ;? T,b WV. i w 836 PG 40
WERMD AREA
I 10.97 AG 3
j.?
•'?
>L

/ ??`4' rot Z?.roq. 1 § V NCSR
MMEALTCN POINT RC

t.• MN.
µ
rot ver.
l EAR A
.? PUBLIC RA
Alan 41.

Nab
1 , 1EA? gDE?•
,
I

1I
44• ®J?'?8 61y PUBLIC
?'I '
fWW???R`
GEORGE MACK DUPRE '

GB 1077 PC 124
a 11N 4
'!
_ f-
FAQ -cq, '(y?9/ o- .
AA
1w
5
l / ro)
W
`956' E
(TE LINE) N 55
3'
? nm
m
5467.0
I
a
A
I'u oAWRr
MEtIMp
AREA X
023 A
!
43

IFa?y \
?

_

7f
N ^W
TE LINE TABLE .
(BY COORDINATE MEWED) L
A ,P'Y
?
?

'
q 4'
7p
f°
i
>
)JaOn LINE LFNG
L555 30.3 M BEARNG
1 'Y m
Q f
`/E5'A
pX
?
?`
0
.
07 p
9h
°
SPRING CREEK
t
SLM ILW
" o1H
LINE TAB LE MCM 'CC' TO AA'
UNE L GTH EUP:NG
5830 'ww
2061 . S7" '7W
13.70 S6'3O'M
3571 N° 1^N
16.76 N- 'I7'W
3217
25.51 '1 ^W
3287 N°9.49'IB'W
14.60 1 1 'W
3853 NC^:t•0
21.50 N I' 25'W
25.62 '4 'w
3175 N°t^6' 4'W
1979 •'l
4619 1`I' "W

1 54-02 1 s' 'VI
51,15 ^517
µ.21
1563 1' 'W
11.99 7 •,y7
1134 •t ;1 ^x
]315 ^<1 '
4298
74
25.43
1418 C3`
2382 T4""
16.23 N° 1511
25953 < 45 3
4L21 N 'S
13.66.

L
5
25.18 `
1.615 5420 °
5711
L575 1681 43'w
677
L676 2526
3dY5 etD. W
L679 57.49 I^ '9
L683 2485
1561 2542 7 4
L°.62 55 w Ne- 07^E
1593 1445 ^'il
L6d4 ]7.38
L655 14.31
LE95 27.94
L687 34.72 N° 1
LEM 4069
L689 11.05 ^
L69o 32.54 <°4i
L591 55.77 C9
L692 60.35
L643 3273 3'µ' Y
LE 94 2962 549-,Q'25-.
L535 3362 - 't 'W
L599 45.01 4T4' W
L637 17.10 S5415 'trW
L693 2583 11 1 'W
L694 5055
L703 27.93 tt_'
00t 65.21 'µ
L702 2911 N5 ^T t
L703 49.52 '
<
0w 41.17 9^"'W
L705 35`5
L70 N.31
L707 19.18 ' 5'
L7CB 51.75 ,
L709 550d -41'
1.710 45.31 I' I'
L711 43.69 1,65'3-15'w
L712 49X5 NE 'W
L713 81 ,71 t '4
014 3255 52117'33E
L715 49 93 9' ^
Lr6 18667
L717 36.63 <I=''i
L718 IIa6 W
019 27.95 '
020 3LC6 '9'I
L721 17.78 N
022 1595 t 4A`.
023 35.79
024 11,7E ' i'°9"W
L725 6.W 6,25 W.
L725 10. 16 N°5 4' W
027 8.55 <E '4 µ^M
1725 17.11 µ
L723 1015
L, 3563 1 "/
L7J1 2488 <4 ^. 1 "W
L732 8.91 <'Tt'•
L733 47.71 R.'1' 7^W
034 11 .µ 6'W
L735 13.25 N4 '4YW
L1 - 34,15
4^ W
S7 QQ
415
1.737' 3I 1 s 41'W
038 1
9.29
N64^' 'W
L739 1737
0 '
10 i
L740 1997 '
'
4
L741 5642 `'11W
L712 34.50 N S'
L743 51.69 154 W
0µ 9.52 7' 'W
L745 19.39 T W
L746 5850 ^°^4' •W
0µ 5160 -43'5.'E
046 63.6+ 4"84'W
L749 25.02 N 3315'11'W
L750 67.83 N W
051 1763 ^' Y
052 34.61 N B'11W
L753 7801 3"7< w
1754 1402 N74 19'25'W
)
1
II
,I
74S CERffiES THAT THIS COPY OF THIS PUT
ACCURATELY CERCTS THE BOUNDARY OF ME
&PISGICTION OF SECTION 404 OF THE CLEAN WATER
ACT AS DETEPUINED BY THE UN3ERSIORED ON T iS
DARE UNLESS Tr¢A IS A CHANCE IN ME LAW OR
CM PUBLISHED REOXAIIdb. MS DETERMINATION OF
SECTION 104 XMSDIC71ON MAY BE RELIED UPON FOR A
PE 100 NOT TO EXCEED FIVE YEARS FROM THIS DATE.
MIS DETERMINATION WAS MADE UTILIZING THE 1997
i CORPS OF ENGNEERS WYMNOS DEUNEAnCN MMUAL
1 NAME 'LOP.I?.s
TITLE P?RdArf.
DATE .?fnliLVs
PaW Jb =oWLS5
NOTES
1 1) WETLANDS FONTS WERE PROWOM BY TOTAL
1 ACROIOWC SFRNCES AND WERE NOT FaD LOCATED
BY ME EAST GAWP.
2) W`TANOS MAPS WERE FORMERLY 71710 SPRNG
C44EEK PROPERTY FOR CLEM WATER VENTURES. LLa
I LEGEND
ERR . COSTNG RAWAOAO IRON
1 BS • EYISTWG NOV STANE
NP% . NEW PK NAIL
3
i FP . POWER POLE ..
19WD/TW womnaSmR 4WWAVm rLru W 1N pAx¢ 1
1 p' dl[ R[A]M
THE
EAST
' GROUP, P.A.
5 4(,yburrlnp'lrtAlhcttuF.Surwyinp°1kAralRpy
j r7An allM.s1....s L7lR>aBWW dl7-0o-5151 F.I
I 6ROER K .
RICHLAND LANDING .
SECTION I & II .

1
l w.W M

WETLANDS MAP
I:
I '. A:W[ WRAAtMx7 I I• - 100' &MVE'T
I ', n wW srrx:m sc7 w
02/102/05 SPEET 2 CF 2
H
Ru+MC In
100 50 WJ 0 100 !
{ f AvvACWn. S V 2
CRPPWC SCALE I'. 100' -Tp
20040333
t
TerraServer Image Courtesy of the USGS Page I of I
Send To Printer Back To TerraServer Change to 11x17 Print Size Show Grid Lines Change to Landscape
USGS 2 !cm Sic of Spring Creeic, North Carolina, United States 01 Jul 1982
Hickory. Point .
Road Point
Fork ? t-
?.)Poinr / -,} x
>1f

Ate(` ,•..,. ? ??? ,,t?,
i o I.
i.,
1? 1!
Read
Hammack-
01
t , f °7
1
^r
.L>
Image courtesy of the U.S. Geological Survey
© 2004 Microsoft Corporation. Terms of Use Privacy Statement
Indian Island

http://terraserver.microsofl.com/PrintImagc.aspx?T=2&S=14&Z=18&X=109&Y=1221 &W=2&qs=%7ca... 1/13/2006
0. '2Km 0' 'iMi
` ?A[ U M?e_?/
.
,,/ 3?,, .`.? .?, '?.??. r • ? _ j d ? 7 - Ott ..e _: ` { ? _ ,,-\ t( - v _ y, i?` ?. T. i.
Pr r t TP r \ q r f' R t1a 1 Gu M i
r .?j vff Al ? `' ??f,?? <Tu i- ra <. l VVa X.
a r p Y? 1 htar?+??ik ?? f. ,+•cr?.?; To Ro ` 4 eF _
Pt ; l /c a Ro
Nr 1 .4
Pt Cu:. RP
1?k Fw'?Y C11 ?:/
t t. a? N
To
(f Ro J
10
To 6u
r 5 .? TO
AP le _ ;?i it '? ?' (>? \ JC
' Fl o
Art
i. CU Stt(rl)
f r x _",
AD-
i ?? At Ro )a'il' r u
c. qt + ('t 'i ter. ? _,;/?` ?,_ + ?Wa ,, r _J 1 Ir CII ? 1 x?l{il
E F. 1 (p i
.4 r{F At ? '- i. ? F. `? .\_ r,• _ U rl ??C,G r ,? ? ? 1? .t 1 ??.'
ISi
1 `' f-i'r (' V a y{t , r %?t r f? Cu
( l 1.. 1. .. ?"'' ?
To ,?
1 FF h
?? TO fjS y?Cu. 1 ?1? efd+s: Y e -l G? ; ( - i ,. ; t? ';- y ? -•,?- ?rn 1
,"I r
4/ i ti tt `
Aj t,. -Ckltl?
.
C i
C ggb
s
.xF
t _ ti? HGF' x j v , t.. co u V Cu
To
13 Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
v Print your name and address on the reverse
so that we can return the card to you.
13 Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
Riverside Properties,LLC
Attn: Ross Beebe
309 Middle Street
New Bern,NC 28560
DWQ# 06-0334-Beaufort
2. Article Number
(Transfer from service laben
PS Form 3811, February 2004
111 !!! A Si nature
l ? Agent
X ? Addressee
B. Received by (Printed Name) C. D-'a
SUSAN L. AtWeWl -
D. Is delivery address different from item ? Yes
If YES, enter delivery address below: ? No
3. Service Typo
Certified Mail El Express Mail
? Registered ? Return Receipt for Merchandise
? Insured Mail 0 C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
7005 1160 0000 9954 5637
Domestic Return Receipt
o Complete items 1, 2, and 3. Also complete A. Si nature 0
item 4 if Restricted Delivery is desired. 11 Agent
v Print your name and address on the reverse x I" ?u•L??t ? Addressee
so that we can return the card to you. B. Received by (Printed Name) C. D-'a
0 Attach this card to the back of the mailpiece,
or on the front if space permits. SAN L. itl..(..W eW
D. Is delivery address different from item 1 Yes
1. Article Addressed to: If YES, enter delivery address below: ? No
Riverside Properties,LLC
Attn: Ross Beebe
309 Nfiddle Street
New Bern,NC 28560
DWQ# 06-0334-Beaufort
2. Article Number
(transfer from service fabeo
PS Form 3811, February 2004
3. Service Type
Certified Mail ? Express Mail
? Registered ;,}-fietum Receipt for Merchandise
? Insured Mail ?j C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
7005 1160 0000 9954 5637
Domestic Return Receipt
15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
i ,V4ilI1({Pf~~
l ' ~~~~Z~ CARp~~ii
~ ~ ~ ~ FE Ss0
~ - ~ r ~-~-~i d I~ ~ ~ ~ P. • ~ S,E~,
P ~ ,?1.~-s~ ~ =~r~ ~ m _ o,~;s~
~ 1 I ~ ~ ~~y ~i~l~_~ (l -
I ~ ~ y' ~ 1 ~"c~ ~ ~ R ~ ~
~ s , ~ S.
i 9 ~ ~ l
~ NCSR 1906 / ~ ~ ~ ~ ~ 60'50' PRIVATE RAW (SEE PLAN) 50' ,
~ ~ SITE ~
NLSR 196 ~ -L SITE DATA:
~ VARIES 6' 6' 20' CABC 6' 6' VARIES NWY 33 9' 6' 20' CABC (PRIVATE DRIVE) 6' 9' TUTAL .AC'~~EgGE ~~~TION _ 4,',.~,± A~ ~;TOTA'~~~ 0 (tx:iUl~in' F~ Rj'ati'i
~ ~ ~ 1) 18' ASPHALT 12' ASPHALT ~ n
(ALTERNATE) (ALTERNATE) NUMBER OF LOTS .................................................12 (ALTERNATE) L
(ALTERNATE) i MAP UI I N TY M N. I- C I 2 2 MIN. 2° I-2
NOT TO SCALE ~ ASPHALT " ER 7 4 PER FT. i" PER FT ASPHALT ~ GENERAL NOTES:
3 1 P ~P~. " ER FT 1/4" PER ~ PER 1 P ~ 1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM FILL AREAS S
~1M ~ - _ ~ 4. 1 ~ ~ -III-~ ~ ~ r ~ 1 - - 3 . PRIOR TD PLACING FILL ANY OUESl70NABLE OR UNSUITABLE SOIL ~ ~ 1 CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. I Iii-~ .R.
I Iii-~ ~ 2 ALL FILL SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD tD
MIN. S" AGGREGATE BASE COURSE ~ (PER N.C.D.O.T. STANDARDS) MIN. 8° AGGREGATE BASE COURSE PROCTOR MAXIMUM DRY DENSITY (AS1M D698). (PER N.C.D.O.T. STANDARDS)
COMPACTED SUBGRADE COMPACTED SUBGRADE 3 GRADING CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS IN ACCORDANCE WITH THE SPECIFICATONS WITHIN 15 DAYS COMPLETION :AS ION
N N OF GRADING WORK, UPON COMPLETION OF THE PROJECT, THE GENERAL ;AL
CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS OUTLINED IN THE SPECIFICATIDNS. ALL DRAfNAGE PIPES SHALL BE CLEANED BY THE GEN- THE ~EN-
~ ERAL CCNTR,4CTOR TO REMOVE ANY SEDIMENTS THAT HAVE ACCI!MULATED 2 50 ACCESS EASEMENT C'
1 TYPICAL PRIVATE ROAD SECTION - 20' CABC 4 ALL PLANTING AREAS SHALL BE BACKFILLED iMTH TOPSOIL AND RAKED N•T,S. DOWN, REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR ;ED
C1 N.T.S. SEEDING AND PLANTING.
5. ALL UTILITY TAPS, CONNECTIONS AND EXTENSIONS SHALL BE DONE IN N
ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CGDES.
6. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND COORDINATE CON-
NECTION WITH PROPER AUTHORITIES. CALL "ULOCO" 48 HOURS BEFORE ANY EXCAVATION IS BEGUN. RE
ENT~
M M 7. ALL PERMITS AND FEES REQUIRED FOR CONSTRUCTION OE IMPP,OVEMENTS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
8. LOTS 2, 3 & 7 HAVE BEEN DELETED FROM PLAN.
TYPICAL LOT SETBACKS:
FRONT: 30'
SIDE: TO'
SITE LEGEND
~ 1 L
L NORMAL WATER LEVEL ~ CAMA LINE
50' RIPARIAN
Q 8 - WETLANDS
V
r
~ ~
G ~ ~
G
Q 5 ~ G~
K G K ~ ~
~ ~ ~ ,
~ ~ ~ `
1 r
- I ~t
/ ~ ` i - -
N~/~/~/`,/~
~ 10
~ BETTY CREEK ~
, ~ ~ / ~
~ ~ i 1I -
~ ~ ,
ti.. % ~ l
~ s i ~
~ ~ - - ~ 12 ~ r ~
H ~ l ' ~ ~ H ~ ~ / ~
4 / - _ ~ ,,1 / i3
f , ~ ~ ~ ~ ~ /
I._I / 7 15 ~ ~ /
14 ~ f
11A
~ , ~ ~ n ~ ;
~
~ U ! _ ~ ~ ~ 1~A
_ ~
` G 1,iA
~ 10A ~ V
FUTURE - - ~ i 9A TALL PINE COURT ~ /
- j ~ (50' PRNATE RAW - 20' CABC) (SEE ALTER~dAT~'` ~ ~
o - - ~ P _ - ~ gA ~ J ~ ~
0 ~ 0 1 ~ ~ ~ ~
7 LJ m / ~ ~
~ ~ y~P ~ Q_ - _ ~
6~ F ~ ~ ~ FUTURE g ~ ~ ~ ~ YiQ ~ ~ F
F ~ ~ - ~ W Z w ~ a 5A ~ ~ \ - ~
G`' ~~G ~ ~ - - - l 1 ~~J ~WQ ~
0`~ QJ
0 6 Z' ~ ~ ~ ~
Qa 15 J ~ 0 4A
I
E NSCR 1901 II~piAN IS > E I II>JpiAN ISLAND ROAD - 60 RIGHT OF WAY, 20 PAVEMENT
0 8~22~05 ISSUE FOR CONSTRUCTION BPB jPB
REV. DATE REVISIONS BY NC BY
D D
~ ~
eEngtineerting ¦Architecture¦Surveyting¦Technology
Box 7305, 324 S. Evans St-, Greenville, NC 27834 ?52-i58-3?46, 252-830-3954 (Fax)
PROJECT i1TLE
C RICHLAND LANDING
SUBDIVISION
SECTION-1
Rich?and Townshi Beaufort Co., NC
~rAw~Ne 1'~TLE
8 B
° Com osite Plan p 0
SCALE DEPARTMENT
AS NOTED CIVI!
Gvvner Deveio e.r: p ~LJ 1 OF 5
1~! ~ill~ ~'`0~~!"~,FS. _ rNECKEG ~aH Nv
~ ~~e2ri~ HGN~MS~
A - - A ~ J~'~a ~Vi!iJ(~i~ ~1 ~U~%r .5 ArPRDVED
150 75 0 150' 150 ~ G Msc ~~~,~r~ern. ,v,, ~~~60
1 "=150'-0'
2oa~-o33~ Fax: ~ ~3-~ i
THIS ~RANINC IS THE PROPERTY OF 7HE ST hROUP, RA ANY USE, REUSE, REPROOI'C?1pN, DISPLAY OR SALE Of THIS DRAWING N1?HWT NRI1lEN CONSENT OF E EAST CROUP, P. A. IS STRICTLY FRCHIBITED. (COP'!RI; T-dE EAST GRCkIP. P A. 2006 )
15 14 13 12 11 10 9 8 i 6 5 4 3 2 i

\ I' _ _ - _ • ~ ~,l t y ~ ,
a cSpi
~ ~,,,nau~~e.,
~,J 1 ~ ~ ~ ~r ~ ~ ~r ~ r~, I ,,1,4 ~ ~
,c-.~ ~~y ~ ~''r~~s~ '~.t f~; t~: p~' ~i~~ i Nf a ld/ ,•yp
~sr~~ ~ SPRING C ~„~5~,~ ~ REEK (7r 4V Z
~ s~, ~ } h~c~H 19os ~ YY// ryry1y
, ~j ~i s / ~ ~ ,1~~,~~~ N~,. -
~ ~ / ~ I ~ 90U19DARY LINE TAB F ~r;a~ » _ TA6LE FnOP,4 "r1A' TO "BB" _ J °~~~NV ,J. ~eae~° _ r------_-- LINE TABLE rROM "CC° 7G AA' r;
~ ~ ~ NCSR »G~ ~ ,_~~l LINE LENGTH BEq l ~ ~ __Li1~E (ABLE FROM ~~O" TO °qq-~ _ JGTH PEARING r ~ ~ _ ~ A - LINE LENGTH BEARIfdG _ ~ L~~~tiE LENGTH 1 . ~ ~P'JF T~1?i_E (r1)~l "Cl' ",n,, - _ 2 N
~5te L500 479.01 , . I~ , ~ ~d482i _ri_~ ~ _ _ ~ l ' __J ~,"_.'',',Q• _ L5Q1 136.57 9.01 , ~ 148 20 37 W BtARiNG _ L531 75.80 - -1~ N84'4D'28"Wt64 5 - LIiJE L~:.NGTH~'-
_,z` . L502 132.22 i.57 3 6.30 ~ _ - -.I-.___BL:ARING ~.2„ ~ 507'26'04"'W ~ - L~~~ ~ i.t N01'11'42 W L532 13.79 542'10'31 °W ^ ~ ~ ~ _ ~ ~ a - ?.22 _.044 X0.61 570'02'37"'~~ ~ ~ - - !~~T'~'1,3'~S
- L503 200.1 Pi PJ70'32'45"W L533 ~ 16.40 - - L, 5„~ 1 3 ~ ° r - N2D'29'28' W - - ~ > ~ ~ L&45 500'23 i ,z, 18.70 0 ~ _ ~ P;15'02'10"W L53~1 4346 - - - _ 567'12_30"W 756 ;~1-5u ~ ~ ~ - _ n.
~ ''4 L504 118.98 N N,,, ~ 32_2f -7-------- - N76'29'S3"W I F~r~ - _ _ ' ~ ~ ,:~f~ I ~ H c r ~ r _35.71 ~ ? ~i ~ ~ ~ ~ 1• THL~ ..OPY TI91S PGh.T 3.98 ~J32'2840"~'J L535 ?.0.68 _ ,"]6437'11"t'd !_757 ' , ~ ~ , ;7
I M ~ AP • L50~ 7D.00 N09 3E - 570'02'18"W , , ~ ~ r ~ ~ ; CE( irt5 THE BOUNDARY OF THE .00 N09'36'23°W - ~ _ 1 16.76 1 1]29'02'17"~ I ~ ~ ~ ~r i ,i -i L536 46.5/ ~ F ~ 158 ~4 ~ _ r». .>E~1ION 404 O~ 7HE CLEAN l'JATER 51316 53' E X648 32.17 f- 1 ` '
P NOT TO SCALE ~ ~ ~sz~ LSao Bo.62 N27~o1 ( w• L5o7 so.32 - iJ31 13'2 ~ _ - ' _,EiERh,INED BY THE UN 2 - - 1J11'S5'3g'W i L75~7 ! ~ DERSIGfJED ON TNI" N7.7'00 34"E L537 ~ 12.32 S5G'31'2 34.05 ~3D'28'38 '>r' rr~- u~,.~ ~ ~
3'~,, ~'f N06_0~ 'ter' Y' ~ w L508 168.20 577.4 02 N06'04'S4"E L538 2 W _ 1.649 ~~.81 ~ 1]43'43'30''^/ I`7 r _ ~~,_:.SS ifLER,E 15 A GNANG ~ ~ ~ - ~ - . 16.26 N55'48'09"W i - I___~~.SJ I 5_d~ 51~'~^~ ~ ~.;`;R ~ E ~P~ T~Ik LAW Oh f.~0 ~C00 ~ X2.87 i A1~8'4018.,W ~ t. - ~ 8 1 ~ ~ E~I~NED RE,ULATIONS, THIS GETERMINATiON OF
( 'vJ~, L509 171,83 N67'Ot 5724150'E L539 ~ 31.51 - 1.761 1719 ~.~~f~,~~~ nC-+ )Uf?ISDICTION L F 557'59'50"W L651 _ 14.66 ~ ~ _ _.__-._S?8;'3~3y E 1AY B~ F I 3 N261243 W E-IED UPON FC,R .q 8 N67'Ol'29"IU L540 20.35 ~ _ ~ l76'' PE:R!0~ PJ(;T 7G EXC~= ~
I ~ L510 94,46 I ,gyp _ .,'j r `1 r1 'S< 544'4526 W L6.,2 38.59 1100' z'~,, I ~ -7 -3'84 S64'36'1~ F ~ LLD FIVE 1~ARS ARCM 7HfS DATE. 46 id41'S2'09"W _ 51 0- - - - _ ~-,I~. ~-ic ~ ~ L541 I 27.43 - ~._1;_r,~,d~~JA~IG~"J WAS MADE UTi I h'
h _ - ~ L511 251.05 _ r N N28'2~ 50813 58 W L653 ~1 ` ' ~ L' 6~ _ 38.y6 x,50'13'34"E - „ L ZL 1G ~,iL 1987 05 N28'29'S3"E 4 _ -_50 1153'51'28"~~! I - ~ - ~ ~ OF ~N~.,IN ~ L5 2 10.14 - U64 _ - EARS WETLANDS DEL1JvEa710N h!ANUAL. 567'45'36"W L654 ~ X0.11
- h \ • - t~<o ~ L512 173.30 3` L513 163.45 30 _5.62 - - _ ~1139'S0"ti',~ i 581'30'01"E L543 18.52 578'16'40"W ~ i'65 59.18_' - _ - N83'08'29"W L655 SU2'50'1?_"W
. ''r a _ N6T07 I • k ~ I~ ° - L514 67.13 N33_30 45_ N6T07'32"W 1544 36.Z1 - 33.75 __N81'36'24'W_ I~~-766 ti219 - - S74'19'~i"W L656 19.79 N41'45'33"W 1 - N82'1(J'26'E
•N ~ ti~ L515 133.31 ~ N8 - N33'3004"',~ L545 24,76 ~ - ~ 33.2, 524'42'45"W - _167 J1 L657 46.19 ~5 ~ ~ 'E ~1 i 1`180'36'14"~'r I L546 33.97 557'51'52"Ud L768 37.03 _ _
. ao ~ I I~--L51b 0'36 . ~ 169.71 N17'15 71 ,r-- 523 37'44 W L658 - J" 54.02 DLO JO ?1 ~ ' M~ _ _ 531'08'15"4! U69 ~ . ~ N17'15'44',;_ L547 32.63 503'52'3 " - - - 5.16 ~ z~ - - ~
•°~4' ~ '~s• ~ L517 93.15 N38'11' - ,1,, 90 ~.i~. - - 6 W L659 - _ 15 _ N38'11'48"W L548 34.14 .,4.15 585'48'07"E I 542'0728"E L660 44.21 ~ - `~~'3~ -I `Ob '4'48'f ' TITLE
L518 234.89 ~ < ' ~ rJ 46'54 ~ L519 141.10 534'26 _ 539'00' , 89 N46'S4'21"E L549 26.33 55E _ L~I~ ~ 44.19 ~a~>~~, i 10 534'26'52"E L550 12.50 _ ~ __8.63 ~ f y1.7--~_- _ .1 L661 ? 506'15'48"W ~ 1_77>
•~'°~os ~ti~' L520 410.03 N 79 3; _ 03 ~ 536'42'18 V1 L662 41.99 1 -_~O1 :~i> ~ i ,^~1E _l~ ~ ~?DS _570'02'32"1'J 1773
_ °~c _ N03'S3 4 - - - 20.77 r - ~ - ~ 5 ~ ~4. i _ S4T25'~4"E ~ 1„'~t1 1- , L663 17.54 - 60 N03'S3'18"4V L552 3.17 - 575'49'13"W L774 ~~+.64
°~p,. ~ _ L522 140.2?. ~ ns (,32'40 :j Cr L523 47.02 --L--`______ 580'51'53"W ~ ~ (Z L664 ~ 19 55 ~ ' ~ ' f'1(~i ~17N ~ ~1~yv~~~ 39.1 fJ32 40 03 E L553 ~ 10.19 502'26'10"E ~ (J75 1 a ~ - - - 6 cc~~.~ N2.6'26'22"W ' L665 "
i''~ ~ •°io~ N11'25' - 22. A8 571'32'35"E X76 ~ - ~ 55 , N11'25'35'~W L554 ~ 36.25 N11'0T~ ~ ~ ~ - x,_.99-~ ~9 w ~ _ _ _ I ~_6~b 44.74 ha6b n.~ 04 5
_ ~ ~ I L524 54.12 N71'S6~ ~ •1 • L525 127.43 S37' ~ N6B'S0'37°E _ L777 ~ ' N71'S6'12"E L555 27.52 _ N66'15'36"W L667 25.43 28-I"__ 558'_'3'4^"Vr ~ 43 537'53'42"E 1556 30.57 N41'57' 557'06'022"E L778 I 8L>,gt
y. , . 53 L5?6 207.77 77 31 W L668 14.18 - _w8~ ~2 5fi_W l 503'15'39"W L557 19.05 528'56'20"E L779 7 ~ ~ -
os'~:~_. i L5?7 232.93 •zn~ L669 ~~.~4 _ t N75'39'50"W 23.82 ~ _N66';i1'19'r"~ 93 S6•~zn'~i~"~ L558 - _67'42.'28"E L780 23~+. 30.86 _ , '
~a;. °js o ' '°1°' i L528 141.28 n N60'05'41 W L670 16.23 N0858 ~6 F ) Wt 7LANDS POINTS WERE PROVIDED ~u'>' r~ ?8 506'0; Sts t L559 _ P163'51'12"E L181 a. _ _ r~ .(wN'C~~.1!C SERVICES AN r 57 ~1 20.56 N76'S0'45"W 67 ~ ~ - '4 0, ~ N77'34'~ ' ~ D WERE NO I n^
? i L529~ 171.11 577'29 \ . ~ 530 ~ f ~ ` o c7 _ 80.17 56308' .T Fi~_C L,~~,4If~~L 1 11 577'29 34"E L560 60.34 ' 1 - 26.3 56045 Z3 E L782 ~ L1 ~ ~ ~9 JS - ~ ' T~IL EAST GROUP. 557'27'03"W L672 42.21 r• ~ ~~d 56'49'F 17 ~
_ N8~ 07'25' E L783 - 1" r S63>~0826"E L561 , 94.78 552'59'17"W1673=.0.5< 1 ?~~JtTLAND5 f7AP5 WERE rORMERLI TTL~,~ ,i~;lJ; 13.86 - - ~~74548.4V f~~_CK PRUPtR7Y FOR CLEAR WAiEf. ~,E~;7 G
L~ o \ s L562 I 32.42 a 582'12'28"E L784 ~ 39.47 N84'34'28">,J L674 26,18 r __I-~~eu5819'W ~ U••E~, L.L.. L563 _91.41 - X46 49'07"E L785 ~ 7 I
_ N60'32'11"E L675 34.20 - Si7'S` 19"E ~ 3 509'28'57"E U86 - ~ --a_--'-~-- L564 37,96 N53'49'12"E L676 - ~4-5J__ P141'03'1'~"
~ _ ss• , o s. 16.81 530'40'13' W ~ 7 - ~ ~ ~ ` E L565 27.68 - - _ L 87 ~ 2,.37 ~ , Q - N56'28'16"E L677 ~ i1~~0 =~7 E fr,;
I ~ ~ i'' ~ _ L566 _25.28 535'41'53"W L788 22,~~~ - _ - 35.09 , N61'32'04"E L678 36.30 ~ ~ N8230'12"E ~ -
~ ~ ~ 069 ` ay, _ / S65'S3 45"E L789 1 r ~g ~ r L567 38.23 _ N65'0612°E L679 57,49 - - - f ti
L ~ . _ • 060• i V G L., L568 16.84 _N31'20'58"E L790 3 ~-v-`' ` F--` 1 N64'19' l 1~ . , 7-_________~ ~ E L680 24.85 n `5.2.0 ~ L569 ; 3Z~9 44 E t- - _ _ - ^ ~ N _ ~i 35____ L, 9, 1 14< ~ l,~
/ \ 03'10 07"E L681 - 25.42 ~ F L570 ~ 23.00 N70'04'0~"E ~ L792-- ~ ir} r- X17, 1 F _ ~1 ~ N70'15'04"W L682 5.04 ~ I---~- 1
Y ~ I % ~ ~ L571 33.00 _ _ N80'S5'07"E U93 ~ h 0~ , N41'18 ~1;E L683 i4 45 ~ ;50'05'14"'-E~ -f ~ % S° 53' .7
r j - f °6>. - ` ~ L57_ 27.75 - I Li94 ~ _ 1- N88'05'30 E L684 31, 38 q - i ''''1 ~ c~ ~ ~ '4" , _
_N68'~3'S2°E ~ L19.~ _ L573 28.75 ~ , , N41'30'36"E L685 14-.37 j----~-- ~ ,___>rt'1'43'E - ,78'51'58='E L796 - r' L574 33.83
c •o, N00'30'41"W L686 _ 27.94 . „ I `9.16 ~ i,:y 02°F t--- - - _ - N53'57'21 E L797 !q.` a L575 i 28.47 ~ A , . Z6 ,
~z, ~ ~ j. N29'38'34"E L687 34.72 1 - 5,11,'1 ~ N82'12'34"F L198 576 29.00 - 19.62 N24'41'11"W L688 40.68 - S'1G~~1'09°W _
w.~:/~ I n I ~6a. - , N59'33 55"E U99 10.82 L577 i 34.24 N51'27'24"W L689 11.06 ^ ~ - - 533'28'37"W
o ,mot=~,. o f~ I :r._.~ , L578 13.22 ~432~ 13 E LB00 _37.56 N49'S2'16"V! N18'38'45"W L690 32.54 534'58'05"E
.°214 "02 ~ ,S!-~ \ L579 27.56 N50'44'25"E L691 L801 _ 26.71 565'36'55" 55.77 509'27'09"E L802 32,17 L580 ~ 37,12 586'01'19"E L692 60.35 _ 513_22'50"E I
_k s~2 e. L581 26.35 N80'28'14"E L6 577'08'28"W L803 -29,92 S°~3.49'3~"~
I•, L582 24.30 93 32.73 538'44'10"W ~ I.804 39.58__ 569'23'35"E L694 20,62 f - ~ 10 u0_E
_ ~ ~ ~ bz N I .z. / ~ L583 ~ 36.17 549:30'25"W L805 13,90 ~ S5 ~,~a~ N48'33'48"E L695 33.82 _ 0 „ i
U •,~6 ARRIS and wif L584 I 21.93 56215'43"W L806 21.55 520'21'39"'~V~ _ N27'11'25"E L696 45.04 S4 ' HARRIS and wife L585 _ 48.88 N12'19'47"E L697 1 7 42 40"W L807 14.08 ~ 5~7'?~'09"~
~ I ~ s' i ° F-~•~ N• ~°~s• - _ ~ DONNA _ FIARRI r6a ~ ~ ~ os~. ~R PG =,"1' A L LIARRIS l- 7.10 554'16'47"W X808 3 a L586 1
I A p I ~ _ _ _ .,03 _-2 PG 508 - `O ~ N01' '35 ii _698 1 25.83 SJ1'1 i i 0'.4 I N5?'35'16"E L~~7 3o.u4 2 15 '1J i ~809~ 23.49 P1~
"z"° 1 C ` o, \ PC F SL "100-7" SL "15-3° N21'0''S1"JJ Lo99 50.55 ' 2_06'2]"E L588 18.60 N32'19'S1"W L700 570'25'20°E i ! 370 21.75 ' SL "100-7" - N21'12'3:`~'F~ . 27.93 541'50'57"E
_ ° ° ~ ° oaz ~ r y I - - L589 43.71 N8741'36 W L70i 65.21 L811. ` ~l 543'29'44"E ~ L812 ~
X590 42.58 N60'50'00"W L702 ~ - - - _ L591 9 29.11 N82'27'24°E I L813 ~ ~a 2.27 581'28'17"W L703 48.59 I - - -
o~ 0 L592 30.42 509'33'48"E L814 i ~ _ - N74'54'16"W L704 41.17 , ~ ~ ~ -
o . ~ ~~°?7 _ 62' °6~ ?a6, I h I n • l ~ 1•~• o,~ •a~. j \ L593 21.36 S 9 06 22"W L8~5 7.ga - ~ N7T36'07"W L705 35.56 559'16'15"W L81 - 532"~~3'24°E
~9,• ~s,. ,_,l ~6,. L594 ~ 6 -i 6.24 N24'47'26"W L706 34.31 _ 51. i i 55146 11' E i
L595 j 39.39 N49'32'38"W L707 530'03'30"E L817 25.25 ~ SOS'05'v~ 'p"~ ~
p6 oZ96 ~ r, ~ .a5p5 •oA5 '1 •066 G L596 54.23 19.18 532'25'15"E L818 31,49 i--- ~ ~ N69'29'22"W L708 51.75 X05 45 ~ 5 YJ 568'54'53"E L819 19.08 L597 41.47 N72' 6'
0 Ott, ' I `~J• , ya sue, ~'°l98 .°bq 2 58 W L709 55.08 558'54'48"E ~ L820 ~ 545 07 r L598 j 25.56 N86'27'3 " 23.64 -1 6 W L710 4531 507'01'21"E L821 Q --{---_8 37 0, L_, 1,
a, ~ ' 'r ~o ~ • ~ oJ, o .,-o Job. .i: ~ "BB" ~ L599 ~ 31.79 541'56'27"W L711 43.6 _ 39.3. ~ 551'03'11 "iY
~ ° •°bo ~~o,. .1, o ~ 5 L600 34.93 9 N65'34'S4"W L822 46.57 ~ ~i4 563'26'19"W L712 49.05 ~ S7----' 3454~~W'
o • , s . \ - ~ b~" • o N o N s DB 473 PG 142 _ o L601 28.95 528'31'11"VJ N6~ 01 D2"W L823 61.17 L713 ~ 81.71 541'53'45"W ~ _ 525'42'14"E ~ L602 28.58 51831'02"1'~ L714 LB~i 34.06 _ N66'29'13"E -
° , ro' o, '059 3'0• 1 / u x L603 17.08 32.55 5.21'1733"E L825 44.18 ~
° °i,~. ~.i orp6 •o5B 9 °7n p 501'21'19°E L715 48.93 PJ39'00'42 E _ L604 50.45 518'19'22"E L826 30.62 N15'28'24"~ N53'29'19"W L716 18.87 ~ i
~ ~ 3. ~ °6> W L605 X7.14 S0~ 4256"t L827 39.45 N26'S6'09"~ LEGEND N28'23'41"W L717 36.89
~6~8• 1 ~nJl I o o L606 24.85 _5.17'33'10"E L828 24.97 N05'44'S9"W _ L718 33.48 - 579'57'08"E I ERRI = ~r . 0 535 24 00 W L829 EX~STIN„ RAILROAD k'v1
,;~,`J'~ ~ gross, l~ ~ L607 8.40 N14'16'19"E L719 27.85 19.38 554'49'10°E~1 EIS = EXIS n L608 2x67 502'19'47"E L830 ---I .TI1,~ IRO,] STK}CE
N81'49'23"W L720 20.39 521'25'57"~ ~ 1JPK = NE's"J P K L,AiL { L609 39.21 S 32.06 5_54'09'18"E L831 70.45 PP . PCIU
~ o '~t• n, 582213"W L721 17.78 ~ i ~ ~ i 01 t !ER FOl_E N81'54'38"E L832 26.11 L610 34.66 534'15'28"W ~ ~ " L722 15.95 N47'44 22"E L833 33~- ~80 50 ~i E
4, w' ~'0 0~' 1 ~ , o EIP ~ ~ 62~. Q'• X46. 1. },.i' Or Q esq. O L611 38.66 544' 7' 97 _ c R~ 2 03 W L723 36.78 550'17'36"E L83 1~ 51 E
oJ~s '~~s G I os ,Q ~sz. EIP L612 40.57 - 4 36.13 - N16'43'35"W L724 11.72 _ 503'%a'32"'~~ ~ 3
iC 3z6, J~. GiIM oo ~o o,tzs• -'til Qs• TREE ~ L613 41.30 519'30'58 N L835 ~ ~ ~ ~o/~~,'o. ao~EO/~rv~sE~ v~tnnNds F~a,c- N15'27'44"W L725 1 1.44 S;~•`J3'~S,.E 5 ~ 7TlE t;Hn~~ce eft L61 6.40 P161'35'20"~"J - - 4 53.99 N19'S2'03"E L726 10.36 L836 2745 I S~g•;~,'S6"'1' I
~r ~ Q' • L615 45.07 N88'24'07"'~J L837 4 . ~ - N10'11'32"E L727 2 39 538 20 3' E ~ °''2 si[v;siorl5
'~d r, .136. L616 31.04 6'85 Su6'40'14"4"! L838 ~ N57'37'38"E L728 17.11 _ 29.99 ~N77"~ 7'.~ra°~_
- - °fJ. r: ~ ~ .°}3ti. ~ cr L617 41.13 523'13'44"W I L839 37.25 N18'51'44"W L729 1 ~ ~ 567_'01'58"1'J
°JJ . J, ~ J6, eJ~ • Js. °36. °3~. gyp. os, O ^r O TH s i' b> 3~,. x•-•-• 7 ~-•.~.o. ~ W. c. OMPSON ~ F ~ ~ , ~ and vrife L618 58,78 016 ,,lb 33 55"E L840 41.18 ~ ! N01'29'57°4V L730 35.63 S55_55'2.i"~,'~
4~a \ ._.-v-•-•-;~~ ~ p6• 1 - ~ JAC~JELINE 0. THOMPSON L619 32.04 S11'56'~8"E L841 18.6?_ - { NOS'00'35"W L731 24,88 - 588'40':,8"l`; _ L620 27.22 545'08'12"W L842 17.10 S32'39'1~~"' ~
o, / G - °ao. •°ti9 ~p - _ DB 826 PG 4 N34'33'38"E L732 8.91 507'14'52"E r 4! L621 28.18 N09'40'26"E L733 - L843 24.63 582'55'1
° o h~..ti.. ~ .I~ WETLAND AREA G ~ 'fit ' , 06. si':-~'-' o 18.97 AC. ~ .a~ r, o o r. ti L622 :'_8.37 N07' 47]1 N48'11'07"W L844 61.80- 13 56"E L734 14.44 N58'08'56"W L84 526'07 48
• ° oJ. ?a. C~, U• ~ ~ (BY COORDINATE METH •°z~~. ~`°ls• N ° r } . ~D~ ~ L623 22]0 N65'48'05"W LI35 13,28 5 32.64- 50i'15'12"E
L624 42.64 542'43'53°W L736 N42'23'47"'1~1 L846 33.54 L625 28.51 34.18 574'36'00"~"! L847 11 ; 53910 54 W ~ ~ ~
~ ~ (,G~ / ~ I , ,.4 516'35'19"W L737 31 J 5 , ' 9J~ 577'09 50"E L626 :'.6.40 540'23'28"W L738 N3U'24'15 JJ L848 34 72 -
19.29 N64'28'26"W N67'S0'23"E~ •Engineering¦Arcizitecture¦Su L627 23.57 L849 20.55 ~ ~ I e~x ~~es, 32a s. Evans sl rueyin9 Technology 527'16'45"W L739 17.57 N08'20~04"U! N88 `-r „t-3 - , Greenh4e, NC 27834 252-758-374
~ ~ °3 °27 ~ .:!f . N L628 ''9.74 1 74 6, 252-83D--3~J54 {Faxj
/ . 1 oJg 2~ ~ ~ `~1~C R 19~~ 0 4ALTON P N 556'55'36"W L740 19 97 L850 2 . N77'30'36°E C$R 196 L629 34.02 N58'39' N6 r40 09°E L851 53.89 ~ PRa~ECT nnF ALTON 9 05 W L741 58.42 N08'55'19";;' ~ S-~ 23 38"E
-1'oa 60, DINT QF. YIE~ ERRI pQINT L6~0 34.60 N565349 W L742 34.50 L85~ 21.25 ~ 519'18'41"',J P(JB A~ L631 11.68 N12'S9'35"E L853 ~
I ~ UBLIC R LIC R~w N49'50'40"W L743 51.69 ~ 5.46 S1 i'31 19'J'J ~ L632 47.49 1J46'415~ ;1 L854 N10'12'24"W L744 9.82 24.20 546'43'10"E ~ q
~ l • g 52 • OAD CAL) - L633 36.11 N79'5 ~ " 558'07'06"J"J L855 39.16 R~I~H~I.1N 210 W U45 526'21' " ~ LANAI
N~ R - TYpI N o i ISI-A NE ~ 5 Np1AN 1~RLI ~ ~6 19.38 ~ ~2 E ~ ~ G L634 15.44 N50'57 0~ „ L856 38.21 ~ I 586'53'23"W L746 58.50 S~0'21'S6"E
°s~6• 901 I CEN SR ~ THF' SIC E OF ~ L635 53.71 N28'04'52"1'; L85~ 25.26 SECTI~ ~ 583'00'12"W L7~1 53.60 576118'04°E 1 N ~ (.X,
o, ~ I-I SID R (30 tiF ~ L636 37.94 NDO'43'S9"E~ L859 ~5.7~ - N73'27'27"W L748 63.84 ~ 530'21'18"E L637 26.75 N64'07'18"W 7 N24'38;48"W L860 19.41
I o R W do , ti ~ 6Q P o ~ FR F L 49 25.02 N33'1511"W L861 Se9'46'26;'E ~ L638 28.07 N25'4 ' - 52.15 - -m~.~.~~~. oRtiv,°r~c r~nF 6 38"W L750 67.83 N17'25'50"W S21'34'37'E~
~ GEORGE MACI( DUPRE ' oJ. ~ N NT,~ 96 SF CF L639 53.33 L862 44.79 r ~ - ~ a~ N18'06'33"W L751 17.63 571'05'33"4'J ~ N~9 36 43"~~~
Y ~ DB 1077 P 1 I ~ ~ 0~ 8 CTS Np~, ~ G 24 ~ ~a6~ ~ ~ S8 C~ 7g N L640 48.73 _ - ~;S 582'_._ 36'43_W L752 34.89 L863 5.99 ~ 501'51'58°E
~ "AA"I c Q~pR~F 07 ~F P ~ OJ 1, ~ R L641 N57 ~9 11 W L864 47.76 Ir 4.1.46 565'0723"W L753 78.01 N50'36'37"E ~~1 L642 ~~7.24 511'11'00"E N35'S7'38"W L865 189.29 ~ ~ «a
866 - ~ ~~O> 9 _ ~m ~ _ ~ S MGR/ L754 14.02 ~ 550'36 37"'~,i ; N74'19 25"W L866 ; 44.9-~--_-----,-_--~ VV
~ E N 55'50'56" E ~ ~ (TIE Llil } S5 S 0 36 ~ IVl ~ ~J ~
Y ~ r;Fr 'o' rF!~ cer,~~ 3467.09' ~ OF NCSP, 1901 G:~R f'
Cp 24' CULVERT _ (iti~iN _ WETLAND AREA "H" i +l
~ Ty"'~~~ TIE LIN n , 0.023 AC. t ~ ~0 SCALE _a~,ti.~>.~ DEPARf1~ENT
Ai SR ~'TT.C E ~ B~.r- ~ (AV !`nnAni~i~rr urrinn~ n ~•~n ~ 1" ~ inn' _
LINE LENGTH v nip mC f7VU l BEARING ~ ~ t) UNVi: Y
a Doti R, LB~d DRAWN BY =;ST SHE:T No. WBH
SHEET 2 OF CHIE' KFD
DRAWING t:G. 1ou 50 0
rp~ ~
CR:GUIC ALE _ 100, -Ra ErT ra3. F2
THIS CRAxz,C IS 1NE PRCPE] S CRAxz,G IS THE PROPERTY OF THE FAST GRDUP, RA ANY US:. PEUSE, REPRODUCTION, U:SPLgr OR SALE C47 THIS DRAwNG IMTHOIJ Ni2i TTET! r. I~/
CC .LI~T .F TH R ~ 20040333 aT P ~P .A. I= EA S~.-u .ICTLY PRCH~BiTED. (0 CGPYP.;AI', iNE EAST GA"UP. P. A, yppl I

i-
%r-~ 1
- r
r w - - 1 ~tl: LINF 1HP~ F ~ n H ' --1 ~ ~ TG D' LINE TABLE FROM "J" TD "D" ~ LINE TABLE FROM "J" TO "D"_ ~ SEAL
~c ~E ~ ~ 6EAR~N LINE L11..i,i ~ !iCARING i it _ ~ _ _ LINE (E_N_GT}i BEARING LJNL LENGTH BEARIN(; ' ~f ~ %'`i~ ~ ~ ` ~ _ _ ` _°_a,: ~ 1 07 5_1 W L282 ~ 1f :',0 i 1118'=8'Or q ~ LINE TABLE FROtr1 "G T 'H" ~ „-~-~D ~ s3~ ~INr_ TABLE Ern., 1
__1 ~"E L30B 16._7 ~ - " - ~7B_3'..0'E l_333 34.51 ~ ~ 1C' ~ ' 001'55 W L283 ~ ~ f _ N38'71 53°F I f~.~ )I E L309 4459 1, ~ ~ _ _ _ - 580'14'35E _~34 38.59 N4?'10'07'7 ~ LINE LENGTH ~ - - ~ - ~ ~i,~' i F 'Po[JG LINL ~Jy ~ , L248 45.05 I - N417'37"1'J ~ ~ ~ ~ ,~Glf '
~ ~ 31. _ '»~4~x W L284 ~ ~.va ~ ~:,,;.9110'E 1310 33.07 z ~ i f ~ ` i " j ~ - N56'.,8'12 E I L535 26.06 ' - - ~ N46 0416 r L249 11.81 549'4341"l4 L119 ~,1 i , i Q~ ' ~ ~ '
' 1 1 ? ~ r : ~ 538 +8' rN 1285 ~ ~ g., - - + ~ ~ - ~~F~ - - _ 1.03'x2'i0"E L311 19.19 h720'23'S1"W ~ 1336 21.46 N40'11'79"E / ~ < ~ , ~ 30 • ,17'46 07 N L28E,_ i 11 60 L10_ ? 58"E L312 22.67_ 17'52'2 - - - ~ 1 ~ ~11~; ~ L2~D 46.36 - - . t ~,3~ L'tV i L120 1'i.,0 /
~ ~ i ti ~ - , - N 7"E L337 15.47 - ~ r r { r ~;,4t0 ~ W L28; ' ~ 65 ~ ~ , , " _ J1_'_ ~ E L313 30.01 N02'43'04"E _ I L338 17.19 N70'21'22"E L251 19.62 I 430913"'W L121 itTJ ~~--~7 ~ y _ ~ ~ E L252 53.05 I~-11~F'30'31"E L12'' - ~ { ~ j;~,i; , _ ~ ~1.8~ ,E 9 ti o"E 'r'~l, ~ b
t' ,-.~''~idi,.R 1912 ~ , ( 1~..,. .;041320 71 L2B8 I 5.82 f~~5'75'15"W ~ L314 35.42 ~ r , - ~ ~ - J - _ _ , N02'03 29"E I L339 25.08 N~5 OS'04'_E , t ~ / 90'36'0 '1J L289 ~ E. ~4 11'19'43' E L315 21.36 L?.53 50.44 ~ S7G'19'1 W 17 - - - hr 9 L ._3 31.~~ ~ ~~e ~ E ' ~w~~
~ ; _ ' ~ _ 1J15'36'S2 W ~ L340 31.39 N39'26'13"E _ 1,. _ _5.1 ~0 49 l L29C,r t ~ ~ ~ ~ j ~ ~ A,~ ~;R 1906 - i _ _ 0' W L316 i 78.-15 _ 39'00'1. " L254 22.30 I_ '183'22'48"W L124 49.76 c ~~'c~ ''s~~~ L 55 - - ---:---r----- ~4 4 ~ _ ~~i~ '~Y 2 28.57 ti 0 19;18' VJ L12~ ~ L a~ < ~ _ ~ N,
V N56'37'37°W I L341 39.02 N 3.. i, ~ ~ ~ ~~i tt L291 i i , , 51"E L317 22.85 ~ it I I i ~ ~ i9 ~ _0 N27:;9'S7°W 1 L., 32 ~ ~ ~ ~~~E L'156 1...67 ~ _ _ ~ N) 3~ 50'W - - , I~ - _
1 1 ~ - 7__ ~ 1 58"W L318 3.~ .G S83'35'15"E 1343 35.72 N05'02'15"W L257 23.54 _ ; _ , ~ ~ ? I iJ5wG7~4'W L~2~ I <5_t;_~ I t ! -
li li~R 1963 ~ _ _414'14'L L293 I aO~J I tw5'~8'25'W L319 19.~r5 ' . ~ t ' N~6 09 59 E ~ L344 45.50 HIGH JIATER MARK IS . . ~ - ~ 111 ~ L294 i ~ - - N19'38 17"W THE PROPERTY LINE t__ - ~ 1 4 281 i, , r!_ ~ ~ Oi 'W L320 43.:'4 N06'35'30"E L345 22.22 1 ,I ~ ~ . I _ L258 •4376 ~ N1~~s620E L~2rt ~ 41o£i • 1 2 NARK IS l _ RTY LINE L7.59 70.69 ~ So0`iH18"W 17"3 30.55 ~ c13 g~, "E
N25'1915"E r : ~ G I ' ~ r ~ ~ 8'~8"E L321 7.84 - ~L--~- ~ rl t 18 1b t, 3s°;y ~ _ _ _ N85'~1;05"E L346 24.88 N03'18'57"E F - L260 26 43 ~ ~'8 01 W L13G 54., ~ Sf o ~ _ ~1 0 1 W ~ ~ ~ ~aflT~ TrItS LDPY OF THIS PLAT
HW( bS ~ ~ -a 1 _ _ _ 96 8 I_~ ~ ~ 1"._3'E L322 ~ 29.97 > ~ j 33-`' ~ 55341+C^ '9 ~ L297 1(~,1G ~ ~ N34`,.810'W i L~47 19,05 N03'22'S81'! _ _ 261 20.D2 50 } ~0'W Lt 31 40 `9 ~ C ~ 1 ?8"E f~i~ rt r_ _ - _i ~ .IL (i i5 .~E D R ~'F TIE ~ _ ~.OUN A. i
~ ~ ~__-N"~ ~.,._5 E L323 <-i..6 1.114'15'07"W -1 L348 4 . - _ 268 N68210411 _ - ~ 19-, ~ ~'89L4~c; -T _ ~ L298 31 11 ~ ~:"98 22"E L324 26.11 N27'23'09"W L349 33.45 N37'29'24"W - - - 5, a~1o E _ 7 ~ --51e~o57 E ( ~;r , OF SEG~Iv;J 404 OF T1iE ~LGaN WATER L263 26.16 S3i'3~03'IV L?33 28.12 ~ f~-- _S 045'32"W I 1 DFiERhdINEU 6Y THE UNDERSIGNED ON Tl-IlS
t? _ „x10348 ~1 L299 _ 41.33 ,dG1'17'?_"E L325 35.r~0 NOS'3B'03"E L35D 29,10 N11'S7'38"'"J 1.'I', 1 ^178'4 ^ t ~ N66380 L351 ( / L264 7. i a; - - < } __S'L'~ ,r' , ~ 40 l 1~'16`45'W L134 I 26.81 ~ 3813E . - L, ~ +,.ES: THERE IS A CHANGE ItJ 7"rIE LAW OR
M~~ 88=9 ,Y L300 _L~8 , f11~~'~2'2:S"E L326 13 u0 ~ ' " • ~ „ VI I I TY ~ 2 E 28 81 N 03 48 47 W 2g ~9 (,J NAT T~ SCALE ~ ~ 39'1 ;+00713 L301 1B 97 ~ !)11"3'19"E _ L327 22.64 N15'25'S8°W L352 24.19 N ~ ( 0 f ~g L265 17.25 586'47 47"'W U 35 -t_ 3 - - c .t 2' _ ,04v ~~"W ~ r 1H I?FD RF~~I,'Lt1110N5, THIS DFTCRMINATION C~ - _ _ ~,9p "N„ "P" L266 26.14 ~ - s`_94939'W L1,;6 i 18.14 Si3 ~536`W i -'J4 ~It,rz;SDCTiON MAY BE R> LIED UPON {=C'i, A +
_ 2704'S1':W ~ i ~ - 7~ St l L302-_~3L~~ 0 ~ ~ 0'15'3°"W L328 14.04 N`58'UO'13"W ~ L353 34.83 N 'c "K"• L2 _ - _ 0421'23 „ _ r ~ ,r~ 35.82 5' ~ 4P 3 V1 iol ~8.~~+ ~!1 ~d, ~°W I .a ~ ~ EMCEED FIVE YEARS FRO~~i THIS DA~~F.
`~O.i' ~~,~46 'd L303 ?.?7 x'53"W L329 19.G5 `0- L" 1,1 + r _ ~ _t- - ~ - - N2T53'48"W ~ L354 36.69 " " d~ ~ B0~1 GARY & ilE LINE TABLE 3~ ; r ;1 S862745 E ~ M 7 "W L330 4..3 I "M" (d~ r~, b69' L"68 16.13_-_ ~c"715 ,l _ r .38 1 .SO.GC~ ~ ¢1',311 tb W i,l~~ t h.-i1 -710N ~VA~ ~dADE G TILIZIhu THE 1987
- _ ~ - - 71'41' ~3"W i L355 32.77 1!NE LENGTH HeARING NOx 17 14"E " i i 2680315"f; L305 , °1x9 i r85'10?7"W L331 29.G4 • -r - - E" 'na5~ - - N37 4~ 57°W L356 22.76 N52'58'28 E_ 4~` ~ 'nzs' °1 118 i 14.17 Say?9'12"~! ~ ' ~ '~"'~'V'br,Y 'bss'17 L269 49.02 S2'' ~y 07"'7~ - l.1Gb 28.86 ~ ~ ' ~ r~~~; k_LfGINEERS W" ' ~ ,r.~: gT 1 ~ - _ L .1n, ..4u5 N ~ - tTLAtvDS DF..~~~L,.,ION MANUAL. ~ ~ L270 3x72 ~ 519'49'50°14 4r -I ,
:•12405 L306 7,88 tl' ' ~ ~ ~ 'I't". ~ ~ - 1 ~ " ~ ' ~ 6'E L332 29.78 NOB'S759"E L357 15.39 k ~ . ,ti i ~ L_,r1D 30.30 535"5'46 L _ 1`, ; - - - N53'SB'01°E , . na a ~ . I _ X41 281 ~ _ L30i ~ i o. I t!f;'x_9 E ~ b9z a •e ~ / L271 22.14 ~--_50118'S7_W Ll~,i 2Z5~~ , ~
~Y "i1 52.76 Sn3_50'32'W bC- ~ ;04'10'C6"'~! ~ - - LJ2 9.99 511'74'18"E ~ b69 - • 'bsa' ~ L273 16.67 - -
;.412 69.41 F b 11:56;;1" 10.9 I 503 43'^_ 8' E _ 95 'b7a- •b; - o - L413 34.91 p, ~ _ 8251561h _ .1 31 '00837 W 1, q ~ _~__S'1 5t 17E ~ L1~3 .'-6.39.--~_._.:=_'_._~~?,.~ W 'b7a' '671' ~ b57 9 ~ ~ ~ ~ _ ~ , . ~ m L.74 1.41 519'2":;4"E L144 29.1 ~ ~ ~ ~ ~ ,.6r cs - - - ~ ~ ~r ,Uf 5 N _
~ N ~.b9`' o`~ '673 i~.,/~ t- ~ L414 34.10 0°0 92 23 W i r 21_~ i '9 OS 50 44 - ~ ~ - PRING CRcF~~( SUBDIVI510iJ _ ' 'bar ~ ~ ~ L275 13.73 ~ [ ~ ~ l~. ~ q _---5521154"N L14G i ~ 11.0 ~,:;'E ti, - - -6 boo' •b68' , ~ ~ ~ L276 15.64 iv ,1 u2 52"F L146 ~ 2a.80 ~ ~ ,"W I
- - - • ~,2'D96' "672' 005~~ ~ 4 - „ .,1 L2T7 45.09 I Si)b 1 ~ ' 'NJ ~ _ L.I47 14 i ~ o°P1 ~ -
LINE TABLE FROM ALONG TNT ! '0.'S ;711 18'5'1 _ PC E° SL 23-3' ~ ~ ~'b9r WIGHWATER LINE OF BETT`f CREEK _ ~ i 28 3' I ~IS'44'2q"W r L279 tD.53 S 7G 12 30"1V L148 °OJO ~ * _ " ~ 7
I _ !_INE LENGTH BEARING ' ~ I _31.0- 526 z8 3?_W 'aa6' \ L28U 16.52 1 ~.t. ~ ~ ~iJ1001 L149 X1.1 I F, ~3, '1 N _ - _ - 1--- -
_ r--- , ~ - t/ i. ~ L1 269.94 N49'58'25"E___ ~ ~ 17~+ ~ ;:,L ~5 3C 1+v 6 ~ AN~9s _ •bs9' t2 128.21 N45'S4'12"E J 29 t' ~ 513 u8 ~B c 'da9' ~ /•dar 'b141• '65G ~ L281 _.____}1.69 1 gn 1912''W -L150 -._15.Y ~ --F;~~ 4F+ ~n W { , I ~ L15' i2.'~ - _ ~ 0~? ~d iD d _ ,p Z~ i C 21~ r
r..3 _ 110.68 N10'18'S7"E _ ~ 21.3 i ~x 28"W ~ ~ f ~ 'nlba' - - ~ " - --_1°W - - Lt52 7.6 ' 'E G~ J i1;~~ '655' ~ - > _ ; ~
-1 ~ - ~ - - ~ A, t •bra' i t_, 236.21 ,159'01 53 E xu-t; + 'dsa' ~r i ----9 - -I ~ f . Sxe 30 S ' ,9 'd9o' m ' ~1'b13s' \ ~ ~ n14. \ 7~, b1Dl' Lt 53 Ohl r 1JUi'S_:~'3`.>"W 'b53' r_.~1F.1.--~----- -
n _5 166,30 N30'06'54'., ~ t~ 9.c~~- g ~ d72 Oa E 'esr ~ 1 ti 1 1.6 78.31 N61'11'58'E _ I~ 16._3 I _x_09'0217 W 'd92. ~ 'daD' ~`n }d.•-?~:"6193' E - _ 21.80 _ _N~4',4' z7'E -r _ - J '65a' ~Jj ~ i S;, 1 I ^ 1 N 11 3 ~ 28"E - - .
L7 23,50 S45'ST26"E _ I ~ ^ 4i t ~5 ' "D~ V 'n13e' 'bt3a' 't _ 27. I 5241 00"W 'd~9" 'btaa' MACK A PAUL, et al _Lt56__ 346 rt~3 ;~y„E
L8 ~ - - 1 ~ 69.26 S32'44'22'W }5. C:,~ , _ , L q. ~ . 14 . ~ 'bloz' ~ ','E3J 4b 0 ~7 ~ b 5 "bt3r ~9 45,85 532'44'22'1' ~ ~ a _ L157 41.4°~ _ "Q" DB 1393 PG 283 rt32'St'`rP'W • •D49• ~ sr.'.L,aGJUS FOhNTS WIRE PROVIDED 8Y TOTAL bso' d ~ _ L15B _ _?_1.3~ ~
_ _ 3~ 5=,,932 SFr~l~~r h?LfK SUBDIVISION ds3 ~ ~ \ - ' JC 103.16 500'28'11"E ' ~ 11.7, ' z PC "E' SL ~~23-3" deb' _;1 ;~b146 ~'Gt35 , mo3' x___.11 - , _ x71'„1'14'F 'd9s' '6sr Lt S9 tr1 ~ - 740~u E SERVICES AND WERE NCT RIEI_D 0 Tr ~ lr ~r- W L CA ..U ' - ~
116.36 ' S36~436 C ~ ~ ~ 48 61 I 53:;'5662"E ~ dzB' 11'nia7. ' i L160 I 29..,.. i g~~y ~4~'14 'Ir. ~`.:>T t;rtCUP. ~u61 ~ a5.35 r~~j ~ 'Sti~~W ?`7 MAPS WERE FORMER~~ TITLED SPRING
1.12 ~ 151.69 506'19'27 E i6'~~ ~a°;- 'des' 'o~so' ~ 'n1J3' 9'30': ~a ~ • 'd L13 125.34 ~ ~ o '613x' . S3s'S628"W ~ ~ ~ 17. x161~01'eJ ~ t, ( 1~b,3r fit. 43. ERRS IN THE CEhlTFR- _ !.15? tir n ~ ; ~ ;;~~~W ~F? i-t', 1 `-~~PEPTY FCR ^vLEAR WATER VENTURES, L.L.C.
- - - - .d15' '6151' .I. ~ 14'biDb' R ~ ~ ~ 6149 518'06'30"W •~5 33.x'- N65'48 32 ~"v I--- 14 168.91 - 1 ~ ~,..:'d96• ~ \ ~ 6 LINE INTERSECTION OF ! 163 ~ ~ ~2t.0o ~ '6az' f I
+ 1 ,.15 14fi.65 S0030'28"W ~ 'J6 ~ 28.5.,. '61x9' 53216 04 _ 'd9T '6152' \ . '611_ ~ •6105' U6 34.66 584'04'53°E__ ~nis3' t1' ~''blos' 74 CJ NCSR 1969 & 1901 L164 38.19 ~ N-15'30'23`W ~ ~ ~t ----1------__~-_-- -J .D41.~ ~0, TROL CCRNER ~ L765 ! 2L54 "~G8'051;"W I
_ '6131 r. c- ~•u 18 5:' 560'08'43 W / .~a. ~ L17 145,21 1 ~ ~1,, ~ ~~r< C- ~ ~'bi54" bna' ( 105'52'18"W ~ ~ 8 17..; N71'49'37 i _ N - SBO,OC1.79 GRID L166 19.60 N~8'19~08 u
~ h d101' d99' "6130' - '].e1;6113' r- L18~ 134.81 N21'14'21"E_ _09 16 `L4 _ _S43'S0'3211 1•a~3' ~ 'b12s' d f t'mor '64D' r - 2,707,010.75 (GRU) L167 23.7:? ,3;58'''2"4v _ _ L168 ~ 23.36 502'40'19"E
1.~9 ~ 162.2D - 'diao' , N31'1T35"E' • 1 \ \ M i a o3 j 1, ~ . .d102' ~ ~ -8128']1( ;~'bli5'.d~~ >~1'b108' L0 84.54 N19'30'12"F ~ TAPS A(,Rt) iE CEM~T 'Y .OT ~ b9e•n F - ~1s~ ~o.1.i3 ~ - ,,c,, _ _ _,llib 3~'~w"w I
r , - _ ~ 'm2• 7-6155 ns - X21 224.30 Nit'S3'29"W l ,E FNGT BEAR~dG :'dioa' 'azt'~ N ~ ~ _ _ r . - ' i __1.170 ~ ?9. ~ __G_ to 04 ~,9 W 'D3B' 'bit' VL ~ '~7 I ~ -
oa r ~ 6126' ]5'bin• \ : 'n~oo' 2 254.23 N39 32 53 E ' 1 52 ' 543. v 0~"W ~'n1s6' f 106.44 ''2656'E ' - - HiGn aTi=~ ~ is ~'ma; 'mo• 'blzs'' 1 , J ~ ~ L. 27' SU3`~0''3"'N E ~ ~ ; _ - b12' ~
I NO,, „ f - . ~ ~ ~'4 17.32 N50'ST39'F THc JE ~'ntsz. blza ~~1,6' •a11o' - ~ , Eri~iY llt --k~ ,1 _ L,72 ?Q.f ' 513 w ~ 1_A"E '69T ' / '61 J' ~ i~~J 1- _~u ~ ~9"E
/ 6123 '~I'b119' _ L25 113.84 N50_5T39"E _ ~ '6122' /
- ~ ~ 'dmr V 'd6s' I;~ L26 11.18 565'25'51"E ~ _~i~_ ~ J 12,7 63.73 S65'25'S1"E ~ d,0e ~ 'd1c~6 ~ ~ 'b12r •b12o• ~ p. "9 ~ -~b'~ _LI7`, i 17_9 1d G ~ 1J~,.W "b35• W. 'b10' l~ b4• ~'U ~ L17 ~ 3 '
_ 1 i~'b158' L28 28.85 ~-i1, N67'S9 04 dloa' wETLAtIDS uNE ~ _ S3U 47 ~ «"E
~ E ~ r'dsr r, 1 SPRING CREEK SDBDIVISION L29 78.64 N67'S9'04"F - alto' FTb159' '694' 'bT b3' 1178 - 29.26 ,d, ~'o ~ NPK OVER 1N THE L179 I 26.Ub _ S_62'14'a;5"E
L30 86.89 5642331 'E PC "E~ SL "23-3" ' L31 49.39 564'23'31"E I t~'t16o' 7f bl6 '6~ ~ L180 ~ 45.82 '6a3' • 'b»' ~ ~ •br ~ CENTER OF NCSR 1901 502'55'28"E
- „ - ~ p N L32 64.44 N41'06'12 E / 'ass' ~ GG. -•>~'b16r rf / / 0ti . s~ L181 24.30 'b31 ~ ',b18, .b2o ~ ~o• OVER A 36" CULVERT S1 ~ X2'09 id
`-~I.33 48,7fi AI41'O6'12"E ~ ~ 1-n16z' _ , L34 80.93 I n~ ~ b7a' ~ ,a`tib L182 28,37 535'04'_23 E b9i' ~ ~ ~ yo ~ L183 51.18 505'30'19°E
549'52'14"E ~L35 11.85 \ A r•'m15 / 'd6a' 1~'m63' 549'52'14"E ~ , •'620 y 5 L184 33.0_4_ S23'17'24"E . . t~ -
-~~-1.36 216.92 m 13 S0T41'56"W I A / ~'t4'd~' ~ 3 'b '630°~ b29'• b~ L185 18.73 515'4"a6"W bee Yf ~ L186 17.24 S02'24'OU"W
d114' 661', 'b2. I L37 - 130.61 555'16'37"E _ >a' ''ae2' ~ ~ ,nze, n - ~ ~f•m,s' ~ 6164' CB 360 PG 278 ' _ _ L38 _ 249,06 S44'18'54"E ~'e6o' 6'`e ~'6za' '622' "R" L187 2912 ~ 58;?'4D05"1"! . ~ L~ - -1------_ "
~ ~ ~ •dna ?.j 'mi5 MB 4 PG 63 L39 113.65 S35'15'46"E N. ~ • 'bibs' 625 L188 27.49 510 28 ~0 V!
- 'Sj'b166' cir9 'd58' by .b26' L189 _46.72 508'^_6'28°E L190 ~ 20.88 ~ 525'51'41"E
- - 1 -z '01~ 0~ L191 20.35 563'37'04"E
'R'bt6T 1 _L192 35.86 529_'25'42"E
? , ''~'b184' ;'6166' d55' O f L1 J3 I 31:8'----I-- S'_6'37'rg"E I
•b191• 'bna' UNE TABLE FROM "L" \ ~ .r '6183' -::6169' LINE LENGTH TABLE FROM "L" TO "K° LINE TABLE EROM "R" TO "0" I L195 i 21,r5~ i LENGTH BEARING LINE LENGTH BEARING L195 17.8'_ ~ ~,,r,=~,,_°;
- V ,~r.p19Y. •01 L113 54.51 S2f "A" ez • bm 54.51 I 7.~ `,1.,y.,-t S26'05'27"W L40 62.84 N16'31'37"W ~ L197 ~ a,
. •',~'ds3• ~ \ ~ ~;•d1n' L114 9.31 NB'. e,27 .M, dl b' 'd54 '~'d52' ~ •6,9s U15 22.09 S8; 9.31 N85'1D'12"W L41 15,90 N02'57'09"W L 91 8 I 32`0 - "c
ds• 1~•6wa' 'b1e1't4. ~''a L116 22.52 N i 'd127" ~"dt:,5' ~ 5 22.09 87• i o r-----y----=--r---~3'tu,~i~i S 43'59"W ,.4,. 30.30 N03'23'36"E ~ L199 11.94 _~N6g'6713' E 22.52 N54'23'02"W L43 33.87 N03'S6'39;~W L200 33.12 ~ S25'04b0"E
1 ~1 1 ~ d A.b1ss' 'nlea• a,r \ L117 52.79 N1; ~ 'd126" 'd49' `Y.?1'd50` g~~~A 52.79 N12'O6'21"W L44 27.22 N70'5T26 W L20i 10.37 SF,B'51'01"W
~ v~ ~6. ~ '6796' b1 d.>•'~~#'d BARING CREEK SUBDIVISION / o ' , r, ~ 79 d L45 28.69 543'12'48"W L202 25.03 r- Nd5'S3'_3"W TABLE f20M "N" TO "M" L46 41.17 504'29'33"W L203 13,12 N85'~47'S5"W
PC "E'~ SL "23-3" 1 a , diJ ~t~" ~a, s' LINE TABLE F20M "N" s. 1 as s. / ' LINE LENGTH B / / ~ 1~•dae' rb19r LENGTH BEARING L47 38.00 542'23'36"W L204 18.94 534'51'51"W
EIS DIST.I ~ ,n~ \ \ ~ L103 41.95 - ~ L413 .D r,. '~'b195 SD' dbr L104 5.74 N7; 41.95 S02'49'19"W L4B 33.46 N36'50'06"W L205_ 2045 N31'11'S4"E
I rl ,1 ~L w~ •r a "B" latZ .a,, ~n r .1 L105 54.31 S3' 5.74 N72'14'14"W L49 21,50 N77'23'36"E L206 21.22 N72_'15'48"W 54.31 531'4710"~N L50 35.45 N08'26'38 W L'207 I 47.19 hz
a r+ ~ .'i' , ~'dl6' ~ ~ b 99 r v 1 ` '0 ~ S01 / - b o uNE) IQ'b2ao' L106 44.68 _ N.,81 S 46 W 44.68 S01'38(r -_._t L51 11.03 N09'58'25"N! L208 22.15 Nt;'39'10"E
+ ~ w •dbb• L707 11.99 ~ ~ "dt38' I 'd45' N2: /i ~ ~ N ~ 1 ~a w •'b2o1' L108 37.32 S7; 1.99 N22'44''F w__I L52 63,02 NOD'26'08"E L209~ 25.25 N25'3712"W 37.32 S73'32'S9W L53 13.63 534'03'22"W L210 30.86-
i ~ ~ ~ ° o or w • -`~'t'= '62x2' L109 7.58 X57=7 w 7.58 N40'54'44"W L54 37.46 S80'29'05"W L211 _ 4.88 N03'2_3'_3.1°W LEGEND
w ^ "o w L110 16.22 N0; r~ ~ `C/ F 'd41' 1,~d43' "1'6203' 16.22 N03'07'31"E L55 55.11 - ~ 1 62 _ _ S25'33~16"W L~1~ ~ ~ 559'36'30"W
EIS (DIST.) ~ ~ z ~ ~"'~'da2' L16 ~ L111 49.50 NOE 49.50 N06'40'S6"E L56 40.32 S46'3849"W L21_3 _27.62 _573'48'46"W ERRI EXISTING RAILROAD IRON 33.95 N18'26'31"W L57 22.78 558'35'39"W L214 18.69 g78•39~49"W EIS -EXISTING IRON STA!CE
41' l~bzaa' L112 33,95 N1E lox. N t•! g2~ d40 ~'d39" ._i,, 6205 53'59" W _ L58 16.94 562'51'48"W L215 _ 31.05 _ Sgg•29~2F°Vl ~`1PI(=NEW PK NAIL
1 ~ ~ EIS 1 ~ ~,„~n2or LINE TABLE FROM "Q" TABLE FROM "Q" TO "P" L59 35.09 539'3759"W L216 15.08 52.6'04`' " FP =POWER POLE
EIS (nE uNE) 1'd~' 'nzoe' •b2oa' 'b21a' LINE LENGTH 8 ~'T - ' 'dr DB 552 PG 272 ~ / I•~bz1z' 'bzzo' L85 59,56 N72 LENGTH BEARING L60 39.65 0 - , .1 W_ S30'03'33"W L~17 19.60_ _;39'05'54"W 59,56 N72'S2~00"W L61 37.10 S00'49~18"E L218 34.51 508'49'19"E
~ ~'e3r ~ 'b2o9'~ iN L86 8.13 N3E I f I 'r 6211' '6213' / '6221' L87 e 8.13 N38'30'48"W L62 19.40 - i ~ c -1---- - N59'05'S8"W 1,~ 6.97 509 OU 09 W
/ ~ . • ~ 8.11 58. f ~ \ "6216. '6219 LSB 4 . c 011 8.11 585'3746"W L63 8.99 ~~7 S39'45'59"W L2.-D 18.33 ~'~6'U3'27"E ~ 1D/)?,,'p ACDEDjRc41SED 1vETLAPlDS F(.FlGS Cc fIT q~ 40.11 585'04'11"W L64 24.p9 ~ tE CNAN.c 1rcH
f - ' i d36' I / ~'d0 ~ ~,I,; 'b214'~ / ~ 5B. r. ~ ~ cs '~.b 7. L89 23.06 SPA _ S41'03'45"W L«1 _6.64 54704'31"E 23.06 S8}'50'52"W L65 1277 ~ - S27'16'45"W _ L~2~ 28.10 _ 517'40'31"E RE~~,
~ tt'a3s >~d2' ~1 '6216` •b217 21 '6223' L90 44.50 „~'c5' 44.50 _ rJ L66 10.57 N63'34'15"W L223- 26.78-_ _ ~ 'Ir !~'~1~- REViSIOPJ5 J"' 539~01~30"1~ 6Y
`-t~*r 'd3o' 'aa,~d32' 3~'da- / ~a v~~!''~ F L91 35.62 N9c ~ e . irr'-}3~•+~ ~'et3' .c7. ,e6, / s: ,~o~~ ~ ~ L92 16.93 N2f DB 992 PG 7~ ' 35.62 1y7.9'50'14"W L67 21.46 N25'13'18"W L224 23.82 _ ~ r 50~ ~,_,1 W _ 16.93 N26'45'15"E L68 11.91 N75'49'21"E _ L225 14.03 ;14'22'55"W
DB 526 PG 615 c vF 'des ~J c3 ~ti ti'6 j f 'eta' , `d33' 'd4' ~ oaf L93 36.79 N7c A ~ ci' S L94 21.02 NQ2 36.79 - - N79'43;19"E L69 20.76 N35'46'49"E L226 29.22 S36'.37u?"t
E 'ca' S ~ e 'dzr ~ ~ ~ 'ns k L95 36:50 r 21.02 N03'3713 W LTD 31.48 N07'19'16"E L227_ 18.64 z• _ _ S4, 35 %8"E 36:50 N39'29'31"E L71 20.28 N16'41'OB"E L228 25.11 523'48 27"E
,I ( ~ ~ ~ f ~ ~ 'c1a' ~ 'cZ' h~ N3. ~ i~->~ L96 38.04 N2C 38.04 N20'S3'36"E L72 16.07 N24'19'22"t L229 -25.98 1__5_08'55'26"W
f ~ 'd26' •c1e• ~ •c16• L97 35.43 N04 _ ~ ~ f ~7'd25' " 35.43 N04'S8'25'E L73 54.49 N4T0T42"E L230- 20.25 1_ 571_'32'54"E
r; ~ ~ t9B 29.74 NOi 1; w ~ f ~'d2a' •t21• L99 5.47 PP ~ e a-~ ~ N06 29.74 N0T43'40"E L74 26.04 N10'12'43"E L231 21.D1 ~ S09'0316'E 5.47 N06'09'23"W L75 18.88 N70'C3'30"E L232 _2L53 _ 587'35'38"E
f 'c29' ~ UPLANDS L100 57.59 N02 'd23 ~ ~ / L101 16.21 N4; 57.59 N02'39'04"W L76 31.17 N23'11'21"E L233 24.46 S53'36'15"E
I ~ f L102 20.99 N3C 1 1 16.21 N43'18'S4"E L77 37.98 NO1'34'36"W L234 21.68 ~ S35'G9'00"E 20.99 N30'50'02"E L78 26.74 N29'01;42;;E L235 26.07 - N56'36'16"E
W c2Y f L79 32.19 N35'1347 E L236 16.24 _505'49'20"E "~ft~gnceri~zg¦Architecture¦Surueyti~ng•Techztology
i i ~ f ~ ! ~ ' `d1B' }~..ir1'd21' I~.c23. I P` I ~G L80 42.43 N48'29'05"E L237 35.35 ~ t~0•13'?g' B Ra= ;3i15, ;""-'1 T Evons SL, Greenh;le, NC 27834 252-758-3'SG, 2`2-830-?954 (FaKI _ J _
Q ~ i W 'ail' 'e20' `---I L81 18.84 N17'41'23"E L2.38 21.43 ~511'S1'28"E L82 41.67 N43'00'41"E L239 ~ 27.48 56+'03'13"E ~'RO~EC7 TITLE
/ ,~V ~ ~ 'a1e ,11'c25 - - ~ - L83 12.98 N30'39'26"W L240 24.55 ' ;62'01'00"E
~ Y 'c2a' / I 'd1'"" dl3' L84 52.76 N36'00'20"E L241 23.32_ N75'07'37"E
~ ~ d10' ,~'c29' ~ 'd1M1 L ,t L242 19.53 5650914"E
~`'dl2' 'c28' L2.13 4.30 - r,a~~_~,~3o°E RICNLAND LAi~D ~ !t G L244 __28.11 1166'00'00"[
I ~ ::-l: 'c72' ~ ~ P G A L245 32.21 N31'1~1'1Q"E ~ ~ c „ SECTION I ~ II
' 'c33' ~ G~\i f d9 L246 10.14 ~ 4~ U2 53 E „ " L247 43,29 I 505'33'56"'W
de' WETLAND AREA "A" i / ~ ~ 1.37 AC. ~ AREA "A" WETLAND AREA 8 WETLAND AREA "C" ~--~1--- AC. ~ 5.76 AC. f 0,069 AC. t
F r ~ P O 0 (INCLUDES THE WETLAND THE WETLAND BY COORDINATE METHOD a?n~rlrlc >>n.F ( ) (BY COORDINATE METHOD)
'd6- ~t ~ ~ VQ AREA IN THE CEMETERY) IE CEMETERY)
~ a . 5 yy (~O (BY COORDINATE METHOD) .db. 1 + J DATE METHOD)
o~/ G ~ ,
i 5h P 5 L AN S M AP
~a G 0 D = ~'19~~ ~ ~T' LINE) 1d P4'S~ ~ " " D E F
~ {TlE ~ WETLAND AREA D AREA "D" WETLAND AREA "E" WETLAND AREA "F"
- J`~`C1 0,116 AC. t Fl i Ut,C iti~Er?:~L.,ii_!1 :r ~ (BY COORDINATE METHOD) AC. t 0,252 AC. f 1.58 AC. f DATE METHOD) (BY COORDINATE METHOD) (BY COORDINATE METHOD) SC"~-E DEPARTMENT
1" = 100' SURVEY
DRAV~i1 BY DATE STARTED SHEET No,
T/1 TI1T A I I~rt~TI ~ ~ in • nr~ ~ r-nn
' ~ 0 IV I V 1 HL VVt I LANU AKLA r uK I WBH 02/02/05 SHEET 1 OF 2
TRA TRACTS 1 & 3 = 9.15 AC. f 1-- CNECkFD DRAWING NO.
NCSR 1963 100 b r C C
TETTERTON ROAD - . PFRO`+ED y~ ~ ;
~ 60' PUBLIC R/W
GRAPHIC SCALL: 1" = 100' , PGp.!i CT .lC. ~
0 0, 0 3
THIS DRAW.NC IS 77-p THIS DRAWNG IS THE PROPERTY OF THE EAST GROUP, P.A. ANY USE, REUSE, REPRODUCTION, DISPLAY OR SALE OF THIS DRAWING YATHOUT WITMA CONSENT OF 114E FAST GROUP, P.A. IS STRICTLY PROHIBITED. 0 COPYRIGHT, THE EAST GROUP. P.A. ; U01) r
T

s
i
15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
~ ~ -
a~' ~ / 16 t/ 63 1\lIl U1Il
/ ~ 1 ~i - off. •tissi . ~ ~ J
1 ,4 - ;~•oF o' ~
.;234.89' 1 P i : 1 • .a L f, P =
\ - s4.1 ~ ~ . ~
0 2 ~ Q-• ~
3.63 AC. TOTAL ~ ) PHASE LINE ~ ~1. 9 AC. AND AC. TOTAL . - 'N~INti~~Q,~~~ ) ~ . 50' RIPARIAN ~i F ~ ' ~ AC. LANDS) / six ((F ~ ~ p~~ \x~ 0 L
`l o 5 L S) \ ~ . 1 m ~ 1 ~ ~ BUFFER IX S. ' `I' 1.85 AC. (TOTAL) ~ ItI(1111t11A ~ti
~ \ ~ 1.27 AC. (UPLANDS ~ ~q ~ ) 6
I, \ ~ • ~ •8S, 4p.22 y 1 h. ~
;I;' ~ ~ ~ . I \ \ ~
/ - ` ~ 9 ~ ~ " SITE DATA: ~ / N
~ ~ ~ ~ TOTAL ACREAGE .................................43.57 (TOTAL) \ ~ /
/ ~ ' 1 ~ ,i, 0 / ~ ~ ~ n: ~o p (Excluding Ex. R/W)
/ ~ ~ ~ 50 AC SS EASEMENT ti• ' V ~ • ~ ACREAGE UPLANDS FE ; ( ) ...........................19.73 AC.
~ ~ ~ ,i, / 69~ = " ~ ! 63 co 2.50 - (20 PRIVATE DR E, CABC) / ~ k L- - ACREAGE R/W ..............................................2.06 AC. NUMBER OF LOTS
i J .............................12 J ~
\ ~ ..1 1 - I. ~ I ~ SILT FENCE, LINEAR FEET OF STREETS.... 1 \ ~ UPLANDS/ISLAND \ _ ~ TYP. ~ AVERAGE LOT SIZE (TOTAL) .........................2.84 AC.
I ~ \ (NOT INCL IN UPLANDS
I I ~ ~ ~ 1 ~ AREA TOTAL IMPERVIOUS ...........................1.13 AC. (2.6~) ~ \ .I, ) . \ A• -
8 ~ i ~ r° ~ ~ ,
- - ~ - ~ - s,~ 1
x PHASE LINE - ~ . / > ~ o ~ \ ti
N o IN N GENERAL NOTES: ~ \ - ;'I,
2 ' ~ mss. ~ i i ~ ~ 1. ALL VEGETA110N AND TOPSOIL SHALL BE STRIPPED FROM FILL AREAS 'L ~ ~ ~ ~ PRIOR TO PLACING FILL. ANY QUESTIONABLE OR UNSUITABLE SOIL
- ; .I~ - ~ 0 CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
~ ~ ~ ~ • 1 ~ti P~, \aP h1• MARSH P \ ..a 2. ALL RLL SHALL BE COMPACTED TO AT LEAST 95q OF THE STANDARD
' Q~ ~~J 1 0 Q~ ~I, ~ ~~r.„ PROCTOR MAXIMUM DRY DENSITY (AS1M D698).
,1 `L P 6 ' . ~ , 3. GRADING CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS IN ACCORDANCE WITH THE SPECIFICATONS WITHIN 21 CALENDAR DAYS
,a: .I, ~i, ,I, OF COMPLETION OF ANY PHASE OF GRADING WORK. UPON COMPLETION .I. .I. / - - N
5.60 AC. (TOTA ~ co I ~ ~ i I3.06 AC. (UPLANDS) TURN-UP N OF THE PROJECT, THE GENERAL CONTRACTOR SHALL INSTALL
1 ON-SITE TICS TE • rn ( , ~ 1'Si N) END, TYP. ~o, , PERMANENT SEEDING AS OUTLINED IN THE SPECIFICATIONS. ; y a o ALL DRAINAGE PIPES SHALL BE CLEANED BY THE GENERAL E ,I~
~ 1 M ~ lI N ~ •O FlRE ' - ~ y ,I. M CONTRACTOR TO REMOVE ANY SEDIMENTS THAT HAVE ACCUMULATED.
~ RA ~ ~Z ~ - 2 ~ 4. ALL PLANTING AREAS SHALL BE BACKFlLLED 'MTH TOPSOIL AND RAKED 2 A SEfaI~~Y ~ ~ DOWN, REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR
~ / r 50 RIPARIAN BUFFER 24 i ~ ~ / / ~ OgO, 40 9 , X ~I, ' SEEDING AND PLANTING.
~ 52.19 ~ ~ . SWALE INV. 1.0 ~ 5. ALL U1ILITY TAPS, CONNECTIONS AND EXTENSIONS SHALL BE DONE IN
~ / A _ 9~ ~ ' ~ ~ ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES.
,~ti l \ ~ / ~ - ~ h \ ~ 6. LOCATIONS Of EXISTING UTILITIES AS SHOWN ARE APPROXIMATE. 19' WI P R _ ~ i... \ DE LEVEL S o / - _ CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND COORDINATE CON
i V ~ ~ ~ A i \ . ~ (RIP RflR) . ~ •o - NEC110N WITH PROPER AUTHORITIES. CALL "ULOCO" 48 HOURS BEFORE
~ \ \ ~ I' I ~ / ANY EXCAVATION IS BEGUN. ~ ~ ~P 2.63 C ( L)
~Ir / .I. .I~ ~ \ ~ i ~ ' Q 5 0.87 AC. (UPLANDS) / 7. ALL PERMITS AND FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS I N ~ ~'FE ~ E ~ , ~ ,~0 ~ ~ 05 01q° ~ ti ~ / / ARE THE RESPON5181LITY OF THE GENERAL CONTRACTOR. ITS
62 - ~ ~ / ~ tip.- ~ 3.4 OQ® ~ / 5 Q r 8. WATER SERVICE TAPS BY BCWC AFTER INDIVIDUAL LOTS OWNER MAKE
ao I rn .l, \ ` ~ ~ ~ 13' WIDE LEVEL 2 LEVEL I % ~ x ~ 10 q;5 I L APPLICA110N.
/ .I, ~o. /,I, 1+ SPREADER ~ - ~ ry. ~ ~ 1 ` y ~ (RIP RAP) EADER ~ R30' m°; x`e 4 / ~i 9. LOTS 2, 3 & 1 HAVE BEEN DELETED FROM PLAN. / SWALE / / RAP) I `r° i ~ INV. 1.10
.I~ p - .I~ ~ 1 ~ p! ~ / ~ p / ~ ~ TYPICAL LOT SETBACKS:
Y ~ i L . ~ ' .li / / \ ~ 'S~ R55' ~
~ ~ .I~ .I~ .I~ ~ ~ ~ % / FRONT: 30'
MARSH ' ~ \ WETLANDS UNE, ~e~ ~ , SIDE: 10' f ~ ~ ~
o Q ~ it N ~ EDGE OF WATER/ ~ i `0 , - ~ MARSH LINE ti0 '
x I ~ . - cy o lue ~ ~ ~ 5416 ~ ,X ~ . 5
~ ~ \ ~ ~ / ; ' ~ ~ SITE LEGEND i
/ 2.60 _ , . ~ 11 ~ / K - 70- - CONTOUR
" ~ ~ ~ . K ~ 2.08 AC. (TOTAL) ~ ' ~ .I. I ~ I _ ~ ~ x 70.G0 SPOT ELEVATION / , + 1.06 AC. TOTAL i ~
ro I1. AC. UPLANDS - / 14 WIDE LEVEL 28 ( ) I ' SPREADER 4' WIDE LEVEL ( ) / WETLANDS LINE, SPREADER ~ ' 0.73 AC. (UPLANDS) ~ FlRE HYDRANT ~ ~ TYP. o
/ ~ ~ ~ r°~~ j ~ ~ ! (RIP RAP / ~ / I (RIP RAP ~ ~ ~ , ; 0 w WATER VALVE
/ / / 1 i ~ / r Q / n, ! ~ ~ -o- PP POWER POLE
/ \ / t ~ I i - r ~ ~ / FE _ ~ I - ~ FLARED END SEC110N / ~ i
` r ~ ~ / 3.00 r ; I ~ ~ I , » ~ ~ STORM DRAIN ~ a % ~ a I ~ .I. i` y ~ I WATER MAIN
~ ~ i ~ ~ ~ i 1 d ~ I ~ 5 f N s .I~ ~ ~o ~ E- ELECTRIC
4 9 ~"r--~-~'"• 60 v'• X- SILT FENCE
~ ~ ti ~ ,,Z,, ~ , WETLANDS _ \~PG \ ~ ~ 1 .I~ LINE, TYP. ~a ~ r p I ~G ) ~ r ~ 1.22 AC. (TOTAL) _
m ~ ,J ah, ~ Q ~ ZO SE Q J ~ ~ ~ ~ .49~AC. UPLAND I FM- FORCE MAIN 2 ~ ~V° 12 ~ ~ ~ ' RI ARIAN FFER i J NORMAL WATER LEVEL
48 WU ~ ~ .I. P ~Q~ s .1 ~ 3 p \ - 50 P BU / ~ Q ~ ~ ~ CAMA LINE
i ~ Q r3 Q o ~ 15' WIDE LEVEL 1' \ ~ ' ' ® ~ ~ I o~ 50 RIPARIAN SPREADER ~ " / ~ WETLANDS
fug 1 I ~ .I~ 1 ~ ' J „ - S7' ALE INV. ~ RIP RAP ( )
~ 2 SCH 40 \ / ~ ~ ~ ~ 1.30 v r
iW /PVC FORCE ,I~ ~ ~ ~ : ~ 1 \ I r I U MAIN,TYP.. MARSH 1 1 - ~ / 5 WIDE LEVEL ~ ' 1N~• ~ .I, v i' ~ 10 -
• ' = f ' ~ ~ ~ / , SPREADER 3 / o 3e I / ~ 1' ~ 75' CAMA LINE ~ q, 50 GE ~ (AREA OF CONCERN) ~
4 %^w ~ .I~ (RIP RRP)-_ ,FE p~5 P\~1P 5~6 I .I. ~
/ O ~ v' lr~ ,I~ ~ / 1.77 AG (OTAL) i / ~ ~P~ 2 S>L~ .i, \ 5 ~P _ ~ ~ :L ,I
, / " 1.35 AC. { PLANDS) r ,I, ; ~a' 266 ~ .i. ry X ~,Lo 13 -
H ~ ~ .zj.. ~ ~ J ,e i t , j~ 1.22 AC. (TOTAL) / 23~•
- ~ . / \ \ ~ - _ _ / I FIRE 0.67 AC. (UPLANDS) ~
/ HYDRANT ~ .I~ \ ~ ~1 / j ~ I, - .I~ / ASSEMBLY \ i'` ~ ~ \ ~6
\ t 1 . ( ys r ` _ i 1 I ~ ~ ~ \ 15 \
~I, .I. \,~a SILT FENCE, j (CON'T) \ ` _ \
\ \
f ~ 7 r N: 0 \
1 .li > A I ~ TURNIP ~ ~ \ ~ ~ SEPTIC AREA END, TYP. ,I, 1 - 5~ ~ ~ V 1 0 0 6
- ~ I ~ FOR LOT 6 a~ ~ ~.p~ 13' WIDE LEVY J ~ ~ ~ o ~g 1 o. ~
J I - ~ SPREADER/ a 4 6 ~ 0 a a~ l ~1 PRIMARY & REPAIR AREAS ~ o G
G .I. ~ r ` (RIP RA) rn ~ / ~ ' 1.52 AC. (TOTAL) FOR LOT 10 ' ~
1.07 ;A~: -fUPtANDS1 r~ % ,
I j ~ ~ ~ N -LV (URAIIVIiVG WM I ~ ~ ~ (ON-SITE SEPTIC SYSTEM) ~ 5Q00 11 A I f I
~ ~ -0 i .I, ~ , FIRE v; ' ' i ~ - t HYDRAN '
i / ~ 3:00: -PROPOSED J Y . ASSE LY - -2" SCH 40 0.46 AC. (TOTAL) I b r PVC FORCE ; ~ I '
i ~ S ~ SWALE ®0.2~ 13' WIDE LEVEL ~VO WIDE LEVEL .3~, { _ j. q.0 MAiN, TYP: (MARY REPAIR AREAS i ~ ~ r PR & TURN-UP ~ Q P ~ N
SPREADER _ SPREADER ~ {RIP RAP) .y (RIP RAP) FOR LOT 9' ~ END, TYP. ~ ~ ,
- INV. ~ ` ~ a' ~ rn ~ N 0~ 12A ~ ~ o~ S P A C E
I : / / ~ ~ 1.40 4p• Q.O' ~ ~ ~ ~ N ~ ~ 35 FE / ^N
j 20' DRAT AGE ~ R ~ o 14' WIDE LEVEL r } 36.6 ' / ~ ESMT. X 3.Z~ 6 ~ / ~ • 0.46 AC. TOTAL ~ \ 2.57 AC. TOTAL. ( ) ~ ~ 4 ( )
SPREADER j ~ ~ ~ , ~ ~ ,5p - , ~ _ F (RIP RAP) - - - Q ~1 -0.78 AC. (UPLANDS) F PRIMARY & REPAIR AREAS ' ~ ~ \ p~, ~ '
.I, ~ i ' INV. ~ ~ ( 1,40 G28 ~ FOR LOT 8 PRIMARY & REPAIR AREAS ` i i ~
•I ~ o 20 GE I ~ _ fl1~ i FOR LOT 13 ~ ~ ~ \ ~ ~ WALKING TRAIL ; ~ 13A ~ ~
,I. RP1NP S ~ ; 6 PVC MEN 1 wA ~R ~ - l0A o \ ~ BY OWNER ~ ~
EPSE,t, Mq~N M R S H R50' ~ 0.64 AC. (TOTAL)' ~ 1 °o~ ~ E~~ ~ 0.63 AC.~(TBTAL) \ ~
1~ .I, ~ ~ TOP Of j j + ~ ~ '~Ei' ' ' ~ m ~ ~
I ~ ~ ~ BANK, TYP. ~I, ~ I o , ~ _ GE PRIMARY & REPAIR AREAS ~ i i ~ 40' PNi i ; I `~~E~ ~ . - FOR LOT 12 b I f o
0 / X ~ ~ ~ ~ i 15'~ RCI ~ l o 15'`; RCP P ~ ~ o ~ ~ ~ ~ WA• WAY 55~~'i ~ I o ~
T. ~ .I, ! / ~ " cn i CULVER CULVERT ~ P ~ r ~
MARSH CREEK LANE ' r I _ 2 ti~ ,h I r ~ N _ - - ~ 0.47 AC. (TOTAL) , 0 6 i ~ E
„ " ~I ~ - 0 ~ E - ~ i , ~ 13' WIDE LEVEL SPREADER q 1 -60 -0 ~ I C ~ ~ ~ X50 ~0 . 00 REVISED RIP RAP IN DRAINAGE ~ PRIMARY & REPAIR AREAS ~ ~ ~ ~ 1 1 12 06 SLJ
~ RIP RAP ~ ~ { ) N b\ i ~ N F R T 11 ~ ~ ~ ~ i ~ - ~ / / EASEMENTS 0 LO ~ ~ , , .J
~ 50' RIPARIAN BUFFER ^ d ~ ~ / 60 INGRESS, EGRESS, AND REGRESS EASEMENT >g
/ / TLANDS LINE / X X ~ 8A p " " 0 8/22/05 ISSUE FOR CONSTRUCTION BPB 0 ~ ~ DB 1272 PG 568 & PC F SL 100-7 0• ~ 1
i ~ , ' ~ ~ ~ ~ ~ TYP. / ~ I 15 f / 0.82 AC. (TOTAL) ~ „ L . ' A 6/22/05 ISSUE FOR SEPTIC EVALUATION Hgn
~ \ F 3. 35' WIDE LEVEL SPREADER I ~n
( ~ I R (RIP RAP) 5 ; ~p , l ,a , NO DATE REVISIONS BY
.p - _ x ~-PNQ - J; ' .I~ ' Fio REV.
~ .I, ..a ~ , ~ ~ I 35' S4 13' WIDE LEVE ~ _ ~ 1 0 . SPREADER o , h ~ ~ ~ o ~ ~ 35' SWALE INV. 1.6 ~ ~
RIP RAP ~ " 8.35 AC. (TOTAL) x RIP o ~ 18" RI . ~ I .r- / ~ ~ WETLANDS LINE, TYP. ,I ` ;;Y - _ ~ ~ ~ FA _ ~ , / ~ D
D ( ) ' ~ ~ 5.81 AC. (UPLANDS) ~ RAP " , R P A r ~ ~
~I ~ (ON'rSITE SEPTIC SYSTEM) i ,I. f , 75' CAMA LINE - _ _ ,i, . 1 , . ,i,
I (AREA OF CONCERN) / ~ 4. 0 ~ 1 i .I, ~ J F/~
h ~ ~ .I, ~ ~ ~ x ~ ~S 20' I g - j ~ ~ 2a,aoD sF FES I ~ / ~ ~ ( T P I INV ~ - MARSH ~~t .S 20 DRAINAGE ESMT. \ J ( \I f~`
1 / ~ 0 SOL INV PRIMARY } I. .I, j ~ I I STOCKPILE ~ 1.80 e 1.7~ IV PRIMARY & REPAIR AREAS ~ ~ ~!~.1 ~ ~f/f'~ ~ ~ 70... ~ .I, ~ ~
10' WIDE LEVEL ; : ~ ~ / ~ x ~ FO~ FOR LOT 5 , ~ -
SPREADER ~ .I. / I ~ o - RIP RAP ~ I~ ' ~ ~ ~ 1, AT' ~ ° ' b s ~ ~ ¦En tineertin ¦Archtitecture¦Surue in ¦Technolo y 5A o ~ ~ \ ~ .V 5 9 ~u ~ y a s - 3ssa~ ax
{ } 1 I l k5 it 0 1.. / V Q I17 / MARSH i i x~ i ~ \ ~ ~ ~ ~ / r- ' ~ ~ ~ ~ Bax 7305, 324 S Evans St, C~eenn e, NC 2 834 252 58-37 252 830- ( ) - hJ - ~ ~ l it/~
~ ~ ~ ,t ~ ~ ~ FE ^ i ~ 4.10 0.52 0.52 AC. (TOTAL) ~ ~ L~.~S' ~ PROJECT~,~ OJ / /
.I, f~ I i i ~ W \ ,l ~ I \ . \ , ,r,, \ - ~ N
~ 1 II ~ ' . ~ ~ ~ x z 3 15" RCP i ~ ~ ~ , ~ ~ v WALKWAY CULV ~I ~ .I, ~ i ~ I rn ~ > ~ 5 c _ RICHLA D L ~ , ~ WALKWAY CULVERT ~ 'o'
50' ~ ~ , 13 WIDE LEVEL TOP OF ~ I f r ° d - - , VII N _ _ SUBD S - I \
SPREADER BANK TYP ~ ~ i x ~ z m I / i (RIP RAP} ' N ~ F I ~ 16.6 0.
li I ~ ~ ~ p ' - - - - x ~ TIN 1 SCO - - - - ~ - - - ro~,r ;_rl
GEORGE MACK DUPRE ~ ~ / ~ a ~ e 1 ~ ~ ~ ~ ~ 20' ACCE'. De ton PG 1za ~ ~ ~ ~ rn, 20' ACCESS/MAINTENANCE EASEMENT ~ ,
.i, ~ ti' I X X ~ ~ Z (FORr'OPEN SPACE) - Richland Townshl Beaufort Co., NC N v y'~ ti 15 " 4A ~ ti. r,,;;,Y I
.L i f , n o o b I ~ ~ ~ r - IA U ' ~ - DRAWING TITLE 0.75 AC. TOTAL PRIMARY & REPAIR AREAS ~ 3.18 AC. (TOTAL) ~ 'i,/
~ I ~ ~ PRQX.-~QO_ LE~E:EX,_ ~ i ~ 0.75 r~_ I~ - TALL PINE COURT ~ - ( ) FOR`L~T_.4 ~ 1.54 AC. (UPLANDS) ~ ~t,/
_ _ ~ a _ ~D€-~. 9~ _ 1 =60 -0 °'=L ~ - 18 RCP TO BA~'LIGHT-. _ ~ r i n and Sedimentation _ ~ Eoso - - ~D€-1,QD LF OF EX. ROADSIDE ~ - _ _ _ SON .SITE SEPTIC SYSTEM) t 60 30 0 60
x.F i 40'X2
I 1 I i 3..; ROCK SILT _ _ _ ~ ~ ~ 1 Control P I an 40'X20' SIGN EASEMENT ,.oe '-----p-~-.-~ =c~- {f;`f -
. ' CHECK QAM 4 - - - ~ - - i r "1l r
_ .H-_._- _ _ - _ 1 t _ TUX70~ 268.16' - - - - - _ 3f~~--_- _ - q , .
- _ -~'C-~_M11F - - --~~w ~ ~ '°5 r { Y i A DEPARTMENT _
~ ~ - _ _ - . _ STS - ~ _ s - - - - - - - - - - AA - ~ CIVIL -
tiA - - _ _ _ _ _ R fi0_LF 18-RCP _l~f FES & R1~_RAP `V~ _ E t - _ ~ DRAWN BY DATE STARTED SHEET No .~---4=~--~•- ~ ~.~j _ say SLJ 5/23/05 2 OF 5
__w - - - - T..~ _ - - ~ -~`FP:--- ~ _
- = ~ -T-~-- 6" TAPPING TEE _ „ R s., `''EX. 6 PVC WATER .MAIN F~ _.."~r~ -w ~ ~~te S' r ~,~;u= ~ ~y, CHECKED DRAWING NO. CA3
A d~6" G. V _ A AQ ~ - , _ - _ _ _ - - ~ - - - A f~
- - " C a' APPROVED
rc~ ~:4`, _ _ ~i=-sr PROJECT N0.
60 RIGHT ~F WAY ~n pav~~~~ .~A, 20040333
THIS pRA'MNG I$ T}IE PROPERTY OE 1HE ST GROUP, P.A. ANY USE, REUSE, REPRODUCIIDN, DISPLAY OR SALE OF THIS DRAYANG NiTHOUT WRITTEN CO SENT OF E EAST GROUP, P.A. IS STRICTLY PROHIBITED. (COPIRI ,THE EAST GROUP. P.A. 2006 I
15 14 13 12 11 10 9 8 7 6 5 4 3 ~ 2 1
s
.t
ik

~I
n

15 14
]3 12 11 10 9 g
~ ~ ~ 6 5 4 3 L ~
~ ---Z
/ ~ 1 ~1 l
~ ~ ~et141 E i l t/it
~ l ~ ~ I~ ~ ~e`~.~H CAR®~iii
/ ~ ~,`GSS~~.2 ~0
r ~ ~ ~ ~ ; a EAI~ -
~1 ~ i 2 I NCSR 19
'9 1 ~ 0. ~ ~
~ ~ NCSR 1906 ~
~ ~J 60' S0' PRIVATE R W SEE PLAN i S ~ TE 1c ~ ~ ( ) ~F S. G~y',`'q ~ 1/ ~ i t+I13Lit1 `,i0 '
i I ~ ~ ~ ~ N. ~ ~ ~ NCSP 1963 3 50'
~ ~ ~ A ~
~ 3 Hwv 33 S- VARIES 6' ~
0 ~ 6~ 20' CABC 6' 6' VARIES SITE DATA; 9' 6' 20' CABC (PRIVATE DRIVE) 6' g'
18' ASPHALT TOTAL ACREAGE SECTION-1,_...43.57± AC. (TOTALi 0 TA L i
(ALTERNATE) U CINI 12' ASPHALT 0 (Exdudin Ex. R W~ 9 (ALTERNATE)
TY M A P ALTERNA ( NOT TO SCALE r i MIN. 2" I-2 NUMBER GF LOTS (ALTERNATE) . I ...i2
1 4" PER Fi. ASPHALT MIN. 2" I-2
3 . 1" PER 1" PER FT. ~ 1 _ 1/4" PER ET. ASPHALT GENERAL NOTES:
1" PER 1 ~ PER F7',
' 1 - - - 3 , 1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM FILL AREAS 3 • -III-I 1I- I iii-~ 1 PRIOR TO PLACING FILL. ANY QUESTIONABLE OR UNSUITABLE SOIL REAS L
MIN. 8" AGGREGATE BASE COURSE ~ (PER N.C.D.O.T. STANDARDS) CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. :WEER.
COMPACTED SUBGRADE N ~ MIN. 8" AGGREGATE BASE COURSE 2. ALL FILL SHALL BE COMPACTED TO AT LEAST 95~ OF THE STANDARD IDARD
COMPA (PER N.C.D.O.T. STANDARDS) PROCTOR MAXIMUM DRY DENSITY (ASTM D698). CTED SUBGRADE 3. GRADING CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS
N ACCORDANCE WITH THE SPECIFICATONS WITHIN 15 DAYS COMPLETON AREAS 'LETION
1 TYPICAL PRIVATE ROAD SECTI N - ' N OF GRADING WORK. UPON COMPLE110N OF THE PROJECT, THE GENERAL CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS OUTLINED IN THE :NERAL IN THE
0 20 CABC N.T.S. S°ECIFICA110NS. ALL DRAINAGE PIPES SHALL BE CLEANED BY THE GEN~ S EASEMENT ERAL GoNTRACTOR T R - ~ E GEN
0 EMOVE AN7 _EDIMENTS THAT HAVE ACCUMULATED. N.T.S. 4. ALL PLANTING AREAS SHALL BE A ULATECi.
B ChrILLED WITH TOPSOIL AND RAKED DOWN, REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR RAKED
SEEDING AND PLANTING.
5. ALL UTILITY TAPS, CONNECTIONS AND eXTENSiONS SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES. JE IN
6. LOCATIONS 0~ EXISTING UTIUIIES A5 SHOWN ARE APPROXIMATE.
M CONTRACTOR SHALL FIELD VERIFY LOCA110NS AND COORDINATE CON- NECTION >MP~ PROPER AUTHORITIES. CALL "ULOCO" 48 HOURS BEFORE I-
ANY EXCAVATION IS BEGUN. -FORE
M 7. ALL PERMITS AND FTES REQUIRED FOR CONSTRUCPON Or IMPPOVEMENT ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. /EMENT,
8. LOTS 2, 3 & 7 HAVE BEEN DELETED FROM PLAN.
TYPICAL LOT SETBACKS:
FRONTS 30'
SIDE: 10'
L ~
\V Q SITE LEGEND
I ~ ~ ~ L NORMAL WATER LEVEL
~ M~~~ CAMA LINE
V 50' RIPARIAN 8 WETLANDS
G
G ~ ~
P i 9 /
S K ~ ~
~ I n ~ i ~
U~ i~ K
~
~ ~ .
~ f
'~~/`n- VVl / i i i 7-
~
J /
BETTY CREEK
-
/~M~\/\./` \ .~4. ~4. Jai
_ - -w.,.,.,. ~J\ i ~ ~ ~ ~ •
~ / i
~ ~ i / ~ ~ ~ r~
~ ~ ~ V / ~ ~ ~
i 1
~ ; ~ 1 k l
H ~ ~ 1 ~ - - ~ ~ 12 ~ ~ ~ / .
~ ~ ~ ~ r
~ ~ / i ~ I,~ ~ ~ ~ ~ 4 /
, ~ 1 \ I ~ /
I 14
~ / r
_ ~ e„ n 1 1 A ~
_ ~ ~ U ~ ` ~
?,q \ ~ i
~ ~ ~ G
FUTUR l ~ / loa ~
~ E)
o ~ _ - P _ N`""` TALL PIN ~ E COURT I 9A
~p ~ _ - 5Q' PRIVATE R ~
0~ i 8A ~
~l ~P
6~ pF ~ f 1 W m a Z~ ! ~ o
~ ~ ( NRE) ~ ~ a. ~
G`' ~\G _ ~ p ~ ~ ~ ~ ~ YIQ
0~ P~ - - ' w ~ 5A
6p - 'J. ~ ' - U Q II ;
~ ~ ~ 1 w ~ ~ \
~ / ~
~ ~ l 5 Q 0 4A

E -
- _
NSCR 1901 INpIAN ISI IN QIAN ISLAND ROAD - ~ 60 RIGHT OF WAY, 20 PAVEMENT
E
0 822/05 ISSUE FOR CONSTRUCTI N 0 BPB PB
REV. DATE R VI I
D N0 E S ONS BY Y
D
' ~ ~
¦Engineerting ¦Architectv,re¦SurveyIng ¦Technology
C Boy 1305, 324 S. Evans St., Greenville, NC 27834 ?52-758-3746, 252-830-3954 (Fas)
PROJECT liTLE
RICN LAN D LA NDIN G
SU BD U ISION
0
SECTI - ON 1
Richland Townshi Beaufort Co., NC
B DRAINING ?'ITLE
B
Com osite PI p a n
SCALE DEPARTMENT
AS NOTED CIVIL
DRARiv 3'; vATE SiARTtD SHEET No. Owner Develo~er_
A _ SLJ 1 OF 5
r`.I!irl ~;u'~ r'!-~,~~eC-~~ ~~HECKED DRAWING N0
150 75 0 150' ~~j~u pc~~ Beebe HGN~MSC 150 - A
1 "=150'-0" ~0`~ P~iir'ul,, ~i,;iie ~ na~~RO:Er_, ~
~~~~~B"~,r,, ."~~v. _,B~-,fiQ MSC
_ . ~ ~ J~ ~Z_n ~Q
15 14 13 12 11 10 9 8 R ~ ~ E~~I ~ ~z 2004 S D, AN~NG I i ~ ~ O 3 33 S 'HE PP.OPERTY' OF THE 5T „F2WP, P.A ANr LSE, REUSE, REPRODUCTION, DISPLAY OR SAIi OF THIS pRAW1NG N"THWT NRITTEN r,~5~7 Or" . E EAST C>PCUP, P-A IS STRICTLY PROH!BIT~. ; COPYPIS THE EAST C~PWP. P. A. ZOOF )
7 6 ~ 4
3 2

_._._~__~_-.~._..W..._..~
,

~ \ l7' - ~ ~ JI:
'j5;1 ii 111~~~J• I - •.1,t 5~~ n
~ ~ ~ a r-,~ Y ~ ~ • f r~~l ~ ~J ,f
r~ ~ ; ~ I ,rah' 'ir" ti
~ ~ r - . ~ P ~ ~ ~ f ~r _1 i
~ - ~r `7. .%1 l ~ , , SPRING CREEK v- i~> :S'.:vi~
912 ~ i ~Pr,'~ , ~ r1os~ ~ ~ ~ ~ ~ j Rv ~i , yw„
1 r.~cse 1908 ~ _ _ _ 'e 9~-~I~P ~~4~' ~i
D~U~I~JARY UPJE TABLE EROf,1 "AA° TO "BB" ~ +unpti~ 1 AA° TO "BB" LINE TABLE ~ i;OM 'CC" TO "AA' F _ _ _ _ j , LIN~ TA9L E FROM „C' 10 A~. LINE TAt3~.E F'~O~M CC TO "A,1 j J; !~7
LINE LENGTH ~ BEARWG J BEARWG LINE LENGTH BEARIfdG LINE LEPiGTH B A(I r ~ ~ - - ,~..,~,a~...„ E ~.LU LIl`l~ LL~J~iH I iJEARING
~~cs~ 1ss~ r ~ L500 h79.01 ° a , ~ N48 ._.0'37 1! v st--~--/' LStifl L501 X36-57 n„ N48'20'37"~"! L531 75.80 N84'4D' 4' ~ ' ~ ~ - ~ ~ ~ 28 W L6 ~ 5~.,~0 507 26 04"W L754 14.02 I N14'19'`" 'l1' ~
: _NOl'11'42 rJ y~ a ~ _ y. _ 13 ~N70'32'45"W i . _ N01'11'42°W L532 13.79 , - S42'10'31"4J L644 _ 20.61 _ 570 0~ .;7 W L755 53.3 ~ ~ ~ _ - IU70'32'45"W L533 16.40 N20'29'28°W _L645 18.70 ~ i ~ n X01 ~ ~ ~ -
- 1l <3, ~~03 ~Q31 N1302'10"W ~ ~ ~.K ~ 1E8 i f S6~ 123u W J~6 ~U.,,t, 11020~''~7 ~"i 1AT TNIS COPY OE THiS Pi_~.7 N13'02'10"W L534 43.15 N76'29'S3"W L64G 35.71 ~r ~ ~ ~„~uR;a.ur DEr~ICTS THE BCiUPiDAE C'" ' ' _ ` ~r T
~ , L5n4 118.98 o w,J. N32'28'40"W N64 11 W I »7 f~., ~ z . ~ 1 I y r. ~ _~if - - I---- 11~ ~ 1 ; ~G ~1 ~,~F,'al:~~Cil_~~t OF .,ECTIO~~J 404 TNL {,.LAN G'A~(r: N32'28'40"W L535 20.68 _ S70'02'18"~J L6~7 16)6 N290 1''lU U58 54.70 ~1~_~I ~ ~ h,_
~ N ~ _ L505 70.00 LJ09'36'23"lM ~ p • L~01~ 80.62 ~ N09'36'23"lM L536 46.57 - - - _ _ __'~37 i3__8-+'- - ~ ~ r,~ ~~h_T~~!7hdINED QY ThE ~~P~uERSiGf~LLl C S13'16'S3"E ~F98 3?.17 Nil "1 L759 ~ r ~ - • ~ r. ti~ ~ ` i ~b~ a 4'J I ~ ~C ; ~ i 7i~iL!?E ~S A CNI `,Gt Ih 1r'' L ~;4 L I~
A 7` , L N~ 00 34 E ~ ~ NOT TO SCALE ~ ~ I i_5G? _60.32 'J06'04'54°E N27'00'34' E L537 12.32 n' ~ ~ - - 55G'31'2~ ~J L649 ~_.~31 N43~+, ~T' W__ L760 ~i74i I 5~,5'1Y2 r i'UPL.~~LI:~i REGULAT14i~lS, 7HI5 Gti .2~7~!Ni I!t1;~1 ~r
°'z,, ~ ~ L508 168.20 t ~`o. ro _ _ S72'41'S0"E N06'04'54°E L538 16.26 ~ - ~ ~ N56'4809 W L650 37.87 I ~ r~i t',~nlSDll'IOn ~ ~ GPI ' ~~I ~QR i~ 8'W ~.7f,1 I/_ia I ~ ~J FP 8 rt P3 ; ~ N38 ih I _ _ S~t3 3h S72'41'S0°E L539 31.51 I ~ ~ a-
L509 171.83 N67'01'29"NJ f - / - ' 9 50 W C6~1 I ~ ,~b N26 1 N L16~' X4,84 i ~ r r (ttU C1V~ f~ t R5 rR x~ 71 L ~-fE. _ _ 36 ~9 E ,i r;r~ ~ T~ A C' ~ N67'Ol'29"VJ L540 20.,15 S44'45'26"W L652 I _,18.59_ p;OU ~,,1+~ - ~ - 7~' ~ ? r 11 1A 0; WAS ,4AD~ Ui1~iJ1~C ,?7r_ 1'387
L510 ~ 94 ~6 G~41'S2'09"W • ~ - r--- ~ - ")41'52'09"W L541 27.43 508'1 ~ t ~ ~ ~ - L b~ b 3 ~ 1 1_~~ ~ _ 1 ~ ";GIB"vtERS 1VE TLANGS DEUI ~?.ai10', !,1AhJUr~,L. ~C r,~3 5, ' L 164 ~ ~ I ~ ~ r~ I _ 3 ~8 JJ 6~3 ,~-~.11
~ L511_ X51.05 N - - I 1d28'29'S3"E L542 10.14 <<-~~~ - ~ 'I 567'45'36' W _ i 6 ~ ~ _ ~ S78 i •+i; ~ r6 5 5s3 ~ 8 _ i i i ~
~ L512 173.30 581'30'01 "E \ L~13 163.45 N67'07' "W , 58130'01"E L543 18.52 a ~ ~ f ~ ~ N83'08'~9"1J X655 ' ; r n ~ ' 7 ~ ~ 11 ~ ~ r I 3 N67'07'32"W ~ L~44 36.1 S74'19'~1"W L65C 19,,9 ~ ~ U67 f ,',_3
32 • r. 3~ L514 67.13 N~3'30'04"V~ ~ . '~33'30'04"W L545 - - ~1 H1 ~ > > Jv_ _ ' ' ~ _ 24.~o r 1--.___ ~ - _ . 524'42'45"1N l_6~7 , 19 ~ ~ ,ipf
~ _ j 1 L515 3.31 N80'36'1~4'VJ _ } S5~ ~1 "J _ - ~ L 76d ;I ~ . . N80'36'14 W L546 33.9! < - S23'37'44'W 6~8 5.02 531 ~ `;i 1'09 3,1~ _ ~ -
~ ~ L51~ _ _ ~ ( F _169.71 ~ N17'15'44° - ` 7 - - ~ .,~ao M..~ ~ L517 9J.i5 N38'll'48"~`! ~ - f '°7 0; ~ ~ . 32 u 503 _ _i _ Sc36 1J L659 15 585 5 -'E ~ 1%0~ ty;~% ~ - _ ~ 3 .
it L ~ - ~,t"_ P~38'11'4 1 2 ~ i t L548 34 t n; - 8 542'07'28"E _ L660 f F ~ ,r ~ - .,J~ ~7 ~ ~.~~1 irl.i i ~ I
'~'r-. . Cj) r _ ~46'S4'21 °E 1, - ~ ~ ~ L579 ~~1.10 534'26 52 ~ N46'S4 21 °E _ L549 26.3 ; i - ~f~ - - - , ' _ 509'1 ~ ill , ! 1__L6o1 ~ u3 506 i , td 11 ~ 17! I-, 1 ~ c , ~ ~ ~ ~l ~ _ 534.,6,.2 , L550 1 536'4218' 4"! I L662 ~ +I qq 570 U' , i _ ~
L520 410,03 ti ~ _ N79'32'33"E t , _ , ~ ~ - I i~ ~~179'32'33 E L551 20J; ~ S4T25'S4"E L6r~3 „ 5.; i A;tt"~rJ t~ ~l.~fvlpl2$
_ L"°``" ~ L521 I 72.80 ~J03`53'18"W ~;,9s• ~ •.,~c; I ~ i 1~t0.22 ~J32'40'03"~ S734913,~J L~74 u,1'1 I - ~ ~ - - _ 1 , ~ ~ '~4 J03`53'18"W L55~ 13.1,.._ 580'51'53'W C._ L6G4 „0.13 - ~ ~ - - L_-- 502.~61u"L U~., i ~ t~ I
J32 40 03' E L553 10.'~ 9 N26'26'22"W ~ Li,35 2~. _ - ~ - I ~ ~ 1a ~ ti _ _ _ ~ 98 571'32 35'E ' 1G I ~
i s'~'~ , ;ca ~ _ ~ 523 47.02 fJ11'75'35°Vl r L { ,r• ~~~°.~.•y ~,,~,uj L 54.12 N71'56'12"E PJ11'25 35'V1 L554 36.25 N11'07'59"W L6G6 44.74 ~ ~ ` ' ~ _ 7 I - N6B503 E- L77~ 28.i ~'r 3=t4 ~ ~ N71'56'12"E L555 27.5:.' N ~ ~ - ~ - - -
~ ~ , ' ~ ~r~_ - - ~ i• e,;~, °s„ L5?5 127.43 _ 537'53'42"C - - 6615 36 _6e7 ~ ~ 557 06 D' i= ~ ~ ' ~ 778 a<.E1 ~ ~ I , b ~8 4! i 537'53'42"E L556 30.57 1 57 31 W L668 1~r 18 x.719 ,166'51'19 W
3 ''s9. L_526 ;?07.77 ;03'15'39°W n ~ ~03'1539 W L557 19.05-,-_N75'3950"W L669 ~ 82 - ~ ~ r ~ a~ ~
_ s s,,. ~y, 93_ 56;'39'2?_ E ~ S67'4~_~b F _ _IRu_ ti., ~ ~•G ~ ~~PiT, WERE ~ rtOJIDEO E3Y ~fOTAL _ - --wC ~8 ~6 ~ ~ I 36 392?"E L558 30.86 N60'05'41"W L670 ~ _ 1(,.23 L781 • -'I ~ t,,~,; Sf-NVIC'~5 At,ID 69"R1' N~07 r_LD On,~E~') _ - __f_ _ N6351 ~ ~ P'7 i'.,,~9 ~ ~ . - _ a
~ °,~s, ~s6, l ~ L528 1nL~8 i 50607'38"E ~ LJ~Q ~7i.11 ~7~,,,~~. X06 07 38 E L559 20 2 ~ ~ ~.P d11'. 1J76'SD'45"W ~E11 ~ 6.53 560'45'23"c ( 82 ~ ~ ' 9~_ i ~1
~ ~ '2 ~y \ ~ L L530 ?80.17 ` S63`OF 26"'F ~7T"' L560 60 S57'2T03"W _ _ - RL FO" d~'?L ,~~D SPR - i_ L67~ - - N85'07'25"E U83 ;•6.~? ~ r~~i A~ p ,+r Fr ~ ~ ~ ~r46~*8 r1 «~PER`sl' FOR CLEAR WATL{1 1~tIdTUfES, L.L.C. 563`Ot~ 26"'E' ~ L561 94.78 ~ 552'59'17"VJ L6, 3 13. F ~ - - ~ --t~__ -
-J ~ ' ' - v'`„~ °100 .-r._ vq - 8 ~ 5821 ~ ~8 E L784 35..1 i ~ ~ ~ '~s L562 3242 ~ ~ ~ ~F ; - - - eG ~8 J9 I N84'34'28'W L6, ~ _ - =a
i r i ~ ~ _ ~s ~ ~8 546'49.07°E _ x/85 32.L- .)_~1~ r_ ~ L563 91.41 N60'32'11°E ~L675 34.20 •7 ~ ~t_ I ~---C_ ~;,---I 5098 57 E L /86_ _ ~.4.~~3 ~ - ~ I ~
_ _ ~ 1~ E L564 37,9 - N53'4912 E_ L676 16.81 530_40'13"W _ L787 7,37 N1'~0'2;'i~°t- i.;
- _ ; L565 27,68 _ - 1 N56'2816'E 1611 75.28 53541_`~,i"~4' L7F33 I I iif~1;; ~ t - - -t
\ Yt~• 30• 1 L566 35.09 g, g ~ 36.30 N61'32'04'C S65 53 15"i' L789 ~ ~ ` 3 ~ ~ r ~ { ~ ~-q ~ - ~I 8.2 N65'06'12' E _ L674 71.7 N31'20'SH"E_ L790 ? - !
cq, f ° ~ _ i,i ^ 9 L568 16.81 N64'19 35°E L68D- 2.4.85 - ~ ~
p ~ ~ , ~ °~5'' f - N51'44'35k l_791 11-.2 ~ J U T4'S_6°E 1 L569 37 29 N03'10'07"E 1.631 - 25.42 N70'04_05"E _ ' 1.79 ~ 1~?, ~ ~ t~ , ~
~ ~ r c,66, 1 L.,70 ~ ~ - _ ai - ~ T 4, ~_E 23.00 _ N70'15 04"W L682 _ 55.0_4__ Nc30 ~5 07"E Li 9,, j a L,; ~ ~ ;c ~ ~ ,
<b ti i 1 L57 i 33 OJ N41'18'S1 "E L653 14.45__ 550 05'~ 4" - - 71-I ~ tFti ; ~ 1 ~ ~l - - - - - E L 04 _ d~24' ~
~ T L572 27.7,' Pl6 " ~3 -;-F - _ N88'0530 E L68~ X7.38 82- ~?'E. Li95 -;.52 ~ , ~ _ 1 ~.3 , t _ ~ L573 28. , N41'30'36"E _ L685 14.37 7 ~ I ,;'x.16 ~ ~ ~
1 S, 8 51 ~ 1"E L796 9 0~ F L574 33.8.E N00'30'41 W _L686 27.94 N53'S7'27"E L797 _
_ 1 _ r`o, .'woe. _ . ~o i• °6s s - 5~~1'1T1,,W L575 28.4 ' N29'38'34"E _ L687 34.72 N82'12'34°E L798 19.62 ~,1 ,1 c
~2) L a/ J. °z> \ L576 29.00 - - - S 0 2 0~ W ----I-------'----_ _ _ N24'41'11"W L688 40.68 N59'33'55"E L799 10.82 _533'28'37"W
L577 34.21 N51'27'24"W L689 11.06 543'25'13°E L800~ _37.56__ 1 _ _ PJ49 16 rl _ _ L578 13,2:' N18'38'45"W L690 32.54 S34'S8'05"E L801 26.71_ 565'36'" "N
• ~s'' . _ . r °~6~• ~ -~A , _ 55 I_---, L579 27.56 N50'44'25"E L691 55.77 S09'27'09"E _ L802 32.17 ~513'22'S0°~
6 x..06, - ~ ~ ~ ~ rs ~ L580 37,12 586'01'19"E L692 60.35 57708'28"W L803 29.92 S5 ~,•49'37•~
'o21A ° V ' o,, °7 l ~ 2. L581 26.35 - -=--=--E N8D'28'14"E 1.693 32.73 538'44'10"W L804 ;;9.58 S3 "10'00"E:
~i''v,, ...,r.~• gym, ~ J ~ c;-,. ,.°>d' ° • - L582 24.30 56923'35"E L694 2D.62 549'30'25"W L805 _1_13.90 ~5~~=~'~n'4~~";~~ I
y, ~y L583 36.17 N48'33'48"E L695 33.82 S62'15'43"W L806 j 21.55 1 1 L584 21.9 --~,_,,9 i N2, 11'25"E L696 45.04 547'42'40°4V L807 ?408 i S47'~2'09~~~
A `.2. °3~. ~ / ~>s• BOBBY R. HARRIS and vrife and vrife L585 48.85 ~;d12'19'47"E L697 17.10 554'16'47"','i X808 30.94--
- ~ . • ~:o, , \ '=o DONNA L. HARRIS P,~2'35'16"EZ 3RIS L586 I 29.x'' ,;n•,•v2'-~=" _6?8 ~ I - I~ _5.8~ 53 _ ~ ~ 49
_ ~ N2~ 06 27 F _ L587 3C.C' ~J21'07 5~ Loy9 50.55 ~ s i-3' L588 18 570;25'20'E ~~~510_ ~ 1.'; , ~ ~ ~ , _ ~
~ i• PC „F„ 5L "100 T. .60 N32'19'S1"W L700 27.93 ~ 0_7•~ S41 50'b7"E L311 ; . - - L589 43.71 N8T41'36"W L701 65.21 ~ ~ . -
543' '4 ' 29 4' E ~ X590 42.58 N60'S0 00 W L702 29.11 N82'27'24°F L'13 - -
- L591 29.27 581'28'17"W L703 48.59 ~ a; + ~ - - - 509'33 48 E Y - 5~,1'`, _
~ / ~6~, L592 30.42 N74'54'16"W L704~ 41.17 ~ ~ ~ S 906221) L8i5 ~ c;;•~;~n.~~
L593 21.36 N77'36'07"W U05 ~ - _ 35.x6 S59'161~ W L816 ' S1.i1 553'46'11"E a
J,, 1 1 .1 1.:-• ~ L594 26.24 _ N24'47;26"W L706 34.31 S30'03'30"E L817 25.25 S _ _ 08 05 4v E L595 39.3P N49'3238"W L707 19.18 r'-~
W ~ °7v.,~~~ •019,./• v'.9~. 064 ,~i., ,.?g 0233' ~ ~ % ~ I S32'2~ 15"E L818 _31._49 S05'~l5'1 S"NJ ~ 7 L596 54.23 N69'29'22"W L708 51.75 c ~ ~'S "F i
/1 M '6. •0,95 ,e ~ G 68'~~ ~3 _ L819 19.08 ~ 545'13'07°E _ 1 L597 41.4 N7226'S8"W L709 55.08 2~ - _ S58'S + 43'E ~ L820 x_64 ~ 528'37'54"E
°z,. ~ ~ y • . ~ 25.56 N86'27'36"W L710 45,31 - 507'01'21"E L821 39.34
o~ d~~rt _ _ 'ut91~ gB •°62 oJQ u ~I~'°.t,,. .obi ~x~ .s L599 31.79 _ S41'S6'27"W L711 ~~3,89 - L___S51'0311 W i N65'34'54"W L822 46.57 ~ E~1 11'34 54 W L600 34.93 563'26'19"W 71 -
J' °IO . ~ ' ~ o2j;. o JJJ,''9 L 2 - 49.05 N62'01'02"W L823 61.17 ~ ~ • _ I S~5 4~ 14 E L601 28.95 528'31'11"Nl L713 81.71 S4T53'45"W L824 34.Oo PJ~
2 ?n •060 - ` 0 ' L602 28.58 66 ,_9 ~ 3"E _ 518'31'02"W L714 32.55 57.1'1733"E L825 44.18 i
o, DB 473 PG 142 9 L603 17.08 501' 1'i -_~_N39'00'47."E_ _ 2 9 E L715 48.93 518'19'''?"E L826 z ~Q6z N15'28':'4"E
°,3,. ~ , L604 50.45 N53'29'19"W L716 18.87 r~ - ---I i.EG51dD _ 501'42'56"E L827 ~9.4~ N26'56'09_~E
~~a °~os. o v°~ L605 37.14 N28'23'41"W L717 36,89 ~ c ~ ---j • _ 517'33'10°E L828 -4 J7 579'57 ERRI = E;tlSll ~ ~ _o~ t NG Ra1LROA~ iROr• L606 24.85 N05 44'59' W L718 33.48 535'24'00"W L829 19.38 ~ ~ ^ EI; = EXISTING
• ~ ~o>. s>• ~ w °a~6, 1 L607 28.40 N14'1 7 - _ 554'491) E__1 ~ IRON STA{(E 619 t L 19 27.85 S02'19'47°E L8~0 ?_0.39 r~2 ~ Pori( - N:.N PK 1dAIL
~ ~ yam' L608 23.67 - S_I 5'~7 c N81'49'23"W L720 32.06 { PP =POKIER P01_E 554'09'18°E L831 70.45 N13'31'01"E
' ..?~~9 ~ ~ i ''t'`, •'1. - ~ J/ 096' n ;`F' • L609 39.21 558'22'13"W L721 17.78 N81'54'38"E_ L832 26.11 N80'50'24"E ;1
~ ~ ~ ~ 09>~ A ~ ~ ~ i f ~i L N i i L610 34.66 S34'15'28"W L722 15.95 N47'44'22"E L833 33.97 537'18'51"E ..r,..x ~
ff / ~3-., ~ p ~ f, o E, P L611 38.66 544'2703"W L723_ 36.78 - - r S50'U 36 E L834 36.,E 503'28 31 W L612 40.57 N16'43'35"W L724 11.72 - 1 10,!?i/OS ADDEDjREVISED WEi1AK~5 ~ ~ r ir~
1„ w' "°J . ~ 0~' o .,t. ~zo• ~ ~ ~ °SJ. EIP ° 529'30'58"W L835 14.44 , i F~ac_ ~ P nw _HAa,~ u~H L613 41.30 N15'27'44"W L725 6.40 _ S3O'03 ~5 E 4
~.r, ,0 sz. - '~r° GUM ~ooo A N61'35'20"W L836 27.45 r L614 53,99 ~ ~08'31'S6 W I REV. ~ d19 52 03 E L726 10.36 N88'24'07"VJ L837 42.39 ~ ~ , ° r~o °A~ RE~~sicrJS
r~ TREE ~ L615 45.07 N10'1l'31_"E L727 6,8J , _ 5~8.~0 3 ~ ;E _ ~ , a S66'40'14 ~J L838 29.99 N1717'48 E
1 ~ ` °4 X ~ Y lT ~°JJ~,, w'y/' ~ , o a'~ L616 31.04 N57'37'38"E L728 17.11 523'13'44"W ~ L839 37,25
l L617 41.13 - 567'01'58"W N18'S1'44"W L729 10.16 Si6'33'S5'E L840 , 41.18 555"55`'4"~ L618 59.78 N07'29'S7"W L730 35.63 ~ T
3 r ~ ~3 of °3c. °J6• °J>, o, °4J' ~ °5~ ~ ~ bJ i• ~ _ ~6~, ~ i~; ;.~~~09. ~ ~ W. B. THOhiPSON and wife S11'S6'48"t L841 18.62 55_8'40'5_8"W _ I L619 32.04 N08'00'35"W L731 24.88 545'08'12"W 1 L842 17.10 - ~ ~ . ~i
~ J6. ot~ o.~,, ~+J• ~x. ~ '~~~-•r;. 1 \ ~ JACQUEU~!E 0. THOMPSON L620 27.22 X32 30 16 W N34'33;38"E L732 8.91 507'14'52"E L843 24.63_
• a3J~. \ 03 °g. N s ~ ~ DA 826 PG 40 o f~~?• v3. '020 ~ •w~- ~ J, G o L621 28.18 - ~ S8~ x,119 N09'40 26"E L733_ 47.71 N48'11'07"W_ ~ L844 61.80 ~i _ 526'07'48"W
~~,i'r~ WETLAND AREA "G" 0 1,;~ °6' L622 28.37 N07'13'S6"E L734 14.44 N58'08'S6"'N L845 32.64 ~ o' I L623 22.70_ N65'48'05"W L"135 13.26 ~ - 501'15 E
'all o v v. c2. 18.97 AC. a U, w, o N42'23'47"N! I L846 33.5.4__ _539'10'54"W ~ ~ L624 4264 542'43'53"W L736 34.18 574'36'00"W L847 ~
, o BY COORDINATE }METHOD ~ ) ~ L625 28.51 11.1 ~ _ S7T09'50"F 516'35'19°W L• ~7 31.15 N30'24'15"'N L848 34.72 N67'S0'23°'- ¦Engi~ee7~i~n ¦Architectv~~
i ~ ~ 1 L626 26.40 -_~__._______t 9 re S2crueying Technology 540'23'28"W L738 19.29 N64'28'26"W I L849 20.55 " pax liv5, 324 Evan St. Grcennll ~
i • °2a ~ ti ~ ~ ~ J'` 0,6, ~ ~N88 Z4 ~8 E e, 2.834 252-758-3746, 252-~30-3954 (Faa) L627 23.57 _ S2T16'45"W L"139 17.57 ~ - _ N08'20'C~ ~'J L850 X1.74 N7T30'36_E PRO,!~CT
~ ~ •0~3. ,~s : o 0,3. ~ s NCSR 1 L628 29.74 556'55'36"W L140 19.97 N64'40' U9 E ~ ~ L851 53.89 525'23'38"E JR 1969 L629 34.02 N58'39'05"W L741 58.42 N08'S5'19"W L~- 85~ - -
i ~ ~ ~o• m ~HEA~T 969 ~ p L630 34.60 ~ - -1..-~' S19'18'4~1"W
: ~ S~J,,• T ROA( ERRS 60 PUBLi OINT R N56'S3'49"W L74~ 34.50 N12'S9'36"E ~ L853 25.46___ - ~AD L631 41.68 N49'SD'40"UI L143 51.69 _ 5173119°VJ ~BL~C R ~ _ N46'47'57"W L854 24.20 546'43'10"" p
~ ~ • J~°' ~~r , E L632 47.49 N10'12'24"W U44 E RICH 9.s2 • ~ LAND LANDING _ S58 07 Ch ,V ~ L855 39.16 526 21'32 E
I ~ 9 52 ~ t ~ a20 L633 36.11 N79'52'10"W L745 19.38 N5U'S7'02°W ~ L856 38.21 _ ~
AD CA~-~ ~ ~ ISLAN E ~6~ L634 15.44 1 586'53'23"W L746 58.50 N 4,5~„ S~0_?_1'56"E ~~~`~~~tvl ~ ~ _ 28 0 W L857 25.26 • a~ ~ V L635 53.71 S83'00'12"VJ L747 53.60 N00'43'S_9" - S7~ i~ 0~ t
t IAN TERUN 1 AND CEN ~ , • , 19 C THE / _ r----- _ E L859 ~a73 _ S30';?1'18"E L636 37.94 N73'2T?.7"W L748 63.84 N24'38'48"W L860 19.4t
1 ~ y NCSR E OF FR ~ ~ H SID Rs L637 26.75 - 569 ~+6 _6 E n„ur~~ s, ~,;`;,y;, N64'0718 tit L749 25.02 N33'15'71"W L861 52.15 _ S2134'3~7°E ' '~~~E~
~ ~ EAC ,y~. , (34 i~ ~ r ~ ~.o R W c SR ~r ti L638 28.07 - ,3 N25'46'38"W L750 67.83 N17'25'S0"W L862 44.79 ~ ~c• ~
~ ~ ~ UBUC ~o ~ oN , F~ Fc ~J. H 60 P / ~ r~ 9s SF F __}_.N~~ 36 43 bti L639 53.33 ~ N18'06'33"W L751 17.63 571'05'33"W L863 52.gg I
, / GEOk~c MACI<, DUPRE ~'z-,, S ~ N R~ 'i L640 4873 - S01 ~1'S8"E Fl 58236;43;;W L752 34.89 N57'59'11"W L864 47.76 N ~a L641 44.46 _ 50 36 37 E
' ~ D[1 1077 PG 124 ~ 1 ' 6~ ~ , 90 OF `,>0 X00 '~F 1 ~ ~ r I ~a5n ~ > > R 565 07 23 l"! L753 78.01 ~ N35'S7'38"W L865 189.29 55036'37"W L542 27.24 I 511'11'00"E L754 1 ~ _ ~ (!I 4.0~. f _ L A
~ AA s-s~~ DI 9 i i N AP N74'19 25 w ~ L866 44.93 S50 36'31"'v4 f~~
j r _ r ~gss _ (G~ ~ ~ - i Q
J 55'50'56" E ~ (TIC Li~,E) f ....~........,.a:.,~.,«.~sv.a~..
~I 7.09' r;F,h .v, ; ~r;;;? 346 cr ~;csP r~o, o~~.e a ;~Af E DEPAiiTM1ENT
•cA~ 2a' aJLVEHt WETLAND AREA "H" ,p 1" r 100' SUR~h~Y
i~f2APo1 H'! Herr crnorrn turn
~)E uvE FABLE ' ~ ~ ' ~ ~CCI IJV WBH 02/02/05 SHEET 2 017
ti Csn ~NT~•`~F - (BY COORDINATE METHOD) 19 RS~Ct~~ L.IP:r f o ; r'--- 6EARC, CHECKED DRAWNG h0.
100 50 0 3
9
(~R yo) ~L
GRAPHIC SCALE: 1" = IN' °k0'FCT NJ. ;v2
1HIS DRAWNG IS THE PROPERTY OF 11 20040333G IS THE PROPERTY OF THE EAST CROUP. P.A ANY USE, REUSE, REPRODUCTION. DISPLAY OR SALE OF THIS URAWNC B1THC41T RRITTFJ! CONSENT Of THE EAST GRWP, P. A. IS STRICTLY PROHIBITED. (0 COPYRI;HT, THE EAST GROUP. P .A. 2001 }

r

_ r~i~iu W Q z ° w z V~~,A1 ~ CJ N J 4 a w a ~r w ~ z o ~ Y ~ L~ J d ~ > ~ m = m U
~j Q Q~ cL~ w w Z ? a o a~ i w a Z ~
~ ~i ~ V- rr, ~ ~ Qor~ z w ~ w o om O ~ Q, ~O ~ N w w ~ WQp ¢ ~o ? ~o w w ,.Q,~~-.,N ~~•a~J`'.: I- ~ ~ ~j -'ww `n ~p° ~ ~ d" ww 4 ~ ~ z ~ O ~v a ~ •
q ~ O M ~ ^f
~U'(n 4z,. tf? ~ ~ o~~zow~ n`n.~ aw wOro oo ~ O ~ ~ ~ i
~u~ ~ r~ wv~,° o ~ a w ¢ uzi~ °w-O" o~ o "',~°°J'Q .,ar~'Ce,~.. d pzz ~cJ~~ric~~ w o¢o Fa z ~ h ~ 4s
i~ N v~ wwO ~ `tzw=~'-wa w tn~ wOO U ~ Z F ~ ~i~0d~° P `+,r~4\~~ aGZ orz-5"w~ a°zo ~o o Q ~ o J ~ ~ ~ 0 ~ Q o ~ Q . ~ ~ Z 4- ~ .n
~ V~ ~ ~w u~io~i w3r~wn~-r¢ z ~Q a~ rn0 > d w ^ NM z ~ ~ ~
I 1~ u~wq a~ ~ z>- m ~ w ~ ow q ~ z ~ ~11111f111 f waw -w'° `-n°Qip wi x~`' oo~ v¢ ? ~ o
~ mOfz- Q~ Q~~ ~ ~ Z Z YO W~ ~ w U J J ~ 1- rn a c~ z z cc w V O p rn ~ O w ° Z W Qu~O OQ ?Uw O ~ ~ zw ¢GUi C~ ~ ~ O F- ~ a a ~ ~ ~ ~ ~ ~ ~ ~ ~
~ Q ~~t- w~` o v° v o mp ¢w ww p a w ~ Z W 11.,,.11 ? ~ Z F- ~ J7 w z cnm rnrE= ww w ¢ J~¢? Z ¢ ¢ ' W O d C]F- ~wW w (n w Wes- KS V W ~ J Z W W d v cn . ~ (n - U~ N m Q - O ~ ~ fY ~ ~ N ~ _
wl- ~ U, waU'~F~mr mq o" ~~o ~r ~ p Uj a¢OW~¢ UQ 3 ~v~ W ozp ~z wp a w ~ ~ z win C~~ O z Y ~ ~ > ~ D ~ O Z ~ w J ¢ ~ . v~ p w a S G~'~ w m ~ - Q Z o z o o ~ w z 2 ~n W~ ~ V~ ~v m U ~ - C
U~ W waw =ww wOQ ¢ ao Oa z Oz ~o w U O S w~ ~ ~ ~ ~ ~iJ w ¢ ~ ~ L~ o ,m S~ `nom y. c~ ~n z z~ za °a~ m m Q Z ~ W 1- ~ ~ ~ ~ U ~ U ~ `t ~ ~ ~ ~ ~ o tz z a m~ to c? z w O w w m i- O O J~ u~ w w w o s Q C ~ A
w rr w o z w z-gym wZ ~ O Q~¢ O F- 0 0¢ O > U (n ~i 3 0.. Ul 'S W (I7 W Z U ~ U W Q ~ G Ul O (n zwm o~ `L h o w w Q~F Fwd ~m d W (n U1 5 ~ ~ .C° v N
~ J > ac~w w~ 03 w ~ d ~ waz v_i~ou> ~ ¢ _ Q x LL h- ~ zw mw a o -o- ~ a vi~ xa~ °z ~ W ~ ~ ~ U ~ J~
W W ~W W W J~ O oQ~ ~x ~~zwwwr ¢za~. m¢~ ~~wo a° ~ ~ F- ~ Z ~ Q zzo~v oS r ~ O Z ¢ CJ ~ O W W F w ¢ c~ ? w o z m ~ a 0 0 0 ~ C~ ~ ~ W ~
F-- c W W W W I aarn =S oa W o~ a o zoz v ai-¢ ~w >Z J o 0 W a Q Cry C~ W C9 - z u> o~ ~ ~ z z ~ ~w¢ ~z ~o~Q wo r~ ~ C.7 f ~ ~ ¢ -a Q o rr w w-v z z F J W wx G1 ~ `1 Q W W Q J Ow~~ ~o c~o~ z a¢ ¢~o wp oc~zv ~w Q ~ 1¢ T ~ j N N ~ v; w C w (f~ ~~~JJ N N ~ m N ~ ~ ~ F-
.S z U w ~ w F ¢ x w (V 1- - W W m Q W >(y- -coo ap n .z ~ F= ow a~ U Q Q W ? v z' > ° S ~ z ~ v~ o O ¢~F w l,J W X Q' W~ W W I- Z wiz wo as m w z waw wc~ ozc~r w ~a ~ 0.. ~ ~ ~ ~ n ~ ~ s ~ r - ~ ~ oz ~ ~a~
FF-- O W C~ C~ ~ Z > O LLJ ~~o w~ wz u ti w w o wow wc~ oowz err ¢w o ~ ~ F- ~ Q Q Z J Q i- (,9 ado as v_ o o a a v anon wUZa ¢a 3a w ~ w in ~
(V N'i <t N ~ r [0 m W O 0 (Y 6 ~i ~ i i i i. O Q ~,z Wo ~ ~ oQ ir(n T n ¦ m d v
(1 Q Z ~ J Y _ W W ~ U
F
Z W
~r
~I 40 wo_
R (n J o.
~ a W ~ ~ a~ c
~ n,. W cl
C 1 i,i ~ w
Q v S
(n N
J W ~ a. Q
wa
I,I I/1 N ~
i w O
C7 0] M ~ Z ~ - r ' l °N
N p ~ r
CL7
~O , S~. s
?ac "O~ O d` a~ ~
~ 1 o ~e ~
,~:1~ ~z~ 1 0 w 0 ~ T'
~ 1~ X99 ~ a 9 9~
~ W ~ Z ~2 a ~ w z c~ ~ w
~ U ^z z~ z Q ¢ Yp ~ °
o`~ l Q ~d Q 3
•~c 3m k z ~ 2, ?
• ~0 9 9Z W (n v U Q Q o
~ ~ , i.
1 / Z 0 N ~ / \ ~ \ o
o a2
~ ~ 9 s0 ~ Q •o ~ v. ssir~` i ~ ~ ~ ~
0 0 ° ~ ~ z ~ "I o ~0 ~ ~ ~o 9 ~ ~z<,~'~~ W U€ ~ % ~ ~ ~
Q z o ~ o c~ p , ~ / ~
~ ~ Z Q U ~ ~
~ Z ~ W ~ u O- V ~ ` { ~ i G 3 ~ / / - \ .o A _
Z~~. QW WZ o ~ o To
d
w~ ~o ' o ¢ ¢ ¢ gin' - ~ I p.i`t ~ / ~ ~ ~ ' ~z \ / 3~ a
w~ ~W / 1 •o / \ lJ f ~ ~ / ` O ~
8c', ~ iqQ / - ~ ~ ~ ~ ~ v ~ ~ - q - ~ ~ ~ w Q -
1 W ~ • . / - ~ o''/ ~ a ~ ~ ~ \
~ z m ~ ~ ~ 0~ _ 1 0 ~ - ~n ~ _ \ \ a ~ b~BW ,0~ ~ z ~ ~ r
~ ¢ a F- ~ i - ~ _ ~ a l~l Q I J d' i~ ~ a
o ~ ~ to z ~ a
~ JJ - ~ s ~ ga Z, ~ Q Q fA
S it ~ p r. F- ~ a ~ Q ~ I i % ~ a s ~S o ~ a a ~ A o a\ ~ ~ o a r a Q s~ ~ ~ ~ ~ ~ r a o ~ ~`~A s o ~ ~ ~ ~ ~ v d' :iii ~ ~
> t ~ cE a ~ a ~ O - Via. ~ . ~ ~ \ I ~ w w a \ ~ , I ~ a A QQ~ ~ ~ F
NP z A ~ ~ _ Q 0~ pRA~ _ . ~ ~ \ ~ ( w o a Z ~ i~ ro ~ ~ i ~
~ ~ EPSEM ~ ~ I~~ - I Iil ~ ~ Q 2~ \ r;' _ ~ ~ ~ ~ ~ ~ ~a
~ z ~ 3 w~ ~ ~ \ ~ o 0 ¢ W m ~ ~ z ~ \ ~ ~ \ ~ \ ~
o ~ ~ ~ ~ ¢ ~ ~ \ ~ Q ~ 1 1 O, a ~ ~ ~ ~ ~ ~
a s Q o a f ~ , - ~ ~ \ c~ ~ Q \ s ~ w \ ~ \ \ ~ •o Z
W ~ _ Q. ~ OY ~ / O O U) Z i) / ~ - ~ ~ ~ U. ~ ~ ~ t0 ~ tq m ° - - 7~ Q Q ~ ~ i o ~ ~ I, Q t ~ { Q o I
~ 7 l i ~ r~ ~ \ ~ ~ N I- ~ ~ ~ ~
~ ~ \ \ ~ ~a ~'s: ~ ~ ~ ~ ~ W o Q ~~'a ~ ~ •>U
a / ~ : f ~ ~ / W • ~ Q s•
~t ' ~ d o ~ o ~ ~ ~ i 1 0o f ~ ~i ~ J~ ~ o _ - Q Q A~ O r I C~ .O ~ r.A ~ ~ ~ A V
~ ~ \ ~ po \ ~,Q; o O ~ ~ Q O qrn
rp \ r~ ~ A r " O N U \ s~, \ ~ ~ \ -
J Q \
J z \ ` p. w Q ~ ~ Q ¢ U Q ~`.:A ~ V) ~w ~ / ~wv QQ O~ p.. . `v ~ (D ~ \ 8b'8DZ ~ o r° \
Q o a ~ ~
~ ~ ~ o • ~ ~ ~
(D r9N\ ~ Or N ~ JZ ~w 2 ti, ~ O ~ 1 w ~ 's / a u~~ ~ c ~ O 26 O O~ G ~~I
~ ~ I xm ~ O ! W ~ ~ ~.4} ~W W l JQ r• wZ
V ` ~ - ~W ~ ~~wM O °CZ Wd O ~ W f/1 N M J ~ - Q ~ ~.1 \ ~ o a ~ ~ ~ I Q fi~ U ~ ~ ~ ~
~ N I - ,~.r, W o~ F ~ A c ~ ~ ~ w 3A ~ a Q ~l ply" ~ ~ N I, I ~ '1~ ~i Q i _ ~i .r, W ll \ O ~ I i I 2
~ ~ ~'J1 ~ a~ ~ 49. Q. ~ •6 ( i4 UdJ~ ~ I j M Cy: ~l' Z ~i
4i ~ ~ ~ 0- 1 ~ ~o a~~t,~ 1 ~ 0.~2' _ ~ ~ a ~ c ~ ~~A a ° AD 79l ~ V z w ~ o t~ a a Y ~ ~ ~ \ wQ r; v. ~a Q«~ ~ Z\ ~ a ~ ~ ~a ~ w
~ r, 6~~ ~ X- o U ~ Sri o ~ ~ ~'ro ~ i ~ o Z ~ Q ~ ~ a in
~a Q a ~ ~ ~ ~ o~z ~ \ a.
- ~ W o ~ ,~Z 8V p ~ ~ ~ ~ ,~9'~z a J i N~
l E ~ _ NI
l ~ rb ~ , ~ W
~ ~ ~ ~ \ ~ ~d w9 `~9 lZ i C O Q ~ a s~ a Z ~ Q Q tI7 ~ z \ ~ Z ~ ~ ~ N a y i o Q _ ~ Z w~ ~ a I{,~ , ~ a Q W ~ ~ ~
~ A, ~ ~ ~ Q ~ ~ CJ h ro ~ ~ U rn F- / ~ ~ ~ ~ co Q O ~ ~n ~ a a Q ~ a I ~ n,
, i ~ , ~ I _ - _ A ~ ~ 0~,~ w ro_X ~ ~ ~'i~ ~ - - ~lly~ a Q ~ - 3 ~ ~ ; ~ o ~ a o ~n a ~3a ~ \ }o N ~ ' a
- o 1 30 W3 b W Q O O b l~ S s sc ~ ~ o ~ ~ X ~ ~ U ~ ,ls•6 N a ~ v o w; o x q S ( w~ y Q f O U ~ ~ Q L]' 1` d a
Od Qc~ / ~ ~ ,p~ ~ X0.0 ~w~~ ~ J ~ ~ I b~~ ~o' rW ~l
oa.' 1 o z ~d~~ ,1 ~ 9 a ~ N ~ ,F _ _ ~ z< ~ ~ ~ ~ ~ ~ 1_ ~ w!i~ z
~ / > 'S~ . w Q
~1z ~q ~~9 ,ti '99 ,00'S4'l w
~ ~n , ~ o ~ ~ ~ . ~ ~ ~,`l~ I r)r V ~ ~~d Jam ,OU Sal d~~A
~ - r •o I z~ ~oa az~ ~ c~ ~ ~ o o
~Q,a ~Qm f _ ~ -rocs o-.. ~ ri na. o
/ w~a w r" I a o~~ ~cn \ . i d i x w ~
~ ~ ~ xQ ~ I Wm l ~ d~ ~D Q I l 17 c w ~ _ NI'dW 2131HM OAd ~~9 a w
ro ~ ~ a -f~ ao ~ a~ ,ZZ'8L ~ ~'1 ~
a Z L U ~ ~ ~ 10'X70' S.T. ,OO~OOI ~ U ~ ~ _ o ~nlaa Nou~n~usNO~
J ~ ~ ~ Fa w ~ cn ~ w ~ w ~ a w n ~ a 3NOlS ,laNdOdW31 ,OS ~ ~ p ? ~ I ~w ~ I Q I ~
m o ~ ~ cn ~ z ~ ~ Q
~5 a ~ z _ ~ _ ~ 6' 1 - z o ~ ~ ~ a p ~ z o - ~ Q
® \ ~ o .~g~ a ~ i 4~Z L' i I ~ p ow ~ 3 i ~ p
~o ~ ~ ~ o h~. i~ ~ ~ N a J ~ Q ~ j' I, ~ a N ; OQ N U 6O 1/ - 9 ~
~~l'L9 o ~ ~ ti ~ ~ ~ ~ ~ P~ V J ~3 ATE R W 0 20 ~ JA C I a l~ as X X
~ o % ~ ~ x X cn
~ / \ Q ~ . ~ \ ~ ~V rn ~ O r~ ~
/ \ ~ ~w 1 Z~ I 0 p l i x
~ '---.~,e Q ~ ~ ~ ~ ~ ~ O ' ~ Ja
Q ~ / ~ ~ ~ ~ ~ ~ o ~ ~ , ~ ~ w V~ W O Y X r p ~ V) U U7
h ~ / . w _ - ~ / ~ . w ;I w~ a s w ~ oa w~ op~ y ~ W ~o° w,~ a a ~ ~
~ ~ z a a ~w a a ol~
. _ O D ~ \ x ~ a M vai ~ ~ J a a
O O ~ ~ ~ ~ A"';*~ ~ ~ ~ Ul Z ~ i~l- ~ r~ ~ ~ U Q J ~ y > o' ~ w old t-~ ~ ~ o ~ ~ a ~ ~ p
'z ~ ~ ~ aa~ ~ ~ / o z ~ ~ m x - X . o ~ w X X X r
\ ~1 i ~ , - ~ ~ ~ z ~ \ i ~ l - ~
o ~ o /
~ M \ ~ ~ / w \ I ~ ~ ~ ~ ~ ~ 1 ~ HJ ~ Wpa _ p ~ ~ U ~t ~ ~ ~a
o - Q ~ A ~ ~ ,l ~ J O a CCpp: ~1' p ~ ~ ~ ~ Q _ ~ r - ~ ~ w w
a
~ ~ ~ ~ ~ w rw ~ aQ ~ ~ u~i~ ~ ' v ~n
< o ~ ~ ~ ~ ~'y~- M OJ N w a~ ~ of in ~ p
~ ~I ~ ~ ~ ~ ~ r~ ` ` ~pQ ~ i aa1' ~ ~ ~ z
1 z - ~ 8b~ '3 ~ wan., V ~
~ ~N ~l~ r . ~ ~w~ ~ y k' ~ < ~1 ~ ~ ~ / _S '~~~d g ~ p vai ~ ~ cwj ' ~ ~ ~ ~ ~ Q ~ ~Yz \ I
~ ~ SS ,oz ~2 ~ o : , ~ / ~ 2 Q . I ~e d ~ I
60 ~ ~ ~ J o / , Q~ - - ~ Q / ~ " p p1 ~ Nd ~-1
~ Q , , ~ i i- ~ V' ~ N ~ ; U1 ~ Z ~ ~ J~
~ ~ ~ / _ J W -d v ~p
u> ~ ~ ~ ~ ~ ~ ~ ~ / ~ ~ ~ ~ Z p.-- ~ YY, I' i. ~ i~ Z U U r
~ QJ ~ JU Ow" ~ ~ ~ ~ F- ~ Q L~ + i a Z~ i ~'I ~ U
~ ~ z 9 ~ N r- / Y F- / ~ ~ ~ p i i i ~ / a
~ A ~ ~ ~ i 0. U Q ~ ~ w ~ i' ~ . a
r ~
Q Q a o o - ~ i
~ ~ z ~w z ~ , ~ w I ~ _ \ \ ` -
~ ~ ~ o I v
~ ~L \ J \ \ \ .
~ . ~ ~ , ~ ,
\ / ;I A
-0 ~b ~ ~ l~ I . ~ ~ ~
< J ,i I _ ~I
~ ~6~811 1 - ;I
/ z ~ ~ ~ ~
~
~ ~ ~ -1 ~ ~
w ~~~9 Q N ~
1 ,I ~ i~
~~Zd ,
479,01
4~ 68l ~ Z~ w ~
~ 1 as 1 ~N O "
Y~ Ua
,o~ Qr ~r
~ ~o ~m
\ w° M 0
~ ~
- -
~ < ~
~
• - rn J ~ \
- ~ ~ ~
~ 1
l 1 1
- ~ ~ - ~ ~ ,
5° o . Y
s ~ pOQ az
~W~ ~0] ~a ~ a ~ ~P'
t/ W
Z Q
,y1~6 O
~i~
o U W I ~ ' o
Wo Wa
,OS ,os UII ,s Zu
~
,os Ul ~ ~ W Q -i
W wJwW 4 ry ~ WQ~ >OQ LL J~^ ~ Jwa Q
Z ~Qa Jwwa Q ~oQ waa
as >pa ~ as pin" ~ wad ~Q~ p ~w ~ waa a way M
W
l ~ Q ~ a ~ m o
z
< ~ a
a o z ~ J Y ~ ~ ~
C~ lL W D U 0] Q:
J

r

_ r~i~iu W Q z ° w z V~~,A1 ~ CJ N J 4 a w a ~r w ~ z o ~ Y ~ L~ J d ~ > ~ m = m U
~j Q Q~ cL~ w w Z ? a o a~ i w a Z ~
~ ~i ~ V- rr, ~ ~ Qor~ z w ~ w o om O ~ Q, ~O ~ N w w ~ WQp ¢ ~o ? ~o w w ,.Q,~~-.,N ~~•a~J`'.: I- ~ ~ ~j -'ww `n ~p° ~ ~ d" ww 4 ~ ~ z ~ O ~v a ~ •
q ~ O M ~ ^f
~U'(n 4z,. tf? ~ ~ o~~zow~ n`n.~ aw wOro oo ~ O ~ ~ ~ i
~u~ ~ r~ wv~,° o ~ a w ¢ uzi~ °w-O" o~ o "',~°°J'Q .,ar~'Ce,~.. d pzz ~cJ~~ric~~ w o¢o Fa z ~ h ~ 4s
i~ N v~ wwO ~ `tzw=~'-wa w tn~ wOO U ~ Z F ~ ~i~0d~° P `+,r~4\~~ aGZ orz-5"w~ a°zo ~o o Q ~ o J ~ ~ ~ 0 ~ Q o ~ Q . ~ ~ Z 4- ~ .n
~ V~ ~ ~w u~io~i w3r~wn~-r¢ z ~Q a~ rn0 > d w ^ NM z ~ ~ ~
I 1~ u~wq a~ ~ z>- m ~ w ~ ow q ~ z ~ ~11111f111 f waw -w'° `-n°Qip wi x~`' oo~ v¢ ? ~ o
~ mOfz- Q~ Q~~ ~ ~ Z Z YO W~ ~ w U J J ~ 1- rn a c~ z z cc w V O p rn ~ O w ° Z W Qu~O OQ ?Uw O ~ ~ zw ¢GUi C~ ~ ~ O F- ~ a a ~ ~ ~ ~ ~ ~ ~ ~ ~
~ Q ~~t- w~` o v° v o mp ¢w ww p a w ~ Z W 11.,,.11 ? ~ Z F- ~ J7 w z cnm rnrE= ww w ¢ J~¢? Z ¢ ¢ ' W O d C]F- ~wW w (n w Wes- KS V W ~ J Z W W d v cn . ~ (n - U~ N m Q - O ~ ~ fY ~ ~ N ~ _
wl- ~ U, waU'~F~mr mq o" ~~o ~r ~ p Uj a¢OW~¢ UQ 3 ~v~ W ozp ~z wp a w ~ ~ z win C~~ O z Y ~ ~ > ~ D ~ O Z ~ w J ¢ ~ . v~ p w a S G~'~ w m ~ - Q Z o z o o ~ w z 2 ~n W~ ~ V~ ~v m U ~ - C
U~ W waw =ww wOQ ¢ ao Oa z Oz ~o w U O S w~ ~ ~ ~ ~ ~iJ w ¢ ~ ~ L~ o ,m S~ `nom y. c~ ~n z z~ za °a~ m m Q Z ~ W 1- ~ ~ ~ ~ U ~ U ~ `t ~ ~ ~ ~ ~ o tz z a m~ to c? z w O w w m i- O O J~ u~ w w w o s Q C ~ A
w rr w o z w z-gym wZ ~ O Q~¢ O F- 0 0¢ O > U (n ~i 3 0.. Ul 'S W (I7 W Z U ~ U W Q ~ G Ul O (n zwm o~ `L h o w w Q~F Fwd ~m d W (n U1 5 ~ ~ .C° v N
~ J > ac~w w~ 03 w ~ d ~ waz v_i~ou> ~ ¢ _ Q x LL h- ~ zw mw a o -o- ~ a vi~ xa~ °z ~ W ~ ~ ~ U ~ J~
W W ~W W W J~ O oQ~ ~x ~~zwwwr ¢za~. m¢~ ~~wo a° ~ ~ F- ~ Z ~ Q zzo~v oS r ~ O Z ¢ CJ ~ O W W F w ¢ c~ ? w o z m ~ a 0 0 0 ~ C~ ~ ~ W ~
F-- c W W W W I aarn =S oa W o~ a o zoz v ai-¢ ~w >Z J o 0 W a Q Cry C~ W C9 - z u> o~ ~ ~ z z ~ ~w¢ ~z ~o~Q wo r~ ~ C.7 f ~ ~ ¢ -a Q o rr w w-v z z F J W wx G1 ~ `1 Q W W Q J Ow~~ ~o c~o~ z a¢ ¢~o wp oc~zv ~w Q ~ 1¢ T ~ j N N ~ v; w C w (f~ ~~~JJ N N ~ m N ~ ~ ~ F-
.S z U w ~ w F ¢ x w (V 1- - W W m Q W >(y- -coo ap n .z ~ F= ow a~ U Q Q W ? v z' > ° S ~ z ~ v~ o O ¢~F w l,J W X Q' W~ W W I- Z wiz wo as m w z waw wc~ ozc~r w ~a ~ 0.. ~ ~ ~ ~ n ~ ~ s ~ r - ~ ~ oz ~ ~a~
FF-- O W C~ C~ ~ Z > O LLJ ~~o w~ wz u ti w w o wow wc~ oowz err ¢w o ~ ~ F- ~ Q Q Z J Q i- (,9 ado as v_ o o a a v anon wUZa ¢a 3a w ~ w in ~
(V N'i <t N ~ r [0 m W O 0 (Y 6 ~i ~ i i i i. O Q ~,z Wo ~ ~ oQ ir(n T n ¦ m d v
(1 Q Z ~ J Y _ W W ~ U
F
Z W
~r
~I 40 wo_
R (n J o.
~ a W ~ ~ a~ c
~ n,. W cl
C 1 i,i ~ w
Q v S
(n N
J W ~ a. Q
wa
I,I I/1 N ~
i w O
C7 0] M ~ Z ~ - r ' l °N
N p ~ r
CL7
~O , S~. s
?ac "O~ O d` a~ ~
~ 1 o ~e ~
,~:1~ ~z~ 1 0 w 0 ~ T'
~ 1~ X99 ~ a 9 9~
~ W ~ Z ~2 a ~ w z c~ ~ w
~ U ^z z~ z Q ¢ Yp ~ °
o`~ l Q ~d Q 3
•~c 3m k z ~ 2, ?
• ~0 9 9Z W (n v U Q Q o
~ ~ , i.
1 / Z 0 N ~ / \ ~ \ o
o a2
~ ~ 9 s0 ~ Q •o ~ v. ssir~` i ~ ~ ~ ~
0 0 ° ~ ~ z ~ "I o ~0 ~ ~ ~o 9 ~ ~z<,~'~~ W U€ ~ % ~ ~ ~
Q z o ~ o c~ p , ~ / ~
~ ~ Z Q U ~ ~
~ Z ~ W ~ u O- V ~ ` { ~ i G 3 ~ / / - \ .o A _
Z~~. QW WZ o ~ o To
d
w~ ~o ' o ¢ ¢ ¢ gin' - ~ I p.i`t ~ / ~ ~ ~ ' ~z \ / 3~ a
w~ ~W / 1 •o / \ lJ f ~ ~ / ` O ~
8c', ~ iqQ / - ~ ~ ~ ~ ~ v ~ ~ - q - ~ ~ ~ w Q -
1 W ~ • . / - ~ o''/ ~ a ~ ~ ~ \
~ z m ~ ~ ~ 0~ _ 1 0 ~ - ~n ~ _ \ \ a ~ b~BW ,0~ ~ z ~ ~ r
~ ¢ a F- ~ i - ~ _ ~ a l~l Q I J d' i~ ~ a
o ~ ~ to z ~ a
~ JJ - ~ s ~ ga Z, ~ Q Q fA
S it ~ p r. F- ~ a ~ Q ~ I i % ~ a s ~S o ~ a a ~ A o a\ ~ ~ o a r a Q s~ ~ ~ ~ ~ ~ r a o ~ ~`~A s o ~ ~ ~ ~ ~ v d' :iii ~ ~
> t ~ cE a ~ a ~ O - Via. ~ . ~ ~ \ I ~ w w a \ ~ , I ~ a A QQ~ ~ ~ F
NP z A ~ ~ _ Q 0~ pRA~ _ . ~ ~ \ ~ ( w o a Z ~ i~ ro ~ ~ i ~
~ ~ EPSEM ~ ~ I~~ - I Iil ~ ~ Q 2~ \ r;' _ ~ ~ ~ ~ ~ ~ ~a
~ z ~ 3 w~ ~ ~ \ ~ o 0 ¢ W m ~ ~ z ~ \ ~ ~ \ ~ \ ~
o ~ ~ ~ ~ ¢ ~ ~ \ ~ Q ~ 1 1 O, a ~ ~ ~ ~ ~ ~
a s Q o a f ~ , - ~ ~ \ c~ ~ Q \ s ~ w \ ~ \ \ ~ •o Z
W ~ _ Q. ~ OY ~ / O O U) Z i) / ~ - ~ ~ ~ U. ~ ~ ~ t0 ~ tq m ° - - 7~ Q Q ~ ~ i o ~ ~ I, Q t ~ { Q o I
~ 7 l i ~ r~ ~ \ ~ ~ N I- ~ ~ ~ ~
~ ~ \ \ ~ ~a ~'s: ~ ~ ~ ~ ~ W o Q ~~'a ~ ~ •>U
a / ~ : f ~ ~ / W • ~ Q s•
~t ' ~ d o ~ o ~ ~ ~ i 1 0o f ~ ~i ~ J~ ~ o _ - Q Q A~ O r I C~ .O ~ r.A ~ ~ ~ A V
~ ~ \ ~ po \ ~,Q; o O ~ ~ Q O qrn
rp \ r~ ~ A r " O N U \ s~, \ ~ ~ \ -
J Q \
J z \ ` p. w Q ~ ~ Q ¢ U Q ~`.:A ~ V) ~w ~ / ~wv QQ O~ p.. . `v ~ (D ~ \ 8b'8DZ ~ o r° \
Q o a ~ ~
~ ~ ~ o • ~ ~ ~
(D r9N\ ~ Or N ~ JZ ~w 2 ti, ~ O ~ 1 w ~ 's / a u~~ ~ c ~ O 26 O O~ G ~~I
~ ~ I xm ~ O ! W ~ ~ ~.4} ~W W l JQ r• wZ
V ` ~ - ~W ~ ~~wM O °CZ Wd O ~ W f/1 N M J ~ - Q ~ ~.1 \ ~ o a ~ ~ ~ I Q fi~ U ~ ~ ~ ~
~ N I - ,~.r, W o~ F ~ A c ~ ~ ~ w 3A ~ a Q ~l ply" ~ ~ N I, I ~ '1~ ~i Q i _ ~i .r, W ll \ O ~ I i I 2
~ ~ ~'J1 ~ a~ ~ 49. Q. ~ •6 ( i4 UdJ~ ~ I j M Cy: ~l' Z ~i
4i ~ ~ ~ 0- 1 ~ ~o a~~t,~ 1 ~ 0.~2' _ ~ ~ a ~ c ~ ~~A a ° AD 79l ~ V z w ~ o t~ a a Y ~ ~ ~ \ wQ r; v. ~a Q«~ ~ Z\ ~ a ~ ~ ~a ~ w
~ r, 6~~ ~ X- o U ~ Sri o ~ ~ ~'ro ~ i ~ o Z ~ Q ~ ~ a in
~a Q a ~ ~ ~ ~ o~z ~ \ a.
- ~ W o ~ ,~Z 8V p ~ ~ ~ ~ ,~9'~z a J i N~
l E ~ _ NI
l ~ rb ~ , ~ W
~ ~ ~ ~ \ ~ ~d w9 `~9 lZ i C O Q ~ a s~ a Z ~ Q Q tI7 ~ z \ ~ Z ~ ~ ~ N a y i o Q _ ~ Z w~ ~ a I{,~ , ~ a Q W ~ ~ ~
~ A, ~ ~ ~ Q ~ ~ CJ h ro ~ ~ U rn F- / ~ ~ ~ ~ co Q O ~ ~n ~ a a Q ~ a I ~ n,
, i ~ , ~ I _ - _ A ~ ~ 0~,~ w ro_X ~ ~ ~'i~ ~ - - ~lly~ a Q ~ - 3 ~ ~ ; ~ o ~ a o ~n a ~3a ~ \ }o N ~ ' a
- o 1 30 W3 b W Q O O b l~ S s sc ~ ~ o ~ ~ X ~ ~ U ~ ,ls•6 N a ~ v o w; o x q S ( w~ y Q f O U ~ ~ Q L]' 1` d a
Od Qc~ / ~ ~ ,p~ ~ X0.0 ~w~~ ~ J ~ ~ I b~~ ~o' rW ~l
oa.' 1 o z ~d~~ ,1 ~ 9 a ~ N ~ ,F _ _ ~ z< ~ ~ ~ ~ ~ ~ 1_ ~ w!i~ z
~ / > 'S~ . w Q
~1z ~q ~~9 ,ti '99 ,00'S4'l w
~ ~n , ~ o ~ ~ ~ . ~ ~ ~,`l~ I r)r V ~ ~~d Jam ,OU Sal d~~A
~ - r •o I z~ ~oa az~ ~ c~ ~ ~ o o
~Q,a ~Qm f _ ~ -rocs o-.. ~ ri na. o
/ w~a w r" I a o~~ ~cn \ . i d i x w ~
~ ~ ~ xQ ~ I Wm l ~ d~ ~D Q I l 17 c w ~ _ NI'dW 2131HM OAd ~~9 a w
ro ~ ~ a -f~ ao ~ a~ ,ZZ'8L ~ ~'1 ~
a Z L U ~ ~ ~ 10'X70' S.T. ,OO~OOI ~ U ~ ~ _ o ~nlaa Nou~n~usNO~
J ~ ~ ~ Fa w ~ cn ~ w ~ w ~ a w n ~ a 3NOlS ,laNdOdW31 ,OS ~ ~ p ? ~ I ~w ~ I Q I ~
m o ~ ~ cn ~ z ~ ~ Q
~5 a ~ z _ ~ _ ~ 6' 1 - z o ~ ~ ~ a p ~ z o - ~ Q
® \ ~ o .~g~ a ~ i 4~Z L' i I ~ p ow ~ 3 i ~ p
~o ~ ~ ~ o h~. i~ ~ ~ N a J ~ Q ~ j' I, ~ a N ; OQ N U 6O 1/ - 9 ~
~~l'L9 o ~ ~ ti ~ ~ ~ ~ ~ P~ V J ~3 ATE R W 0 20 ~ JA C I a l~ as X X
~ o % ~ ~ x X cn
~ / \ Q ~ . ~ \ ~ ~V rn ~ O r~ ~
/ \ ~ ~w 1 Z~ I 0 p l i x
~ '---.~,e Q ~ ~ ~ ~ ~ ~ O ' ~ Ja
Q ~ / ~ ~ ~ ~ ~ ~ o ~ ~ , ~ ~ w V~ W O Y X r p ~ V) U U7
h ~ / . w _ - ~ / ~ . w ;I w~ a s w ~ oa w~ op~ y ~ W ~o° w,~ a a ~ ~
~ ~ z a a ~w a a ol~
. _ O D ~ \ x ~ a M vai ~ ~ J a a
O O ~ ~ ~ ~ A"';*~ ~ ~ ~ Ul Z ~ i~l- ~ r~ ~ ~ U Q J ~ y > o' ~ w old t-~ ~ ~ o ~ ~ a ~ ~ p
'z ~ ~ ~ aa~ ~ ~ / o z ~ ~ m x - X . o ~ w X X X r
\ ~1 i ~ , - ~ ~ ~ z ~ \ i ~ l - ~
o ~ o /
~ M \ ~ ~ / w \ I ~ ~ ~ ~ ~ ~ 1 ~ HJ ~ Wpa _ p ~ ~ U ~t ~ ~ ~a
o - Q ~ A ~ ~ ,l ~ J O a CCpp: ~1' p ~ ~ ~ ~ Q _ ~ r - ~ ~ w w
a
~ ~ ~ ~ ~ w rw ~ aQ ~ ~ u~i~ ~ ' v ~n
< o ~ ~ ~ ~ ~'y~- M OJ N w a~ ~ of in ~ p
~ ~I ~ ~ ~ ~ ~ r~ ` ` ~pQ ~ i aa1' ~ ~ ~ z
1 z - ~ 8b~ '3 ~ wan., V ~
~ ~N ~l~ r . ~ ~w~ ~ y k' ~ < ~1 ~ ~ ~ / _S '~~~d g ~ p vai ~ ~ cwj ' ~ ~ ~ ~ ~ Q ~ ~Yz \ I
~ ~ SS ,oz ~2 ~ o : , ~ / ~ 2 Q . I ~e d ~ I
60 ~ ~ ~ J o / , Q~ - - ~ Q / ~ " p p1 ~ Nd ~-1
~ Q , , ~ i i- ~ V' ~ N ~ ; U1 ~ Z ~ ~ J~
~ ~ ~ / _ J W -d v ~p
u> ~ ~ ~ ~ ~ ~ ~ ~ / ~ ~ ~ ~ Z p.-- ~ YY, I' i. ~ i~ Z U U r
~ QJ ~ JU Ow" ~ ~ ~ ~ F- ~ Q L~ + i a Z~ i ~'I ~ U
~ ~ z 9 ~ N r- / Y F- / ~ ~ ~ p i i i ~ / a
~ A ~ ~ ~ i 0. U Q ~ ~ w ~ i' ~ . a
r ~
Q Q a o o - ~ i
~ ~ z ~w z ~ , ~ w I ~ _ \ \ ` -
~ ~ ~ o I v
~ ~L \ J \ \ \ .
~ . ~ ~ , ~ ,
\ / ;I A
-0 ~b ~ ~ l~ I . ~ ~ ~
< J ,i I _ ~I
~ ~6~811 1 - ;I
/ z ~ ~ ~ ~
~
~ ~ ~ -1 ~ ~
w ~~~9 Q N ~
1 ,I ~ i~
~~Zd ,
479,01
4~ 68l ~ Z~ w ~
~ 1 as 1 ~N O "
Y~ Ua
,o~ Qr ~r
~ ~o ~m
\ w° M 0
~ ~
- -
~ < ~
~
• - rn J ~ \
- ~ ~ ~
~ 1
l 1 1
- ~ ~ - ~ ~ ,
5° o . Y
s ~ pOQ az
~W~ ~0] ~a ~ a ~ ~P'
t/ W
Z Q
,y1~6 O
~i~
o U W I ~ ' o
Wo Wa
,OS ,os UII ,s Zu
~
,os Ul ~ ~ W Q -i
W wJwW 4 ry ~ WQ~ >OQ LL J~^ ~ Jwa Q
Z ~Qa Jwwa Q ~oQ waa
as >pa ~ as pin" ~ wad ~Q~ p ~w ~ waa a way M
W
l ~ Q ~ a ~ m o
z
< ~ a
a o z ~ J Y ~ ~ ~
C~ lL W D U 0] Q:
J