20061424 Ver 1_COMPLETE FILE_20060901

6u
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
September 1, 2006
S&EC Project # 8341.W2
To: US Army Corps of Engineers N.C. Division of Water Quality
Raleigh Regulatory Field Office 401 Oversight and Express Permits Unit
Attn: Todd Tugwell Attn: Cyndi Karoly
6508 Falls of the Neuse Road, Suite 120 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27614 Raleigh, NC 27604-2260
From: Nicole Thomson
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Creekside, Chatham County, NC
20061424

On behalf of the owners, Roanoke Investments; L,LC and Chatham Porperties, please find
attached a complete application and supplemental information requesting written concurrence
from the U.S. Army Corps of Engineers (USACE) and the N.C. Division of Water Quality
(DWQ) that the activities proposed below may precede under Nationwide Permits 12 and 39 and
General Water Quality Certifications 3374 and 3402. Please contact me at [phone] if you
have any questions or require additional information.
PROJECT SUMMARY
Project Name Creekside
Project Type Residential Subdivision and Utilities
Owner / Applicant Roanoke Investments, LLC & Chatham Properties
Count Chatham
Nearest Town Pittsboro
Waterbod Name UT's to D Creek
Basin / Sub-basin 03-06-04
Index Number 16-34-(-0.7)
Class WS-IV;NSW
USGS Cataloging Unit 03030002

)006
'1 ^-U Y
WETt v,t:TERBRANCH
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
IMPACT SUMMARY
Stream Impact (acres): 0.025 (NWP39) / 0.0025 (NWP 12)
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.025 (NWP39) / 0.0025 (NWP12)
Total Stream Impact (linear feet): 248 Perm. (NWP39) /
26 Temp. NWP12
* Of the 275 linear feet of impact, only 138 linear feet is permanent impact to a Perennial/Important
channel.*
Attachments:
Pre-construction Notification (PCN) Application Form
NRCS Soil Survey Map
USGS Topographic Map
Agent Authorization Forms
Overall Impact Map
Impact Map Crossing A
Impact Map Crossing B
Impact Map Crossing C
Wetland and Stream Survey Maps
Intermittent and Perennial Determination Letter from NC DWQ and Supplemental Maps
Impervious Calculations
$475 Application Fee to DWQ
Office Use Only: Form Version March OS
USACE Action ID No. DWQ No. 2 0 0 6 1 4 2 4
(!t 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: U? ,
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39 & NWP 12
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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: Community Properties, Inc.
Mailing Address: Attn: Tommy Fonville
1000 St. Albans Drive Suite 400
Raleigh NC 27609
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
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: Nicole Thomson
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: NThomsongsandec.com
Page 1 of 10
09%05%2006 14:15 FAX
III. Project Information
0002/006
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: The Creekside Development
2. T.I.P. Project Number or State Project Number (NCDOT Only):_ NIA - not a DOT project
3. Property Identification Number (Tax PIN):--MA-86-3795._9744-06-8554
4. Location
County. Chatham Nearest Town: Pittsboro
Subdivision name (include pbase(lot number): The Creekside Development
Directions to site (include road numbers/names, landmarks, etc.):1-_40 West toward Durham:
Exit 273A far N 54 West toward Chapel Hill_ _ South. onto 1 S1501: right onto Russells
Chapel Road; bear right onto Old NC 87 Old Graham oad/SR 1516 , subject property o
the East side, approximately 1.75 miles. South of intersection with Chicken Bridge Road (SR
15451 on the South side of Dry Creek.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 dijots minimum): 35.8017 _ON °N 79.2048 cow
6. Property size (acres):-- 162 t acres
7. Name of nearest receiving body of water: UT's to D[y Creek (03-06-04: 16-34-(0.7): WS-
IV; NSW
8. River Basin: Cape Fear (USGS Cataloging Unit 03030002)
(Note - this must be one of North Cuolio?a's seventeen designated major river basins. The
River Basin map is available at ho://h2o.enr.-ttate.nc,us/admiu/mg .)
UBoW?
D
Page 2 of 10 "',P 0 5 2006
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
SEP-5-2006 TUE 13:05 TEL:[phone] NAME:DWQ-WETLANDS P. 2
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The subject property is primarily upland mixed hardwood
pine. Property surrounding the site is also primarily forested undeveloped land
10. Describe the overall project in detail, including the type of equipment to be used: The
overall project will be a residential subdivision that will consist of single-family homes The
project will involve the construction of road and utility line crossings as well as two
driveway crossings Typical excavating and grading equipment such as bulldozers,
backhoes, and motor graders will be used during construction activities.
11. Explain the purpose of the proposed work: The purpose of the overall project is to meet the
demand for residential development in eastern Chatham County. The purpose of the
additional impacts being requested is to provide utilities for the entire property as well as
providing access to two of the individual 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. S&EC delineated the wetlands on-site on August 31, 2004. On
September 7, 2004, S&EC conducted a review of records at the NC SHPO for sites and
structures of historical significance as well as performing a federally protected species search a
the NHP office. There are no structures on the subject property that appear on the National
Registry, Determination of Eligibility Study List or Locally Designated Lists Additionally,
there are no occurrences of listed plant and/or animal species within three miles of the subject
property. Mr. Todd Tugwell, of the USACE reviewed our delineation on October 20, 2004
On February 22, 2005 Mr. Eric Kulz of the NC DWQ conducted an on-site
Intermittent/Perennial determination (see attached letter)
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.
No future permits are anticipated.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
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0910.5,/2006 14:15 FAX
1&03/406
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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:
Driveway Crossing "A" MWU 39) 52 linear feet of permanent stream impact to a UT to
Dry Creek (intermittenVuniMMrtant)
Sewer Crossing (NWP 121: 3.4 linear feet of temlporaU impacts to UT to Dry Creek
(intermittent/unimportant)*
Water Line Crossing (NWP 12): 3.5 linear feet of temporary impacts to UT to Dry Creek
(intermittent/unimpottant)*
brivewav Crossing "B" tNWP 39 : 58 linear feet of anent stream impact to UT to
Drv Creek Ontermittentiunimnortant)
Sewer Crossing OYP 12): 4 linear feet of ternppM impacts to UT to Dry Creep
f intetmittent(unimportantl*
Water Line Crossing 1NWP 121: 4 linear feet of temporary impacts to _UT to Dry Creek
(intermittent/unimportant)
Road Crossing "C" P 39): 138 linear feet of permanent stream impact to UT to Dry
Creek (menniallimportant)
Sewer Crossing (NWP 12): 5.2 linear feet of temporary impacts to UT to Dry Creek
(perennial/important)-
Water Line Crossing OMP 12): 6.2 linear feet of temporary impacts to UT to Dry Creek
(perennial/important). *
*note: these impacts will be conducted concurrently with the box culvert installation and the driveway pipe
installation.
o ..? D
i' 0 5 2006
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
Page 4 of 10
SEP-5-2006 TUE 13:05 TEL:[phone] NAME:DWQ-WETLANDS P. 3
2. Individually list wetland impacts. Types of 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.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
N/A N/A N/A N/A N/A 0
Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: -5.8
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial or Average Impact Area of
Number Stream Name Type of Impact
Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
"A" (NW 39) UT to Dry Creek Culvert (driveway) Intermittent -3 52 0
004
Permanent .
Utility Crossing
12 UT to Dry Creek Sewer Crossing Intermittent -3 3.4 0.0002
(temporary)
Utility Crossing
P 12 UT to Dry Creek Water Line Crossing Intermittent -3 3.5 0.0002
(temporary)
"B" (NWP 39) UT to Dry Creek Culvert (driveway) Intermittent --4 58 0
005
Permanent .
Utility Crossing
(NWP 12) UT to Dry Creek Sewer Crossing
(temporary) Intermittent -4 4 0.0004
Utility Crossing
(NWP 12) UT to Dry Creek Water Line Crossing
(temporary) Intermittent -4 4 0.0004
Box Culvert
"C" (NWT 39) UT to Dry Creek (Road Crossing) Perennial -5' 138 0.016
Permanent
Utility Crossing
(NWP 12) UT to Dry Creek Sewer Crossing
(temporary) Perennial _5' 5.2 0.0006
Utility Crossing
(NWP 12) UT to Dry Creek Water Line Crossing
(temporary) Perennial -5' 6.2 0.0007
Total Stream Impact (by length and acreage) 275 0.0275
?d a9Ct - 3
* Of the 275 linear feet of impact, only 138 linear feet is permanent impact to a Perennial/Important c nnel. The water line crossings and
the sanitary sewer line crossings will be installed concurrently with the impacts for the driveway and roadway crossings.*
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Z004/006
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open. Water Impact Type of Waterbody Area of
Site Number Name of Waterbody
(if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean etc. acres
N/A N/A N/A N/A 0
Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact acres : 0.0275
Wetland Impact (acres : 0
Open Water IM pact acres : 0
Total Impa to Waters of the U.S. acres 0.0275
Total Stream Impact (linear feet : 275
* Of the 275 linear feet of impact, only 138 linear feet is permanent impact to a Perennial/important channel.*
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
There are no isolated wetlands or streams on this o g .
8. 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 ffs1lication.
Pond to be created iu (check all that apply): ? uplands tream ? wetlands
Describe the method of construction (e.g., dam/ernbankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: NIA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
ation related to site constraints such as topography, building ordinances, accessibility, and
ial viability of the project. The applicant may attach drawings of alternative, lower-impact
site youts, and explain wily these design options were not feasible. Also discuss how iaaapacts
?j a minimized once the desired site plan was developed. If applicable, discuss construction
d5
p V ?j `j i t?cluiiqucs to be followed during construction to reduce impacts. An intermittent/unimportant
Page 6 of 10
SEP-5-2006 TUE 13:05 TEL:[phone] NAME:DWQ-WETLANDS P. 4
stream channel runs west to east through the subject property before joining with a
perennial/important stream channel that runs south to north through the subject property. Both
of these channels effectively bi-sect the property. The applicant planned the proposed lot layouts
where the majority of the jurisdictional features are either located away from the proposed
building envelopes or where the jurisdictional features actually are the property boundaries (e
Dry Creek) The proposed driveway crossings "A" and "B" are necessary in order to build
homes at the back of proposed lots 4 and 5 as there is not enough room in the front of the lots
The proposed road crossing "C" is necessary in order to access the back half of the subject
property as the perennial/important stream channel bisects the property. Headwalls and wince
walls are proposed at this crossing to further minimize impacts resulting from roadway fill within
the jurisdictional areas The proposed sanitary sewer crossings and the proposed water line
utility crossings will be installed concurrently with the installation of the driveway crossings on
"A" and "B" as well as the box culvert for proposed road crossing "C" All impacts to these
waters will be temporary and will comply with all of the conditions of NWP 12 and GC3374
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 January 15, 2002, 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 NCEEP 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/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)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
Page 7 of 10
09:05-2006 14:15 FAX
0 005/006
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The applicant believes that additional mitigation (beyond the avoidance and minimization of
streams and wetlands elsewhere within the vicinity of the proposed road and utility
alignments) should not a required given that the total permanent impacts to
perennial/important streams is less than 150 feet aid there are no permanent impacts to
wetlands. If mitigation is r wired then the applicant ro ses a ent into NC EEP.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://112o.eqr.state,nc.us/wrplindex.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0 -
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. 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 0 No
If yes, has the docurnt:nt review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No
X. 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
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
D li,Ct's discretion.
R@
SEP U 5
DE%. WATER QIUILITY
WETLANDS AND sTORMWATER BRANCH Page 8 of 10
SEP-5-2006 TUE 13:05 TEL:[phone] NAME:DWQ-WETLANDS P. 5
1. Will the project impact
(Neuse), 15A NCAC 2B
2B .0250 (Randleman
identify
protected riparian buffers identified within 15A NCAC 2B .0233
.0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
tules and Water Supply Buffer Requirements), or other (please
)? Yes ? No
2. If "yes", 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
I N/A 3 (2 for Catawba) 0
2 N/A 1.5 0
Total 0 0
- Lone t extends out 3u teet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please dis
Donation of Property, Riparian Buffer Re
Riparian Buffer Restoration Fund). Please
within 15A NCAC 213.0242 or.0244, or.02
XI. Stormwater (required by DWQ)
,uss what type of mitigation is proposed (i.e.,
,toration / Enhancement, or Payment into the
attach all appropriate information as identified
50. N/A
Describe impervious acreage (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. If
percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed
impervious level. The project will comply with the Chatham County Watershed Protection
Ordinances. The anticipated percent impervious for the project area is 12.4% (see attached
details).
XII. 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.
The project will tie into the Chapel Ridge sewer system
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. Cumulative Impacts (required by DWQ)
Page 9 of 10
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: We
have reviewed the "DRAFT Internal Policy, Cumulative impacts and the 401 Water Quality
Certification and Isolated Wetland Programs" document prepared by the NC Division of Water
Quality on April 10, 2004, version 2.1 The draft states that most residential subdivisions are
unlikely to cause cumulative impacts. This residential project does not meet any of the three
criteria of private projects that can clearly result in cumulative impacts We anticipate that yoou.
will advise us if a qualitative or quantitative impact analysis is required
XV. 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).
Applyaant/Agent's Signature bate `
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 10
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,SAS \ /? zP58 - ' C $- ?`'•,. :AEr .S ,?'
I? 525?.i 252 ? ® ?rY ?` •J32, ' ????r?b 2320 ? r
52 p ??, ,. ,• n ??? ? ,IyC r ;i
?K- ,,ter ,• _ yS 3 ?,
''a,_?ifi i 1 ;_.?I "? 238.. - 1 ,? •. ?? '?. ' Ir} '73t ?^`°?,...
TTT ? . - 7. 3 P l 3?
"
l
'VO
o?
Project Number: Map Title:
834 I . W2
FIGURE 2-501L SURVEY
Project Manager: CREEK5IDE
NT DEVELOPMENT ? Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
Scale: Chatham County, NC [phone]-[phone]
1 2,000' Web Page: www.SandEC.com
Date: Source:
07/3 1 106 Chatham Co. Soil Survey
�•' � LTA .. ��J i/, ��� '.�V \'--•`-' �
r" • 570 • l ' ,
.. � Site
J^ JAI �' ..._ i '-', t �/,% <<. - �;� � / .- •v-. ;1 '•(_` `
•iii . , t...�; �'`' r 1 � x,...,11 , /�--''„/ � 1
r f 1
)��;:.,� � ±� `�.,,.% �� '•'\� !�'.� � \ rte• r �� f :� 'dam �^ '
�l:� rte•/r.r". '\ ���� ill"" I!/.-:����. 1 I� ,.' i/�I~.:�Cr� ;`-`_.
.f��`; ' Ji
it /Ire
Project Number:
834 1 .W2
Project Manager:
NT
Scale:
" = 2,000'
Date:
07/3 1 /OG
Map Title:
FIGURE I -USGS Map
CREEKSIDE
DEVELOPMENT
Chatham County, NC
Source:
Bynum Quadrangle
D
LN
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com

---i i v '-Ul 11 F1141 i CV. - J1 7) '+V 7- 4 f f O Huy Jl U0 y -DO r. UL
Consultants,
rhoae: 01!" 146.3900 - Fa: 0149
All Bla "To He Ul1;4 In fBy The GwP9 L Wgwner or Meal Ofcial
Name: (? 0 Ks1 V LS-r??.t v'S l?
Address: l k Z F--, J v.. bU41--1 (A D
0
G a w?-t 1u L ?? S 1?
Phone:
Project NamelDesctipam crx-e.I,c.S c CkA- S&EC Project #
Date: $? 1-3 o i.C4
The Dgmtmont of the Army
U.S. Army Corps of F.ngiamrs, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: ib?D(J L L_
Field Office: A L f-1(x t4
Re: Wetlands Reho d Consulting and Permitting
To Whom It May Conoarn
L the currant landowner or municipal official, hereby designate and authorize Soil & Environtental Consultants,
PA to act in my behalf as my agent in the processing of permit applications, to furnish upon raquest supplemental
information in support of applications, etc. from this day forward. The day of
This notification auperaedes any previous correspondaxe concerning the agent for this project.
NOTICE: This alttborixodon, for Ibbility and professional courtesy reasons, la valW only for goverameat otBdtNs to
enter the property wbea aeeowpaaied by S&KC gaff. Yoe should cW 68c$?C to arrange a site meedag prior to
viditg the dte. ?
?1.? 19er - - D. S von( n
Print Property Owner's or Municipal Official's Name Pr s or Municipal Official's Signature
cc: Ms. Cyndi Karoly
NCDM4R - DWQ
2321 (bum Boulevard
Raleigh, NC 27604
cc: Mr. Sean Clark
Soil & EuvU mmental Comultants, PA
236 LePhillip Suite c ommdmo otliow
3817-6 Lo wndsk Drive
Concord, NC 28025 Greeasbow, NC 27455
Phony [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
AGENT AUTHORIZATION FORM
10002
Name:
Address:
q,--L 6 1 1, 1V L 2 '7 C?? o
l oc)o ST,. /?-z vA-N S bo vE-
Phone: 4 (? • 7 ? 1- `"7 , (?
Project Name./Descri tion:
P - Rs 1t?
Date: ?1> b CD ( ,
The Department of the Army
U.S. Army Corps of Engineers, Wimington District
P.O. Box 1890
Wilmington, NC 28402
Attn: - ' rDD? ll ?r , U) ,
Field Office: ?A i f I ?Tt t
Re: Wetlands Related Consulting and Permitting
To Whom It May (7oncern:
S i) I -r-V_:r q
S&EC Project #
I, the current landowner or municipal official, hereby designate and authorize Soil & Environmental Consul ts
tan,
PA to act in my behalf as my agent in the processing of permit applications, to famish upon request supplemental
information in support of applications, etc. from this day forward, The 3c+' day of -cY,
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This aulhorization, for liability and professional courtesy reasons, is valid only for government oMcials to
enter the property when accompanied by S&EC staff. 'Y'ou should call S&EC to arrange a site meeting prior to
visiting the site.
Print I'roPertY Owner's or Municipal Official's Name
cc: Ms. Cyndi Karoly
NCI)ENR - DV?rQ
2321 Crabtree Boulevard
Raleigh, NC 27604
P operty Owner's or Municipal Official's Signature
oo: Mr. Scan Clark
Soil & Environmental Consultants, PA
236 LcPhillip Court, Suite C: ?ro Office
Concord, NC 28025 3817-E LawndaJe Drive
Phone, [phone] Greensboro, NC 27455
Fax: [phone] Phone: [phone]
Fax: [phone]
,.Y.-•;_ %jL jupjj v irunmental
11010 Ravcn Ridge Road • Utigb, Nw.th Carolina 27614 •
wwwr.SandLC"m

Consultants, PA
'hose [phone] - Fax: (919) 846_9467
AGENT AUTHORIZATION FORM
All -1
Jurisdictional
Wetland
( n.....;.,:n:::: 4.945 Ac. NORTH
Important 1
Perennial Channel -?
(Dry Creek)
I

nsdictional
etland
0.331 Ac.

350' 0 350' 700'
SCALE: 1"=350'

Jurisdictional
Wetland
Important / 0.077 Ac.
Perennial Channel \\
Jurisdictional
Wetland
0.447 Ac.
111 ?
Approximate
Building / Driveway
Envelope (Typ,)
\1
Unimportant /
Intermittent Channel
Important 1
Perennial Channel
rtant 1
nnial Channel`
Group, inc.
SWOON
LAND PLANNING
CIVIL ENGINEERING
Sal 4 Environmental Consultants CONSTRUCTION MANAGEMENT
11010 Raven Kdge Road
Raleigh, NG 27614 1 1000 Regency Parkway, 5mte 410. Cary, N.C. 2751 1
Phone [phone] voice [phone]- fax [phone]
Legend 465
Permanent Impact f
(70Z"
Temporary Impact Z w S9
L_J
460 0 ZzzYm
-- Sal / Ernaronrnantal ConwlGnts _ t a
11010 Raven Rx* Road g Z m
Raleigh, NC 27614 p Z - i c
W 3
- - - Phone [phone]
z _j
455
- - -- , °v Proposed ......
--
Grade
Z
Inv, I \ 36 LF 24" Rcp
450
n._ @ 5.60%. w
- - - - ? ..449.00' ,
Inv. Out
447.00
Impact A = 3r4" Water Service -J -
445 V
Gniqder-PuTlp 2 SS Lateral
314 " Water Service S$ Lateral
3.49 LF Tr Service SAS Literal
3 LF Temporary
Impact - -Impact = 16 L F. C n
_lass "1
Riprap Pad
440 _
,36117 24"-Rap @ 5M%
3 W FES B thuds
inv. In-449.00' - '? to U
Inv. Out 447-00' -
Install lex 6'x 24" Thk --. _ L
Clans "I?Riprap 435 tJ U
Velocity Dissipator r- ?
Unimportant
Intermittent Channel
Impacted Channel 0+00
Length : DRIVEWAY CROSS SECTION
- Permanent (Including Riprap) : 52 L.F. LOT 4
Temporary: 0.00 L.F. PROFILE HORIZONTAL SCALE 1"=50'
Area : PROFILE VERTICAL SCALE 1" =5'
???d pwellin9 Permanent : 157 S.F. 08/30/06
Temporary: 0,00 S.F.
50' 25' 0 50' 100'
Impacted Wetland
- - - - - - - - - Permanent : 0.00 S.F. 0.00 Ac.
Temporary: 0.00 S.F. 0.00 Ac.
SCALE: I"= 50' 0
. Le end 445
3" SDR 21 CL 200 PVC / Permanent Impact _
_ SS Force Main
Temporary Impact - _ a Z ? U _?
L F N
-??
3inF Z W a
440 0 ZWa?m
g 5od 4 Firmon cnW ConrA tents f"? Z t j
3 FM' n n MFM _ ._ 11010 Raven R dge Road z
oa A -_ Ralegh, NC 27G 14 A
N Phone [phone] Z G 3
MU. 0 Wm
Z
12'E-E v J Joy
435 .. -- -
Proposed _
Grade
c 8" DIP Class 350 ' \\ \
Water Main
o 0
(P
FH , -
430 .. LF 30" Rcp
@280%
'314"Water Service Inv, In
?, 4.00 LFXemporary
428.00 Inv. Out
Impact
r 427.0.0'
V
425 2" SS Lateral
lmpaCt/13
314" Water _ z
Service
- - - - , 20 L F. Class'1" J
420 _ _.
o Riprap Pad _
36 LF Zo" Rcp @x.80 /o E r
2" Grinder ump W! FES Bo#h Ends
S?&Latera Inv: in 428.00' U
4.00 LF mporary Inv. Out 427.00'
?Install 20', x 8'x 24" Thk.
Impact " . L E
ass 1 R?prap 415
Velocity Dissipator
Crossing - B
Unimportant 1 Intermittent Channel Impacted Channel 0+00

Length :
Permanent (Including Riprap) :
58 L.F. DRIVEWAY CROSS SECTION
LOT 5

" - Temporary: 0.00 L.F.
PROFILE HORIZONTAL SCALE 1"=50'
= Area : PROFILE VERTICAL SCALE 1"=5'
Permanent: 231 S.F.
Temporary: 0.00 S.F.
Impacted Wetland
50' 25' 0 50' 100'
Permanent : 0.00 S.F. 0.00 Ac.
Temporary: 0.00 S.F. 0.00 Ac.
SCALE: 1" = 50'
U
U ?

U U
08/30/06
?? 0
?r
3
00
rV 11
1 ?
/
CO

Unimportant!
Intermittent Channel
72 LF 6'x 6' Box Culvert
W/ Headwalls Both Ends
Inv. In 416.65'
Inv. Out 416,40'
Install 56'x 21'x 24" Thk.
Class "'I" Riprap
Velocity Dissipator
Legend
Permanent Impact
Temporary Impact
o/
SinW
Crossing - C
Impacted Channel
Length :
Permanent (Including Riprap) : 138 L.F.
Temporary: 20 L.F.
Area :
Permanent: 688 S.F.
Temporary: 101 S.F.
Impacted Wetland
Permanent : 0.00 S.F. 0.00 Ac.
Temporary: 0.00 S.F. 0.00 Ac.
435
60' R/W
430
I `"I
E-E
Proposed
425 Conc. Grade
Headwall '
I I
420
415
410
405
I 12 L.F.
6' x 6' Box Culvert
@ 0.35%
"47 ero
1 Vfa f?lral q(! Y I ! .YU ----..-
-----------1 Inv. In
416.65'
I I
Inv. Out
416.40'
56 L.F. Class "1"I
Riprap Pad I I
I I
I I
Sal t F.mmmnmental Con5Lltant5
11010 Raven Ridge Road
Raleigh, NC 27614
Phone [phone]
Q'Z??=
ZWQ?n
0 Zz
g?=R
L Z O ; c
U"
pWU<=
Q>z03
Z 0.`
?U°gv

M U
z
-
U

? U
08/30/06
50' 25' 0 50' 100'
SCALE: 1" = 50'

0+00
ROADWAY CROSS SECTION
APPROX. STA. 27+00 ROAD "A"
PROFILE HORIZONTAL SCALE 1"=50'
PROFILE VERTICAL SCALE 1"=5'
ct'
N NOTE.- WETLANDS WERE DELINEATED BY
ch SOIL & ENVIRONMENTAL CONSULTANTS, PA
e-- 11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
CO [phone]
O
O
CV
67 a SITE
o
SR 1346
15
501
BYPASS
64
64 TOWN OF
PITTSBORO
VIC/NITY MAP NOT TO SCALE
,as
CC"
500 0 250 500 1,000
SCALE: 1"-500'
A WNTLAND SURVEY
?q% OP'
WOMBLE EAST
SEAL
L - 3599 HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
> ????'•?; ABSOLUTE LAND SURVEYING
? R •5 DATE.
•.....•• ?,.AND MAPPING. P. C. AUGUST 29, 2006
-S o V?P
• ""' 964 EAST STREET, SUITE 210
PITTSBORO, N. C. 27312 ALSM JOB NUMBER.
[phone] FAX [phone] 040905-COVER
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS 17
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN Z
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 N m
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL."
NAME: ^? O
TITLE: \ C
1
DATE: AID:
\ NOTE. WETLAND WERE DELINEATED BY
Wr TLANI.) SOIL & ENVIRONMENTAL CONSULTANTS, PA
AREA A r? \ 11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
? [phone]
SE A -P
.8
"AA" 2 oD
g6fp PF
TIE
r\
WETLAND N
AREA A-A 1 J
122,131 Sq. Ft. f 19
or 2.804 Ac.f
18.
G
17-
16`
15`
?ry
14?
J
13?
VO
12?
@7
!1-1345
BYPASS
64 ?-
64
VICINITY "4P
SITE
15
501
F`TOWN OF
PITTSBORO
NOT TO SCALE
I, CHARLES 0. ELJASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDI TED AS DRAWN FROM INFO b1 Lj FOUND AS
SHOWN AND THA THE RAT10 OF PRECISION % T IS
1:10,000+; VATNi MY ORIGINAL SIGNAy??NN fiFy BER,
AND SEAL THI 9th DAY AUGUST ?see..ej /
OFESSIp?tiy
Q
SEAL
CHARLES ODELL 84SO)!I 7- 99 ?dF
FS 0 E
rr/'yrrrlllt 0
I, Charles 0. Eliwon, Prot«dond Land Surveyor No. owtify
to one or more of the following as Indloated thus,
-(0) oo7hat cunty or erm an
o munlolpdity that h ordinance °l that t rpulates parade of
land.
..(b) That the survey to located In such a portion of a ownty or muniolpdlty
that In unregulated as to an ordhm as that regulates parooie of land.
My one of the following:
1- That tM survey N of an oeMting paeN er paode of land
y? dace not create a now street or change an endstIng street
2- at the survey M of an ondeting bull dlnq or other structure, or
natural feature, rich as a watwwureot
3- That the survey Is a oontrol survey ??1I I h` I h I I !r
-(d) That the survey N of another wtegwK wEhv w Jotl?il Pf
e><Ntlnq poroNe a sawed surveya]R MP'the
ttnitlon of w on. yv ?r •,e« W «,« .
-(e) de That the In awlow* to rr, .ydF•
M unable e a determhnat to Ale h o
abAlty as provN sin( ) p af..hl( n
jEA `a
n
C RLES O. ELIASON .P y ?? L-359
Lam'/y, J 4,? (}
NOTES- r?A4rrraatatrah??
o) THE PROPERTY SHOWN HEREON IS SUBJECT TO
ALL EASEMENTS OF RECORD AFFECTING SAME.
b) NO TITLE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY.
THIS SURVEY DOES NOT CERnFY LEGAL TITLE
TO THE REALTY AS ASSOCIATED OR TO THE
BOUNDARIES SHOWN.
c) THIS SURVEYOR DOES NOT CERTIFY TO THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND UTILITIES THAT MAY OR MAY NOT EXIST
WITHIN THE BOUNDARIES AS SHOWN HEREON.
d) COPYRIGHT AUGUST 29, 2000 BY ABSOLUTE LAND
SURVEYING AND MAPPING, P.C., S/LER CITY
NORTH CAROLINA. COPIES OF THIS PLAT MAY ONLY
BE USED FOR PRESERVATION OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PARTIES AS NAMED
IN THE TITLE BLOCK ONLY. NO ALTERATIONS OR
ADDITIONS MAY BE MADE.
w) UNLESS OTHERWISE SHOWN HEREON, ALL DISTANCES
ARE GROUND DISTANCES
/) NO INTERNAL INVESTIGATION HAS BEEN PERFORMED
ON THIS PARCEL
g) REFERENCE
,0
,0,--
7
00 0 30 so 120
SCALE: 1"=60'
a,,ttttl rnrr,
4;o0N CARpl ,'
ay
=, = QQOFESS/p?9 9
SEAL
= r L - 3599 rr o
%
••. SuFk AJ
TIE TO IPF "DD"
S32'59'02 "E
1668.11'
SYMBOL LEGEND
O IPs IRON PIPE SET
0 IPF IRON PIPE FOUND
O RRS RAIL ROAD SPIKE SEr \
0 RRF RAIL ROAD SPIKE FOUND
O ECM EXISTING CONCRETE MONUMENT
O CAIP COMPUTED POINT
(Tw TIE LINE \
NETLAIVD SURVEY
OF
WOMBLE EAST
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
PITTSBORO, N. C. 27312
[phone] FAX [phone]
DATE.•
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 1
SHEET 1 OF 2
V I
a?
QW?
Z?
T.\
/V111
NOTE: WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
COURSES ALONG
WETLAND AREA A-A 1
LINE TABLE
LINE BEARING /STANC
L l S 12'152 1 "W 24.68'
L2 S 17'51'48"W 56.90'
L3 S09' 13'28 "W 50.50'
L4 S 10' 13'29 E 48.01'
L5 S02' 16'1 6"W 50.70'
L6 S22'51 '03"E 84.02'
L7 S21 ' 19'37"E 61.43'
L8 S33'53'08 "E 46.93'
L9 S06'43'4I "E 44.32'
L10 S40'21 '44 "E 44.87'
L11 S68'27'08 "W 77.21 '
L 12 S68'27'08 "W 27.48'
L 13 S65'4642 "W 48.42'
L14 S33'42'45 "W 42.01 '
L 15 N48.08'35'W 44.91 '
L16 S14'53'33"W 96.58'
L17 N75' 19'59'W 70.53'
L18 N06'32'42"W 117.76'
L19 N18'51'12"E 41.21'
L20 N 11'1 8'09"E 46.79'
L21 N 13'58' 15 'W 51.92'
L22 N 12'40'24 "E 51.74'
L23 N02'5442 'W 45.07'
L24 N04'38'03"E 26.70'
L25 N30'3526 "W 74.59'
L26 N 19'1 6J6"E 45.56'
L27 4 N 1 1 *2529'W 49.19'
L28 N24'02'40 "W 59.98'
COURSES ALONG
TIE LINES
LINE TABLE
LINE BEARING 12/STAN
L 700 S82'41'10 "W 251.64'
PAN CARp4?ti
,?.??.•'FESSIp'•,9
s SEAL •
r L - 3599 s
Ile . 40 !,`U •
• SUB .• 5
WETLAND SURVEY
OF
WOMBLE EAST
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL."
NAME:
TITLE:.
DATE:
AID:
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND THAT THE RATIO OF PRECISION AS CALCULATED IS
1:10,000+; TNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER,
AND SEAL S 29th DAY OF AUGUST 2008 D``ttttililfrlll//?
%4?, CARQ?141
D l . ?••.o?ESS1o?••9
CHARLES ODELL ELIASOR L 3599 SEAL
^=tt9w- L - 3599 `?
R'`'?i2? !`'?e•O?`
%
? SS GG?? ??
I, Charles 0. Okson, Prof welana Land Surveyor No ow"
to one or more of the fallowing on indicated thus, L
.(a) That the survey arectes a subdlNslon of land within the area of a
county or municipality that ha an ordinance that regulates parcels of
land.
-(b) That the wrvsy Is located In such a portion of a county or municipality
that Is unregulated ce to an ordinance that regulates parch of land.
o Any one of the following:
1- That survey h of an e:dettng parcel or parcels of land
not area 0 o new street ar change an exMing street
2- at the survey In of an exheng building or other struch^ or
natural feature, such as a watercouree:
3- That the survey Is a control sure yK
-(d) That the survey of another category, such ce the reoombin of
del MltknpM « ordered wrveK or otMr excep?tkv??3?rllf??r/
fie) That the M aeon avatlaW to tM wrw N w `
h unable eke a Mterrgatkr)/ to the bit 4t bM_
HAOLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING, P. C.
964 EAST STREET, SUITE 210,
PITTSBORO, N. C. 27312
[phone] FAX [phone]
?",cy z ure an ea n to v, * Q/as?°Pvl't.? ?? l?,p?f?' q`5'
a U?` ff "
0. EL/ASON Si^ L - 3J061
ARLES
SECTI0A
SUB-SECT)
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 1A
SHEET 2 OF 2
8 l "
N
L. 3:i9'n <Y'w
4N.
F..Fr " 41 4? ', ,??
f ?lff?f FV7?. '
1, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND THAT THE RATIO OF PRECISION AS TED IS
1:10,000+; WITNESS MY ORIGINAL SIGNATUR?\ NUMBER,
AND SEAL THI 29th DAY.OF AUGUST 2WAR- ;ARni . ??,.
-,_s S IN
CHARLES ODELL ETJASO i L35W99 ?s
O
??•_
C)
?;'? •'• ;? S U R? ••
6S 0
111111111 .
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS \
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN ,p
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED SIT
87 U E
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY o
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL'
NAME: SR 134

TITLE: 6
15
501

DATE: AID:
BYPASS
NOTE.- WETLAND WERE DELINEATED BY 64
SOIL & ENVIRONMENTAL CONSULTANTS, PA /
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614 64
[phone] TOWN OF
PITTSBORO
VICINITY MAP . NOT TO SCALE
?q2 L43
1w

!0? 2
Q
28
I WETLAND
AREA A-B 2
93,255 Sq. Ft.t
or 2.141 Ac. -+
26 25
NOTES-
THE PROPERTY SHOWN HEREON IS SUBJECT TO
BOUNDARIES SHOWN.
EXISTENCE OR NON-EXISTENCE OF ANY UNDER
SURVEYING AND MAPP/NO, P.C., S/LER CITY
ADDITIONS MAY BE MADE.
ALL EASEMENTS OF RECORD AFFECTING SAME.
b) NO TITLE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY.
THIS SURVEY DOES NOT CERTIFY LEGAL THE
TO THE REALTY AS ASSOCIATED OR TO THE
c) THIS SURVEYOR DOES NOT CERTIFY TD THE
AROUND UTIL/17E5 THAT MAY OR MAY NOT IX/ST
WITHIN THE BOUNDARIES AS SHOWN HEREON.
d) COPYRIGHT AUGUST Ya, 2006 BY ABSOLUTE LAND
NORTH CAROUIW. COP/ES OF THIS PUT MAY ONLY
BE USED FOR PRESERVATION OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PARTIES AS NAMED
IN THE TJTLE BLOCK ONLY. NO ALTERATIONS OR
•) UNLESS OTHERWISE SHOWN HEREON, ALL 0/STANCES
ARE AROUND DISTANCES.
/) NO INTERNAL INVESTIGATION HAS BEEN PERFORMED
ON THIS PARCEL.
y) REFERENCE
.,'? PAN fCAROIiy'';
' ?Oe•O?GSV/Q?••9 i
t QQ 9? ' -
: SEAL 's -
=r L-3599
,nys•O U ??•• O`.
r
2
5 ?iPF
0
that N unrequlaled as to an ardlnanoe that regulates parade of land
natural feature„ such on a wateroouneo
I. Charles 0. t7laeon, Profieelond land Surveyor No. L -?69Y, «?tify
to one or more of the fdlowlnq as kndbated thus,
..(a) That the survey aeat« a wbdMdan of lane within the area of a
county or munidpallty that has an ordinance that regulates parade of
land
fib) That the survey M located In such a portion of o county or munlolpallty
My one of • followkiq:
1- 1C tM wrv•y b of an •M•tlnq pared or parade of land
d do« not aeate a new street or change an exletlnq street.
2- That the eurey N of an exNthq buAdlnq or other structure, or
3- That Mew y N a control eurwK
?d) That the survey Is another category, such as the recombination of
e>rNtlnq paroNe rt ordered eurwX or other euroeptlon to the
detkdtion of w, t 11 I n???!?
fie) That Me b Ion available to the • dt'11/ ?
h unable to . a eetwmXX.tlon a M 1?fenlom
C RLES O. ELIASON PJS L-35.=
,? = = SEAL -
L - 3599 or;
CRS - '??•9y0 SURo5p,?.
2 ?-A
21
? N \
SYMBOL LEGEND
0 lPF IRON PIPE FOUND
O /PS IRON PIPE SET
\
O RRS RAIL REND SPIKE SET
® RRF RAIL ROAD SPIKE FOUND \
O ECM EXISTING CONCRETE MONUMENT
O CMP COMPUTED POINT \
(7V TIE LINE
flrETLAND SURVEY
OF
WOMBLE EAST
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROL/NA
ABSOLUTE LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
P/TTSBORO, N. C. 27312
[phone] FAX [phone]
NE
Oyu
ai
i
I
I
I
1
I
I
60 0 30 t10 120
SCALE: 1"=80'
DATE.•
AUGUST 29, 2006
ALSM JOB NUMBER.-
040905-SHEET 2
SHEET 1 OF 2
NOTE: WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
COURSES ALONG
WETLAND AREA A-B 2
LINE TABLE
LINE BEARING DISTANCE
L29 N39'20'05 'W 99.83'
L30 N04"56'04"W 14.04'
L31 N41 ' 17'04 "W 68.37'
L32 S86'28' 13 'W 25.47'
L33 S55'00'42 "W 40.72'
L34 N51'34'1 J"W 58.15'
L35 N51'34'13"W 3.61
L36 N47'3642 "E 74.77'
L37 N40'35'40 "E 83.50'
L38 N32'4429 "E 38.75'
L39 N20'03'39 'W 54.24'
L40 N 13'4659 "E 19.85'
L41 N70'37' 12 "E 25.23'
L42 N60'4555"E 23.93'
L43 S81 *48'06"E 33.86'
L44 S63' 17'13 "E 70.17'
L45 S28'10'17"E 25.49'
L46 S49'51 '33"E 31.72'
L47 S22"53'19"E 65.27'
L48 S32'5527"E 37.55'
L49 S37'59'51 "E 1 19.73'
L50 S50' 1548 "E 41.76'
L51 SO 1 '59'32'W 32.27'
L52 S31 " 10'30 "E 42.62'
COURSES ALONG
TIE LINES
LINE TABLE
LINE BEARING DISTANCE
L700 S82'41'1O'W 251.64'
WETLAND SURVEY
OF
WOMBLE EAST
, I I v A n / Ivr awwriVA ?
7? e
1
0. ELIASON PL r L Q9 ?!
40
A as
I.4;A6 I Otelt
CAF?0 ?r
`/
=••e•O?GSJ/oA•sr. i
• Q Y< n
Q SEAL -
r L .3599 0;9 ?U O
/pjj11\\\\?\
F
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL"
NAME:
TITLE:
DATE:
AID:
1, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INF0??A FOUND AS
SHOWN AND THAT THE RATIO OF PRECIS {0?>;`\CAL IS
1:10,000+; V#NESS MY ORIGINAL SIGN i4yMBER,
AND SEAL VS 29th DAY. OF AUGUST eee•e•._ //1, !
Q?FE55/pNq'9
D a 4 SEAL
CHARLES ODELL E60ASOAL tY 3599 ?0
SUR
?? ? v.•M•M•vv P ??
%
p E?
/r//111111111\?
certify
1. Charles 0. Ekson, Profeesianal Land Surveys No 9;--3"g
to one or more of the fallowing as Indl thus,
-(a) That the surve creates a subdMdon of land within the area of a
county or r; ny.=1ty that has an ordinance that regulates parade of
land
-(b) That the Is located In such a portion of a county or nml*dlty
that A unregulated as to an ordinance that regulates parcels of land
o) Any one of the falowkna
1- at the survey is of an existing parod or parade of land
9fid does not create a new street or change an -fisting sheet.
2- LoorThat the survey Is of an exNting buMhg or other structure, or
natural feature, such as a watsroa're,
3- That the survey Is a control survey.
-(d) That the survey I f another category, such es W#41A? of
exMting paaourt ondend rveyL a ot? (Jf f Van.
Thha nIon ovolaWyto Uy-r4q#X tleb,
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
PITTSBORO, N.C. 27312
[phone] FAX [phone]
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 2A
SHEET 2 OF 2
I, CHARLES 0. EUASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND THAT THE RATIO OF PRECISION AS CALCULATED IS
1:10,000+; ESS MY NAL SIGNATUR , REGISTR jWMjjVMER,
AND SE S 29th DAY GUST 2 A D. %%%%,t P04 //?
CHARLES ODELL ELIASON ?- 3 9 3599
C
SU 41
?4//rlIloilhlv`v
L941
VICINITY MAP
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS \
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED B7
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL'
NAME:
TITLE:
DATE:
AID:
!t-1346
BYPASS
NOTE.• WETLAND WERE DELINEATED BY 64
SOIL & ENVIRONMENTAL CONSULTANTS, PA /
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614 64
[phone]
1, Charles M Eno=% P.of.aMond Land Surveyor No.??pp ON"
to an* or more of the following as Indicated thus, t;/ ,
-(a) That the survey creates a mAxn INon of land within the area of a
county or nmlc*dlty that has an ordinance that npulates parcels of
land.
_(b) That the survey Is located M such a portion of a county or, mun$*Olty
W that b unrerAoted as to an ordinance that nrqulates paos of land
My one of fallowlnp:
1- T d hi survey b of an now exist" ee parcel or parcels of land
does not crsab a new stree t or change an existing street.
2- That the survey Is of an edsHnq bulding or other structure, or
natural fwtun, such as a watsroour"
3- That the survey Is a control survey. Itllrlllf//,
-.(d) That the survey is rto ordered category, sudl ? pf
Qf,1D
edstlna na oo?oele. crt orded survey.
fie) That tM Ar avel to the •I?veya"
is unable to . a e.t Inat to . A;?f«•?add
ablity as • (d) above ;
CL
sEA _ _
rr w
RLES O. EL/ASON
14
WETLA
AREA A NCD 4 5 L
3,345 Sq. Ft. -+
or 0.077 Ac. -+
11
L91
2
96 10
Lya L100
L99 L101
1 5 4 3f L 0 O3 T/E r
L90 F ABB..
18 L89 t_LO ?l.s6 115 Sly432O'E
6 .,66,
19 21 22
SITE
18
501
or
NOT TO SCALE
PLr L i?•37? Z
:RZES 0
JR7
NOTES-
THE PROPERTY SHOWN HEREON IS SUBJECT TO
ALL EASEMENTS OF RECORD AFFECTING SAME
b) NO TITLE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY.
THIS SURVEY DOES NOT CERTIFY LEGAL TITLE
TO THE REALTY AS ASSOCAATED OR TO THE
BOUNDARIES SHOWN.
a) THIS SURVEYER DOES NOT CERTIFY TO THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND UTILITIES THAT MAY OR MAY NOT EXIST
WITHIN THE BOUNDARIES AS SHOWN HEREON.
d) COPYRIGHT AUGUST 29. 2008 BY ABSOLUTE LAND
SURVEYING AND MAPPING P.C., SILER CITY
NORTH CAROLINA. COPIES OF THIS PLAT MAY ONLY
BE USED FOR PRESERVATION OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PAR77ES AS NAMED
IN THE TITLE BLOCK ONLY. NO ALTERATIONS OR
ADDITIONS MAY BE MADE.
UNLESS OTHERWISE SHOWN HEREON, ALL DISTANCES
ARE GROUND DISTANCES.
/) NO INTERNAL INVE MOA77ON HAS BEEN PERFORMED
ON THIS PARCEL.
g) REFERENCE
?.••'pFESS/O'•.e9
SEAL <?
r' L - 3599
9'.SUR?'C
im?4s''' Z, •..etee• o\Q. ``.?`
•,,/ITS l Ol.l l l X10\
SYMBOL LEGEND
O IPs IRON PIPE SET
® IPF IRON PIPE FOUND
C RRS RAIL ROAD SPIKE SET 60 0 30 00 120
0 RRF RAIL ROAD SPIKE FOUND
O ECM EXISTING CONCRETE MONUMENT
O CMP COMPUTED POINT
mi TIE LINE SCALE: 1"-60'
METLAND SURVEY
OF
WOMBLE EAST
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING. PC,
964 EAST STREET, SUITE 210,
PITTSBORO, N.C. 27312
[phone] FAX [phone]
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 3
SHEET 1 OF 2
NOTE: WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
COURSES ALONG
WETLAND AREA A-C 3
LINE TABLE
LINE BEARING DISTANCE
L60 S41 ' 14'04'W 43.15'
L61 S 12'15'32 22.09'
L62 S 14'05'44 "W 11.98'
L63 S42'51 ' 1 1 "W 22.29'
L64 N67' 17'00'W 20.75'
L65 N74'48'02"W 8.60'
L66 S 14'2548 "W 14.24'
L67 N52'243I "W 24.56'
L68 S40'2658"W 111.87'
L69 N59'08'28"W 2.94'
L70 N29'00'25W 11.61'
L71 N09'2552 "W 19.82'
L72 N65'23'45"W 40.98'
L73 S54'59' 9"W 18.78'
L74 N 19'02'39 "W 5.10'
L75 N09'59 1'W 13.64'
L76 N04'36'1 " 2J.05'
L77 N57'33'33"E 79.06'
L78 N70'3 ' 4"E 33.96'
L79 N46' 10' 1 " 39.92
L80 N51 '54'07"E 31.6
6'
L81 N79'41 '33 "E 26.49'
L82 S83'31 '34" 27.38'
L83 S66'41 '41 "E 22.17'
L84 S40'273 "E 22,16'
COURSES ALONG
WETLAND AREA A-C 4
LINE TABLE
LINE BEARING DISTANCE
L85 S69'5226 "W 14.55'
L86 S70'53'36 "W 16.26'
L87 N49'39'46 "W 20.00'
L88 S64'37'33"W 24.69'
L89 N6922'44 "W 14.37'
L90 N40' 12' 4 "W 21.70'
L91 S89'45'16"W 18.19'
L92 N77'4747"W 17.98'
L93 N26'41'00"W 19.11'
L94 NI 1 '5756 "E 29.15'
L95 S64'21 '00" 13.78'
L96 S54'08'09 "E 27.21 '
L97 S76'483 "E 29.J5'
L98 S37'52' 10 "E 1 1.84,
L99 S 14'23'31 'W 18.68'
L 100 N87'01'39"E 18.00'
001 N87'51 ' 0 "E 34.56'
L 102 S462244 "E 9. 4'
L 103 S69'49'08"E 7.89'
WETLAND SURVEY
OF
WOMBLE EAST
r etQp ti
0. EL/ASON PL3- S L-3 SAL 9?
_ r L 3599 0
I.
" ?•
9 •°.••.....•SU Rq,,. ?o
,ill l1111??`
``,tttttnrr/h///Yi
•aFESS%0
N•,y9
?•
'
"q-
:4L
• s _
SEAL •
r L - 3599 cc:
?i
SUR
IFS 0.
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL'
NAME:
TITLE:
DATE:
AID:
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND THAT THE RATIO OF PRECISION AS CALCULATED IS
T?AT10N NUMBER,
1:10,000+; "3$ESS MY ORIGINAL SIGNATURE, q?;
AND SEAL . 29th DAY OF AUGUST 20Qi%*., ///Y,
--? 0 V %%
1,4„fltttt??`
1. Charles 0. Vlason, Professional Land Surveyor No. certify
to one or more of the following as Indicated thus. -
-(a) That the survey creates a subdhblon of land within the area of a
county or municipality that has an ordinance that regulates parcels of
land.
-(b) That the survey to located In such a portion of a county or municipality
at In unregulated as to an ordinoncee that regulates paroele of land
?y one the fallowing
1- at tit survey Is of an existing parcel or parcels of land
and does not crate a new street or change an existing street.
2 That the survey Is of an existing building or other structure, or
natural feature„ such as a watrow,
3- That the N a control survey.
?d) That the of another on outellorI& l survey. such as the btwtion of par Ae.h,Mlge., a court ordered survey, r-other •``I?rytdlttfd rifer//
-(e) That otion • tp the
w un t main w d. bdtlon to
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
PITTSBORO, N.C. 27312
[phone] FAX [phone]
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 3A
SHEET 2 OF 2
1, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATIQI{,FNND AS
SHOWN AND TIjAT THE RATIO OF PRECISION AS ? 1T9-,
1:10,000+; YMESS MY ORIGINAL SIGNATURE ?TImQBER,
AND SEALS 29th DAY OF AUGUST 2008y?1. sees....,
CHARLES ODELL
CL SEAL
•
-ft L- 9 .N? ;Z'
1? tip .•
t,,y9 •.,••S
'','"9FS 0 .
fffllll{11\\\\
WETLAND
AREA A---C .3
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN ,p
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. SITE
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED ?9817
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY No
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL'
NAME: SR IJ46
TITLE 15
60f
DATE: AID:
BYPASS
NOTE: WETLAND WERE DELINEATED BY 64
SOIL & ENVIRONMENTAL CONSULTANTS, PA /
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614 64
[phone] TOWN OF
Pl77SBORO
NC/N/7Y MAP ' NOT TO SCALE
I, Charles 0. Oleson, Proteeslond Land Surveyor Na certify
to one or more of the following es Indicated thus, - ,
-(a) That the survey ceotes a subdivision of land within the am of a
county or municipality that hoe an ordinance that regulates parde of
land.
_(b) That U" w is located In such a portion of a county or munialpollty
that Is u=Cated as to an ordinance that regulates parcels of land.
f My one of . following:
v 1- th. survey to of an existing pwoW or parcels of land
d does not orate a new .feet or change an exletinq .!rest
2- That the survey Is of an existing building or other struotue, a
natural feotue, much ow a watercourse:
3- That the survey N a control survey. 1 r
_(d) That thesurvey N mother ootegorA w All of
existing pawls avert ordered wrveX
definition of
fi he M n Ndan. + ?J?
?•1
e) That to the
Is unow dxl• • o det tar.'
__ ?? WETLAND
ARtA A-D "5
/
v 6
66?
63
h 67
v Aj
/69
76? 'v*a, 75
L 37\ \
70 41 \
71
INSERT
1" 30
83 ?
82 v'
81-?..I
WETLAND
AREA A-D 5
12,489 Sq. Ft. -+
or 0.287 Ac. -+
al my a ed In ( (d) .•
L -
_
CHARLES O. EL/ASON st-' L - 252,t5,
9
n?2
`?• SUB -- S
FS 0 E
-t0 05
X62 0? 8?
3
/
LINEAR WETLAND
/ AREA-8-8 2
L145 5$120 //' -- ---
L 121
__-56 L122
COURSES ALONG
WETLAND AREA A-D 5
LINE TABLE
LINE BEARING DISTANCE
L 120 S54'05'39 "W 1 1.72'
L 121 S27' 15'45 "E 15.32'
L 122 S30'02' 18 "E 13.54'
L 123 S08'09'45 "E 22.82'
L 124 S61 *40'22"E 19.74'
L 125 S20'1 454 "E 13.51 '
L 126 S 18'58' 14 "W 106.99'
L 127 N81 ' 13'06"W 12.68'
L 128 N68'5924 "W 19.46'
L 129 N72'3536 "W 4.83'
L 130 N25'32'51 "E 56.83'
-
L131 N60'58'43 "W 16.91 7
L 132 N14-11'59"W 13.15'
L 133 S33' 18'50 "W 21.61 '
L 134 S21 ' 15'33 "E 1 1.01 '
L 135 S30' 12'57"W 35.53'
L 136 S47' 14'59"E 7.46'
L 137 589'34' 14 "W 7.17'
L 138 N40'58'40 "W 9.22'
L 139 N52' 15'42"W 10.92'
L 140 N24'29'09 "E 21.89
L 141 N22* 1 1'26"W 25.16'
L 142 N05' 19'06 "W 32.39'
L 143 N02'03'57"E 19.18'
L 144 N09'55' 1 1 "E 39.07'
L 145 N79'55'51 "E 73.27'
L14 6 S 13.2221 'W 54.94
L 147 .571-56.57"W 35.07

79- r
L 139?? 7670
L138-?? /
7
L 137 7$ 1 74
.9
< r?8
NO7ES-
a) THE PROPERTY SHOWN HEREON /S SUBVECr ro
ALL EASEMENTS OF RECORD AFFECnNG SAME.
b) NO 777LE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY.
THIS SURVEY DOES Nor CE7t'77FY LERAL THE
TO THE REALTY AS ASSOCI47ED OR TO THE
BOUNDARIES SHOWN.
a) THIS SURVEYOR DOES Nor CE7mFY To THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND uT7LITIES 774AT MAY OR MAY NOT EXIST
Wfn41N THE BOUNDARIES AS SHOWN HEREON.
d) COPYRIGHT AUGUST 29, 2006 BY ABSOLUTE LAND
SURVEYING AND MAPPING, P.C. S/LER C/TY'
NORTH CAROLINA. COPIES OF ?TfIS PLAT MAY ONLY
BE USED FOR PRESERVA71ON OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PARTIES AS NAMED
IN THE 7771E BLOCK ONLY. NO ALTERATIONS OR
ADORIONS MAY BE MADE
e) UNLESS OTHERWISE SHOWN HEREON, ALL DISTANCES
ARE GROUND DISTANCES
f) NO /NTER14AL. INVHSTM77ON HAS BEEN PERFORMED
ON THIS PARCEL.
g) REFERENCE
I
LINEAR WETLAND
--57
L123
58
L 124 59
L 125
?_60 j j
J
lV / /
rn/ .
3 \\
127 \ \
\1
?1 \
11
SYMBOL LEGEND AREA F3--A 1 -
O /PS IRON PIPE SET
® IPF IRON PIPE FOUND
O RRS RAIL ROAD SPIKE SET 60 0 30 60 120
0 RRF RAIL ROAD SPIKE FOUND
0 ECM EXIS77NO CONCRE7E MONUMENT
O Cup COMPUTED POINT
M TIE LINE SCALE: 1"=60'
?00 \ CARS'' MEMAND SURVEY
?° t •.......•/iii '! OF
?SS/00
4/9 WOMBLE EAST
4Q SEAL ?•?
L - 35 L O HADLEY TOWNSHIP - CHATHAM COUNTY NORTH CAROLINA
?.: _ . ABSOLUTE LAND SURVEYING
C•2© SUR ..•' -6 AND MAPPING. P. C.
.? P5 .
?r„?lcS•?•••?•??? ?.`??
0 964 EAST STREET, SUITE 210,
,,1/111111111\\`` PITTSBORO, N.C. 27312
[phone] FAX [phone]
DATE:
AUGUST 29, 2006
ALSM ?OB NUMBER:
040905-SHEET 4
SHEET 1 OF 1
I. CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND THAT THE RATIO OF PRECISION AS CALCULATED IS
1:10,000+; ESS MY ORIGINAL SIGNATURE, REGISTFJ'(WNOMR%
AND SEAL S 29th DA OF AUGUST 2 A.D. ?, %%% CARD o
i
i,O?E8S1 C/
CHARLES ODELL ELIASON L 38 v- 1_.3599 0 'Z
O
SUaJ? P?
. ` ??•`
I. Charles 0. Sloom, Professional Land Surveyor No. 11 4 so
to one or more of the fallowing as Indicated thus 1/!!ln If Itt
.-(a) That the survey creates a subdivision of land within the area of a
county or municipality that has an ordinance that regulates parcels of
land.
_(b) That the survey Is located In such a portion of a county or municipality
that Is unregulated an to an ordinance that regulates panels of land.
xo) Any one of the following:
i- itytll tit wrvey b of an existing parad or parade of land
d does not create a new street or change an existing street
2- at the survey Is of on exiting building or th PI, or
natural feature, such an a wat•rocurew ``oIt4fl .!/
3- That survey Is a control army.
-(d) That the eu In of another oat such O?
exbtin parcolk a court ordwed ? or other
delknRion of bdhAelon. ? /n??•,""••o 9 ' .
-(e) That the kplgfmatkn avow* t the rve the su
Is unabl make to • 1t? or of her pro of
ability the s tsined th Td) above L
r' L - 3599
C ARLES O. EL/ASON PLi y 3599 R'4'??ACOO
S, tj NOTE: WETLAND WERE DELIND'1'Tna l liRVA"
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL'
NAME:
TITLE:
DATE: AID:
N07E5-
o) THE PROPERTY SHOWN HEREON IS SUBJECT TO
ALL EASEMENTS OF RECORD AFFECTING SAME.
b) NO TITLE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY.
THIS SURVEY DOES NOT CER77FY LEGAL TITLE
TO THE REALTY AS ASSOCIATED OR TO THE
BOUNDARIES SHOWN.
c) THIS SURVEYOR DOES NOT CERTIFY 70 THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND U77LMES THAT MAY OR MAY NOT DEIST
WITHIN THE BOUNDARIES AS SHOWN HEREON.
d) COPYRIGHT AUGUST 29, 2006 BY ABSOLUTE LAND
SURVEYING AND MAPPING, P.C., SILER CITY
NORTH CAROLINA. COPIES OF THIS PLAT MAY ONLY
BE USED FOR PRESERVA77ON OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PARTIES AS NAMED
IN THE 7TTLE BLOCK ONLY. NO ALTERATIONS OR
ADDITIONS MAY BE MADE.
UNLESS OTHERWISE SHOWN HEREON, ALL DISTANCES
ARE GROUND DISTANCES
f) NO INTERNAL INVESTIGATION HAS BEEN PERFORMED
ON THIS PARCEL.
g) REFERENCE
87 SI
° TE
W£ TI AND
,
{
- ARFA A/) .5
- - SR T34
s

T5
5oT
TIE TO IPF "BB"
S? N47'08'34 "E
'
342.99
BYPASS
; i
N 64
,
64
14 L70
(TL TOWN OF
P/TTSBORO
L 182 ?
q
> 6 , -" L 181 y VICINITY MAP NOT TO SCALE

?` l L 180

IL 18 179
6'
L 185
L178
6'

L177
L186
6'
L187 L176
6'
L188 L175
10'
L 174
L 189\ =''
10'
L190 L173
L191 -L172
INDICATES TOTAL L19
2
CHANNEL WIDTH L 171
(TYPICAL)
8'
L193
L 170
5'
L194
L169
5'
L195
L168
5'
L196
L167
5'
L197'
L166
5'.
SYMBOL LEGEND L19
8 _
0 /PS IRON PIPE SET L 165
0 /PF IRON PIPE FOUND 5
0 RRS RAIL ROAD SPIKE SET L 199
® RRF RAIL ROAD SPIKE FOUND L 1 64
O ECM DOS77NO CONCRETE MONUMENT 5'
0 CMP COMPUTED POINT
(77a 77E LINE L200 L 163
5'
L201
5' 162
L202
5' L161
PERENNIAL CHANNEL
AREA B-A 1
4,593 Sq. Ft. -+
0. 105 Ac. f
366.86 LINEAR FT .-+
80 0 30 80 5 - 12 `L 701
(TO TIE TO IPF CC
S87'05'44 "E ,• lPF "CC"
402.33'
SCALE: 1"=60'
%%% N GARO?? MEMAND SURVEY
O ee•9'e"SS/g,••.: 1? OF
'Z?40 9l : WOMBLE EAST SECTION B
ILL SEAL
0-0
r. • 3599 O* HADLEY TOWNSHIP - CHATHAM COUNTY ? NORTH CAROLINA SUB-SECTION A
py'?9?Lp Co ABSOLUTE LAND SURVEYING DATE:
e? ?,•'••........ '???.? AND MAPPING. P. C. AUGUST 29, 2006
Nozy4ES 0 964 EAST STREET, SUITE 210, SHEET 1 OF 2
1gltfl??l?llnn PITTSBORO, N.C. 27312 ALSM ?OB NUMBER:
[phone] FAX [phone] 040905-SHEET 5
COUSES ALONG LINEAR
WETLAND AREA B-A 1
LINE TABLE
LINE BEARING /STANCE
L 160 N24'06' 10 "E 7.67'
L 161 N55'00'04 "E 55.62
L 162 N53'1 5'41 "E 19.01 '
L 163 N22'09'46 "E 36. 13'
L 164 N35' 12'57"E 19.69'
L 165 N35'01 29 "E 28. 1'
L 166 N34'32' 14 "E 49.42'
L 167 N33' 18'39 "E 44.03'
L 168 N2716'05 "E 46.32'
L 169 N 10'07'43 "E 37.25'
L170 N22'4735 "E 37.16'
L 171 N21'46'08"E 441,54'
L 172 N04'34'50 "E 23.31 '
L 173 N05'38'59 "E 26.30'
L174 N21 '30' 14 "W 40.70'
L175 N20'1 42J"W 25.49'
L176 N 12'4343 'W 36.24'
L177 N 17'35'02 'W 57.39'
L178 N 13'3222 "E 27.57'
L 179 N 1X1 0'58 "E 24.48'
L 180 N36'43'05 "E J7,67'
L181 N31'0 722 "E J 2.J8'
L 182 S34'40'25 "W 3.18'
L 183 S36'43'05 "W 38 72'
L 184 S 13' 10'58 "W 25.72'
L 185 S 13'3222 "W 29.22'
L 186 S 17'35'02 "E 58.81'
L 187 S 12'43'43 "E 35.99'
L 188 S 11 '21'37"E 26.30'
L 189 S21 '30' 14 "E 41.20'
L190 S03' 1734 "W 21.83'
L 191 S04'34'50 'W 22.17'
L 192 S21 *46'08"W 43.96'
L 193 S 18'03'09 "W 37.62'
L 194 S 10'07'43 "W 36.49'
L195 S27' 16'05"W 45.31 '
L 196 S33' 18'39 'W 43.71 '
L 197 S34'32' 14 'W 49.34'
L 198 S35'01'29'W 28. 18'
L 199 S35' 12'57W 20.26'
L200 S22'09'46 "W 35.31 '
L201 S53' 1541 'W 17.54'
L202 555'00'04 'W 56.93'
L203 S24'06' 10 'W 10.99'
COUSES ALONG
TIE LINES
LINE TABLE
LINE BEARING DISTANCE
L701 N87'05'44W 5.36'
L702 S57'0627"E 4.00'
,,It11111I I qj j//p
CAR / ''?.
??QQ?FESS/0"-9%
SEAL
r L . 3599 0
tS.l,O
Roar ?y SUR`?.•\ CS -Z
lFS 0 E?
NOTE: WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL."
NAME:
TITLE:
DATE:
AID:
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE DRA SSHOCLELY ND TH DICTHE RATIO OF PRECISIONINFORMh?p/NAS 44
1:10,000+; WI ESS MY ORIGINAL SIGNATUI?- 4 /? ?,
AND SEAL 29th DAY AUGUST 20
06
? OFSSS/O.? /{/9
?•
9'
l•
SEAL
CHARLES ODELL ELIAVPNC4 S*99 ?-a •: OZ
''• SUM . '
FS 0.
I, Charles a Mason, Prohwlond Land Surveyor ft L -?76g9, o.rttfy
to one or more of the following an h~*d thus, ?
-(a) That the survey creates a s bdM" of land within the area of a
county or munkipality that has an ordinance that regulates parcels of
land.
...(b) That the survey Is located In such a portion of a county or munkipdity
that h unregulated as to an ordinance that regulates poroels of land.
My one of the following:
1- Th the survey Is of anexhth parcel or parcels of land
!
does not oreata c new sties! or change an existing sties
2- at the survey Is of an existing bulding or other structure, or
not al feature such as a wateraoure.?1111 r 111
3- That the survey Is a oantrd curve t1//.
-(d) That the survey to of another oategormbSlS4A of
exhttnq parcels, court ordered b t9)ffj
definition of an. a e•• •••• ,p
fie) That the In avetl a to tt1Z I? pr
Is unable to • a det In tai t of his ? pro , all
abA@y ce e s talh rough (d)
r SEAL '
?rnn
CHARLES O. EL/ASOW. L?6 L- 3
,'••D S U RJR •*,A i
00
6
s0 r0' l????,,,
1411 it
NETLAND SURVEY
OF
WOMBLE EAST
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
PITTSBORO, N. C. 27312
[phone] FAX [phone]
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER.
040905-SHEET 5A
SHEET 2 OF 2
1, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFOR TMIFOWN!LAS
SHOWN AND THAT THE RATIO OF PRECISION I? _ 15'rp
1:10,000+; WI ESS MY ORIGINAL SIGNATU
AND SEAL P09 29th DAYpF AUGUST 20(* A ?••"SS•••••
CHARLES ODELL
0, t 10
QQ
SEAL =
99
3
I14118111010\\
S?T346
BYPASS
64 ?
64
VICINITY MAP

i
/S 7 E
1, Charles 0. I7loson, Professional Land Surveyor No ,.L -6MO. a•rtify
to one or more of the following on Indicated thus, ,Ld'
-(a) That the survey creates a subdMslon of land wither the area of a
county or municipality that has an ordinance that regulates parcels of
land.
-(b) That the survey to located In such a portion of a county or municipality
that Is unregulated as to an ardlnano• that regulates parcels of land.
My one of the following:
1- thew m N of an esNtlnq poaresI or parcels of land
d does not 0reot• a new street ?p?ulplu,pdetkW etrst
2- t the eurvsy ls of an exlstlnq t a otlffr' ?tryoWr% or
natural feature, such as a pit CARO '•.
3- fiat the survey ls a oontrd \``e eeee ?i
-(d) That the survey Is of another outeq? of
existing parcels, a court ordered su ?IQ •
deflnkbn of su :
fie) That the In wl • to•Me ah that 'yurvsy%T su;
N unable. i5- InatNh to of
abANy °f/ ° °°PIn•d ?O> :°b°oe. e
s,,,?? f?s I p? l t?t?`'•
WE TL AND
ARf_A A D 5
1
l1
I
NOTES-
o) THE PROPERTY SHOWN HEREON IS SUBJECT TO
ALL EASEMEN75 OF RECORD AFFECTING SAME
b) NO T77LE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY.
THIS SURVEY DOES NOT CERTIFY LEGAL TITLE
TO 774E REALTY AS ASSOCL47ED OR TO THE
BOUNDARIES SHOWN.
c) 77415 SURVEYOR DOES NOT CERTIFY 7.0 THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND U77LMES THAT MAY OR ANY NOT EXIST
WITHIN THE BOUNDARIES AS SHOWN HEREON.
d) COPYRIGHT AUGUST 29, 2006 BY ABSOLUTE LAND
SURVEYING AND MAPPING, P.C., SILER CITY
NORTH CAROUNA. COPIES OF THIS PLAT "4Y ONLY
BE USED FOR PRESERVA77ON OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PART7ES AS NAMED
IN THE TITLE BLOCK ONLY. NO ALTERA77ONS OR
ADDITIONS MAY BE MADE.
UNLESS OTHERWISE SHOWN HEREON. ALL DISTANCES
ARE GROUND DISTANCES.
f) NO INTER/WL INVES77G•177ON HAS BEEN PERFORMED
ON THIS PARCEL.
9) REFERENCE
will,........!//!.
\A GAF?01
?ESSIp•00y
SEAL
r
L 3599
- •
:
sup?
ES 0.
?;111/11111110%1
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL"
NAME:
TITLE:,
DATE:
AID:
NOTE: WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
TIE TO IPF "BB"
N47'40'31 "E
85.76'
i
1,405 Sq. Ft. -L
0.032 Ac. --A
174.29 Linear Ft

\. '*1 C'
13
TIE TO IPF "BB
N46"29'36 "E
342.03'
/1?
15
Sot
TOWN OF
PITTSBORO
NOT TO SCALE
IPF "BB"

I '
f
7 4
'
L70
(TL)

ll

CO URSES ALONG LINEAR
W ETLAND AREA B-B 2
\ LINE TABLE
\
\ LINE BEARING DISTANCE
\ \ L210 N42'1 0'50"E 128.58'
\ \ L21 1 N57'31 '27"E 42.55'
1 L212 N562729 "E 41.43'
1 L213 N44"43' 19 "E 45.71'
1
1 L214 S44'43' 19 'W 45.09'
1 L215 S 62729 "W 40,76'
1 ` L216 S 7'31 '27"W 42.5 '
?
\ L217 S41 '22'31 "W 130.83'
1
V A
V A COURSES ALONG
1 TIE LINES
LINE TABLE
LINE BEARING DISTANCE
L702 S57'06'27"E 4.00'
1703 S45' 16'41 "E 6.00'
SYM BOL LEGEND
0 /PS IRON PIPE SET
0 /PF
0 RRS IRON PIPE FOUND
RAIL ROAD SPIKE SET
60
0 30 60
120
® RRF RAIL ROAD SPIKE FOUND
El ECM EXIS77NO CONCRETE MONUMENT
?%?
O CMP COMPUTED POINT
(7L) 77E LINE SCALE: 1"=60'
NETLAND SURVEY
OF
WOMBLE EAST
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
PITTSBORO, N.C. 27312
[phone] FAX [phone]
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 6
SHEET 1 OF 1
INDICATES TOTAL
CHANNEL WIDTH
(TYPICAL)
L21
I, CHARLES O. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND THAT THE RATIO OF PRECISION AS CALCULATED IS
1:10,000+; WI ESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER,
AND SEAL 29th DAY AUGUST 2006 . 011 t1itlr??l//",
CAROB -'r''1
D ?Oj••rQ?FESS/O?q•. ==
CHARLES oDEU ELFASOIEL -f3599 SEAL
r L - 3599 (r -
''
A ,flk?lfS tOtttt`
i
1
iI
WETI..ANO
2
AREA 0--13
NOTE. WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1957
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.'
NAME:
TITLE:
DATE: AID:
NOTES-
THE PROPERTY SHOWN HEREON IS SUBJECT TO
ALL EASEMENTS OF RECORD AFFECTING SAME.
b) NO TITLE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY
THIS SURVEY DOES NOT CERTIFY LEOAL TITLE
TO THE REALTY AS ASSOC14TED OR TO THE
BOUNDARIES SHOWN.
c) THIS SURVEYOR DOES NOT CERTIFY TO THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND U77LMES THAT MAY OR MAY NOT EXIST
WITHIN THE BOUNDARIES AS SHOWN HEREON.
d) COPYRIGHT AUGUST 29, 2000 BY ABSOLUTE LAND
SURVEYING AND AMPPING, P.C., SILER CITY
NORTH CAROLINA. COPIES OF THIS PLAT AMY ONLY
BE USED FOR PRESERVATION OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PAR77ES AS NAMED
IN THE TITLE BLOCK ONLY. NO AL7ERA77ONS OR
ADDMONS MAY BE AMD£.
a) UNLESS OTHERWISE SHOWN HEREON, ALL DISTANCES
ARE GROUND DISTANCES.
f) NO INTERNAL INVEST70A770N HAS BEEN PERFORMED
ON THIS PARCEL.
9) REFERENCE
SYMB
O /Ps OL LEGEND
IRON PIPE SET
® IPF IRON PIPE FOUND
O RRS RAIL ROAD SPIKE SET
0 RRF RAIL ROAD SPIKE FOUND
O ECM EXWTTNG CONCRETE MONUMENT
O CMP COMPUTED POINT
(W 77E LINE
%O\A CARD I
0000000*.."
?0.'• Fle /0'••,L9 ;
QQO ?9r"a
s SEAL -
s r L - 3599 cx q 00. (?` 1(?-/?C)
% J
9 •. \P
q .
IFS 0
'Ilfllf,,,,,l4,%"
87 sI l t
O
Fro A
N17 . \ F 2
1S 3 Ml?q,q •• C1
'938 04 ' ry SR 1 J46 15
707 501
(TL)
BYPASS
L706 5' 64 TOWN OF
Y L), Pl7TSBORO
6'
L283 L276
r 6'
284 L275
L274
285 6'
L273
L286 6'
L272
L287 6'
288 L271
6'
.289 L270
6'
L269
L290
6'
L268
I VICINITY MAP , ' NOT TO SCALE
I, Charles 0. Eilason, Profeeelonal Land Surveyor No. certKY
to one or more of the following an Indicated thus, '
_?a) That the survey creates a subdivision of land within the area of a
oounty or munlolpalty that has an ordinance that regulates parcels of
lard.
_(b) That the surrvveeyy N located in such portbn of a county or municipality
that lsunrqulated as to on ordinaa nce that regulates parcels of land.
o) My one of the fallowing:
1- That the survey is of an existing parcel or parcels of land
an noes not create a new street or change an -*ting steel
2- at the survey h of an udeting binding or other structure or
11 nabrrel feature, such as a waterosurse;
3- Th at th e Is a control survey.
_(d) That the survey f another category, su ch t re•ea?b atlon of
eXletiny parcel court ordered surveys ar, a tliQlrtf l
deflnltion of Ion. 10
_.(a) That the in awlabb t/ the ??Srsya
Is unable oks a dttwmlry(t$on, , ?._ ,??d?•}e
abllty

0. ELIASON" It
L291 6' INDICATES TOTAL
L267 / CHANNEL WIDTH
L292 (TYPICAL)
6'
L293 jL266
6'
L294 L265 L264
6' L263
L296 e?
L297
L298 L261
6'
L299 , L260
L300 L259
6'
L301 , 6 58
L302 ,L257
6 L256
L303 ;
6' % L255
L304
6'
L30 %L254
/yep
or
-
,S L bt*L
3 9ssi?rsx
?
00
4UR
. .6 ...??\P
. `
?ralttt??`,,
4' L321
L252 L307
4'
L30 ; L251
4,
L309;"L250
' t249
L 4 4 L248
L31 L247
1 4' L246
L3
L245
4
LJ1 4'
L314 'L244 TIE TO /PF "DD"
L315' N74'52' 12 "E
4' 1078.97'
ERENN/AL CHANNEL % L243 i
AREA C-A 1 L316
4'
4,255 Sq. Ft. f L242
0.010 Ac..t L317 , X241
370.98 Linear Ft. _+ L3 4 '
L319 A
5' 704
(TO
e0 0 30 60 120
SCALE: 1"=60'
WETLAND SURVEY
OF
WOMBLE EAST SECTION C
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
PITTSBORO, N. C. 27312
[phone] FAX [phone]
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 7
SHEET 1 OF 2
COURSES ALONG LINEAR
WETLAND AREA C-A 1
LINE TABLE
LINE BEARING DISTANCE
L240 N42'3251 'W 21. 13'
L241 N23'44'37"W 4.01'
L242 N 19'27'38 'W 18.03'
L243 N03'02'47"W 22.37'
L244 N07'3924 "E 23.75'
L245 N32'1 7'06"W 17.30'
L246 S76'01'59"W 7.83'
L247 N562955 "W 12.99'
L248 N 19'36'33 'W 6.54'
L249 N27'4255 "E 12.02
L250 N 11 *4244"E 17.15'
L251 N 19'5945 "W 21.33'
L252 N07'30'39 "W 28.29'
L253 N08'49' 14 "W 41.19'
L254 N06'44'04 "W 25.16'
L255 N22'2521 "W 23.20'
L256 N 12'43'09 "W 8.76'
L257 N20'07'04 "E 13.66'
L258 N 17'03'36 "W 10.38'
L259 N 19'1 3'36"W 27.80'
L260 N 13' 19'54'W 15.51 '
L261 N 12'56'09 "E 33. 13'
L262 N40'1 3'0 1 "W 13.05'
L263 N8229' 19 "W 7.24'
L264 N24'33'00 "W 6.06'
L265 N05'23'06 "E 22.12'
L266 N21 *37'28"E 25.92'
L267 N 18'06'59 "W 21.32'
L268 N22'34'06 "W 19.17'
L269 N 18' 14'27"W 12.95'
L270 N06'58'42 "W 22.79'
L271 NOO'53'28 'W 27.77'
L272 N38'4555 "W 25.21 '
L273 N27'01 '02 "W 19.99'
L274 N25'4559 "W 16.92'
L275 N 15'00'40 "E 25.21 '
L276 N 15'34'09 "E 32.87'
L277 N52' 12'48 "E 30.29'
L278 N39'48' 18 "E 37.68'
L279 N 6'07'53"E 29.41 '
L280 S36'07'53"W 30.26'
L281 S39'48' 18 "W 36.97'
L282 2' 12'48"W 30.78'
L283 S 15'34'09 "W 28.95'
L284 S 15'00'40 "W 27.47'
L285 S 5'45'59 "E 19.22'
L286 S27'01'02"E 20.67'
L287 S38'4555 "E 23.77'
L288 SOO'53'28 "E 26.03'
L289 506'58'42 "E 23. 1 I'
L290 17'51 ' 14 "E 14.57'
L291 S22'34'06"E 18.94'
L292 S 18'06'59 "E 18.92'
L293 S21 '37'28 "W 24.61 '
L294 S05'23'06 "W 24.58'
L295 S24'33'00 "E 10.99'
L296 82'29' 19 "E 8.24'
L297 S40' 13'01 "E 7.73'
L298 S 12'56'09 'W 31.53'
L299 S 13' 19'54 "E 17.22'
L300 S 19' 13'36 "E 27.99'
L301 S 17'03'36 "E 8.25'
L302 520'07'04 'W 13.41'
L303 S 12'43'09 "E 11.04'
L304 S22'25'21 "E 23.71'
L305 S 12'28' 17 "E 14.38'
L306 S08'49' 4 "E 52.31 '
L307 S07'30'39 "E 30.51'
L308 S 19'5945 "E 20.63'
L309 11 *4244W 15.46'
L310 S27'4255 "W 13.21 '
L311 S19'36'33" 9.63'
L312 S56'29'5" 16.09'
L313 N76'01 '59 " 6.70'
L314 S32' 17'06" 12.96'
L315 S07'39'24 "W 22.68'
L316 S03'02'47"E 23.32'.
L317 S 19'27'38 "E 23.59'
L318 S02'2726 "E 1.03
L319 S42'32'51 " 18.53'
o CAAp 941 11
'a'QQpF 040%
SEAL
r- L - 3599 c'o
???o O? ?w
' Ze E?
S/ Q tttt,```?
COURSES ALONG LINEAR
WETLAND AREA C-A 2
LINE TABLE
LINE BEARING DISTANCE
L320 S69'23'3I "E 1.04'
L321 S08'09' 1 "E 3.61
L322 N88'22'08 "E 30.41'
L323 S84'3556 "E 22.32'
L324 S82'3834 "E 12.42'
L325 S71 '5634 "E 20.95'
L326 S42' 1631 "E 22.47'
L327 S50'310 1 "E 31. '
L328 N50'31'0 1 "W 31.60'
L329 N42'1 6j I'W 21.89'
L330 N71 '56' 4 "W 19.88'
L331 N82'38'34 'W 12.09'
L332 N84'35'56 "W 22.09.'-
L333 S88'22'08 'W 30.35'
L334 N86'52'32 "W 38,53'
L335 S55'07'20 "W 0.37'
COURSES ALONG
TIE LINES
LINE TABLE
LINE BEARING /STANCE
L704 S74-52'12'w 5.63'
L705 539'28'59' 3.00
L706 S 8' 15'07"W 6.25'
L707 N42-25'02"W 5.10'
NOTE.• WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL'
NAME:
TITLE:
DATE:
AID:
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND THAT THE RATIO OF PRECISION AS CALCULATED IS
1:10,000+; WI ESS MY ORIGINAL SIGNATURE,
AND SEAL 1 2 GUST 2 I,I??Qw?yBER, N CA
TH9th DAY AU 008 RDE; GIS?T?,
>t? ? rl yr
a ?
pFSSS/00 .;L9
DQ
CHARLES ODELL EUASON - 99
r C. 3599 z
00
y
SUR`?.••'c?
S
I, Charles 0. Elloson, Professional Land Surveyor No, oertlfy
to one or man of the following as indicated thus, ?,
_(a) That the survey creates a subdMsicn of land wtthh the area of a
county or municipality that has an ordhomm that regulate@ parcels of
land.
_(b) That the survey Is located in such a portion of a county or munla"Ity
that Is unngWated as to an ordinance that regulates paroW of land.
.((,d) Any one or following:
1. Th • survey b of an •xMthq parer or paresis of land
doss not create anew street or change an exlsthq wtr•sL
2- of the survey is of an esisihq bulldhq or other structurear
natured feature, such as a watsrosureec
3- That the survey to a control survey. t t l t r v l/
_(d) fiat the survey N of another category, such os t?
sxUthg parer osurt ardwsd survey, or cline
dNhklon of ...sees C
_(e) That the h atlon ava a to tM surwyo?
Is unable t ok• a to d
ability a o • • ohed (a rouQln above 9!
t a SEAL ?
CHARLES O. £L/ASON PLS i r?L -
•. ?o't0I
' ?'L 49 SUIR0940 S
0*0000090
`6 `V ?•
S0. ,
??/rrrrrrrrii?w
WETLAND SURVEY
OF
fl OMBLE EAST
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
P/TTSBORO, N.C. 27312
[phone] FAX [phone]
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 7A
SHEET 2 OF 2
I, CHARLES 0. EUASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMAT?IQQ[[??{,.QU-ND AS
SHOWN AND THAT THE RATIO OF PRECISION AS ClICA/,
1:10,000+; ESS MY ORIGINAL SIGNA I u
AND SEAL IS 29th D Y OF AU TT 2 N
.•'?O ,Sss/pN•ti'9
QO ql ? '
• a SEAL
J
CHARLES ODELL EUASgN L
°'•9?FS p . E?.?.
NOTE. WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.'
NAME:
TITLE:
DATE: AID:
3:
L362
5'=
INDICATES TOTAL
CHANNEL WIDTH L361
(TYPICAL) L380
L38
CENTERLINE OF
CREEK IS THE
PROPERTY LINE
j <J
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PP,
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0
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3R 1346

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8
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Ar
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64

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?? 64

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? ? TOWN OF
v,rrcvnvn
3
59

' V
6 I WCIN17Y MAP I ' NOT TO SCALE
uf
i699
5
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, osr
1. Charles 0. Bias, A Wee" of Land Surveyor No. L ,
indicated thus
i
f
l
f th
,
ow
ng a
o
to one or more o
e
(0

V 6 -(a) That the survey creates a subdlvIslon of land %M in the area of a
county or munl*dlty that has an ordk+ance that regulates parcele of
5 ' land.
-(b) That the survey Is located In such a portion of a county or munldpolity
that to unregulated a to an ordinance that regulates parosle of land.

V Aj My one of the tblowkW
1- Thgt the survey N of an esbtk+g parod or parcels of land
e an existing .trust.
ow etrest or diver
l
t
V : .n
g
area
does no
2- the survey N of an edetk+g building or other structure, or
natural feature. much an womrs%
lot
?f0 3- That the wwvey Is a control survey.
-(d) That the survey of another oategoryl such ?a itthtrt?1ddiM+bkpf/gn of
clung parcel court ard. survey, er 9'? igp?o i
V definition of a'k H
fie) That the awl to the elms
4t at the a 00
is unON eke a
5
ability provt?lon can In (a) ?) •
?/ 9
-
U
CH RLES O. ELIASON P r L -135V9$:

j,
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=
0
s91
'
?
O ?
O
v

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64,0009

5'
*
L710 M
v (TO `V, S ,

,3'
O /r
LINEAR WETLAND )
AREA C-B 4 v
5'
'
665 Sq. Ft.f 3
?
0.015 Ac..f
147.89 Linear Ft. f

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3' \
5'
M
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PERENNIAL CHANNEL

J AREA C-B 3
n = 4,537 Sq. Ft. -&
J.
L709 rS I J,
433.551 Linear Ft. f
TIE TO 1 PF "DO
V S68'05'55
182.03
NOTES-
a) THE PROPERTY SHOWN HEREON IS SUBJECT TO
ALL EASEMENTS OF RECORD AFFECTING SAME.
b) NO TITLE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY.
THIS SURVEY DOES NOT CERTIFY LEdAL mLE
TO 774£ REALTY AS ASSOCIATED OR 70 THE
BOUNDARIES SHOWN.
c) THIS SURVEYOR DOES NOT CERTIFY TO THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND U71L111ES TI1AT MAY OR mAy NOT EXIST
WITHIN THE BOUNDARIES AS SHOWN HEREON.
d) COPYRIGHT AUGUST 28, 2000 BY ABSOLUTE LAND
SURVEYING AND MAPPING, P.C., SILER CITY
NORTH CAROLINA. COPIES OF THIS PLAT MAY ONLY
BE USED FOR PRESERVATION OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PARTIES AS NAMED
IN THE TITLE BLOCK ONLY. NO ALTEPA77ONS OR
ADDITIONS MAY BE MODE.
e) UNLESS OTHERWISE SHOWN HEREON, ALL DISTANCES
ARE GROUND DISTANCES.
1) NO INTERNAL INVESROA77ON HAS BEEN PERFORMED
ON THIS PARCEL.
9) REFERENCE
SYMB
O /PS OL LEGEND
IRON PIPE SET
• IPF IRON PIPE POUND
O RRS RAIL ROAD SPIKE SET
0 RRF RAIL ROAD SPIKE FOUND
O ECM EXIS77NO CONCRETE MONUMENT
O CAIP COMPUTED POINT
(7U nE LINE
141L 707 4/N4' t10 0 30 so 120
I
(TL)
SCALE; 1"=60'
?,1%0%1ttn111111/? METLAND SURVEY
CARpz OF
WOMBLE EAST SECTION C
aQ9 m
SEAL HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA SUB -SECTION B
= r L - 3599 ABSOLUTE LAND SURVEYING DATE.
C) %'b AND MAPPING, P. C. AUGUST 29, Zoos
R•O SURC6
964 EAST STREET.
SUITE 210, SHEET 1 OF 2
PITTSBORO, N. C. 27312
NUMBER:
919) 663-0099 FAX [phone]-SHEET 8
"1`FS ?, 0 (
??'""""`?`? www.absoluteland.com
COURSES ALONG LINEAR
WETLAND AREA C-B 3
LINE TABLE
LINE BEARING DISTANCE
L350 N59'02'04 "E 64.69'
L351 N32'50'30 "E 40.81 '
L352 N22'32'49 "E 30.16
L353 N23'1 1'35"E 43.17'
L354 N36'1 1'06"E 48.18'
L355 N37'31 '27"E 88.51 '
L356 N452538"E 33.20'
L357 N45' 19'11 E 26. 10'
L358 N21'04'06T 22.38'
L359 N06' 13'07"W 15.09'
L360 N 13'01 ' 10 "E 44.03'
L361 N24'06'38 "E 38.67'
L362 N56'34'00 "E 14.31'
L363 N63'53' 18 "E 69.93'
L364 N55' 12'42 "E 29.72'
L365 N53'17'02T 33.47'
L366 N66'4555 "E 31.49'
L367 N69'5844 "E 26.38'
L368 N60'53'04 "E 50.15'
L369 N59'29'03"E 30.91 '
L370 N59'52' 13 "E 62.36'
L371 S59'52'13"W 67.66'
L372 S59'29'03"W 30.84
L373 S60'53'04 'W 50.05'
L374 S63'36'38 "W 26.87'
L375 S66'4555 "W 30.76'
L376 S53' 17'02 "W 32.14'
L377 S51 '30'27"W 31.49'
L378 S63'57'31 "W 68.71'
L379 S60'32'20 "W 18.24'
L380 S24'06'38"W 39.16'
L381 S 13'01 ' 10 "W 45.36'
L382 S06' 13'07'E 14.72'
L383 S21.04'06"W 20.09'
L384 S45' 19'11 "W 25.03'
L385 S4523' 12 "W 33.54'
L386 S37'3222 "W 88.91'
L387 S36' 1 1 '06 "W 48.81 '
L388 S23' 1 1 '35 "W 43.77'
L389 S22'32'49 "W 9.74'
L390 S32'50'30 "W 39.20'
L391 S59'02'04 "W 64.53'
COURSES ALONG LINEAR
WETLAND AREA C-B 4
LINE TABLE
LINE BEARING DISTANCE
L392 N25'58 4 "E 4.28'
L393 N 6'0333 "E 5.51 '
L394 N30'34'36" 1.20'
L395 N40'58'36 "E 40.14'
L396 N30'39'00" 4.69'
L397 N41 ' 15'45 "E 54.93'
L398 N23* 10'58" 18.83'
L399 N45'20'32 "E 2.79'
L400 S45'20'32 "W 3.38'
L401 S22'57'06 "W 18.95'
L402 S41 '20'31 "W 4.74'
L403 S '39'0 "W 4.70'
L404 40'58' "W 40.14'
L405 S30' 4'36"W 1.48'
L406 S3 0'04 "W 5. 7'
L407 S30'41 '52 "W 24.33'
COURSES ALONG
TIE LINES
LINE TABLE
LINE BEARING DISTANCE
L707 N42'25'02"W 5.10'
L708 N24'43'0I "W 39.44'
L 709 S61 '39'30 "E 3.00'-
L710 N44'39'28"W 3.00'
L711 S84.07'36 'W 32.34'
L 712 S23'4553 "E 8.05'
\\ttilrlll// ,
GAHQ?
=Oo?'(SSlp9 9
a AL ;
SE ?.
Sr L. 3599 q S
Y -?
sup?
?fllntttth
METLAND SURVEY
OF
WOMBLE EAST
NOTE. WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1967
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.'
NAME:
TITLE:
DATE: AID:
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND THAT THE RATIO OF PRECISION AQ ?t01? IS
1:10,000+; YYgqrrTNESS MY ORIgNAL SIGNATURfrR TdiR *MBER,
AND SEAL T191S 29th DAY OF AUGUST 20113 "!
.?' ?QOFt?Sslo/g%q
l
a SEAL
CHARLES ODELL EUASON t936o9 ?a
CT . ? <c, .. O
ilttitt0
Yyp4 zles 0
I, Charles 0. 01ason, Professional Land Surveyor No - ow"
to one or more of the following as Indicated thus,
-(a) That the survey creates a s+bdM@Ion of land within the area of a
county or municipality that has an ordinance that regulates parcels of
land.
_(b) That the survey N loooted In such a portion of a county or munklpollty
?/ that Is unregulated as to an ordinance that regulates parcels of land.
'-La) An cite of the following:
1- That the survey in of an existing pawl or parade of land
doss not areate a new street or change an existing sMwt.
2- ?t the survey Is of an existing bulding or other structure, or
natural fwtun, each as a weteroo ur@%
3- That the survey Is a control survey ?r1r,1
_(d) That the survey M of another oategory such tb? reoamti klgrb or
existing parade. a court ordered survey; are ?,?%
definition o} su
eli • • i
fie) That the to tlon awlab?s to the
Is unable to Pr4>As er/R atipn q?? heeF a dot
ability as • lacy{ M o (d)
HAOLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING, P. C.
964 EAST STREET, SUITE 210,
PITTSBORO, N. C. 27312
[phone] FAX [phone]
0. ELIASON PLjr- L t3 9
. SURD. A5\\
FS 0. X11/ir1lrrtrhrt%%
DATE.
AUGUST 29, 2006
ALSM JOB NUMBER.
040905-SHEET 8A
SHEET 2 OF 2
INFAI' we ?t.ANn p/ p C'jj /?/
AA /, A h A I N55'33 714 O
'S2' 1V ?N p?B (TL) e7
o
i/ 1790.67'
TIE TO IPF 'AA . ? 3
" aA
9R T•346
CID ; to f 3
501
L449
L450 L444
L4511 L4 2 L443 BYPASS
L4}52 , 3' 64
L453 L441
3I'L440 64
TOWN OF
L454 ` L439 PITTSBORO
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY 3' VICINITY MAP NOT TO SCALE
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED ; 1, Charles 0. Mann. Professional Land Surveyor No. L - go. certify
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS L455 L438 to one or more of the following as Indicated thus,
SHOWN AND THAT THE RATIO OF PRECISION AS CALCULA7Tq? IS 3'
1:10,000+; TNESS MY ORIGINAL SIGNATURE, REGI??MITIbNr?110 FR, -(a) That the survey creates a subdivision of land within the area of a
county a municipality that ha. °" ordinance that regulates parcels of
AND SEA IS 29th DAY of AUGUST A DyoP'(1a CAgp?''L456 L437 land.
???? •••eese••• ?,/ ?i fib) That the •urwyy M located In such a portion of a county or municipality
r.• ESS/D 0•••'Y,9 .? 3' that h unregulated as to an ardlnan« that regulates parcels of land.
/t/•• L436 bKMy one of the following:
7?pt the"Is of an existing p or parade of land
;Q y'; L45 \ in
i 3' mid does not a Ze a new street ar change on existing street
L45 L435 2- That the wavy in of an 9W*" building or other stmatum or feature. CHARLES ODEtl ELIASON L - A9 L - 3599 Q; = 3- That the survey is a coonntrol survey.
L434
9 O? mo(d) That the survey In of another oategay, sy Mpf elnatlon of
?? •% Q ?i•, ?. ` L459 ,,33 exhtin parom court ordered survs?tR? 6vo the
;y '? •• URV •• O L460 `L433 definition of mu
A, 9 brr•rrrrr•• ? fie) That the M avlable tq. ?urvyor
Z FS p L461 L432 Is unable «e e e a dsterm ?r. • v?at«•bna
• l?
Cj-
-9
N CH LES O. EL/ASON = rPL$ 35g
A L
0-0, SUB cd
NOTE.- WETLAND WERE DELINEATED BY 3 ZFS 0. SOIL & ENVIRONMENTAL CONSULTANTS, PA "'+++,
11010 RAVEN RIDGE ROAD J J
RALEIGH, NORTH CAROLINA 27614
[phone] 31
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS I
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN 3' INTERMITTENT CHANNEL
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED it) . 00 AREA D-A 1
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY (0 N 2,372 Sq. Ft. t
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM a `
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 J J 0.054 Ac.f
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL" 385.29 Linear Ft.t
NAME:
TITLE: f0
DATE: AID: N
3'
INDICATES TOTAL
CHANNEL WIDTH
(TYPICAL)
NOTES-
a) THE PROPERTY SHOWN HEREON IS SUBJECT TO
ALL EASEMENTS OF RECORD AFFECTING SAME.
b) NO TITLE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY.
THIS SURVEY DOES NOT CERTIFY LEGAL TITLE
TO THE REALTY AS ASSOCATED OR TO THE
BOUNDARIES SHOWN.
a) THIS SURVEYOR DOES NOT CERTIFY 7.0 THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND UTILITIES THAT MAY OR MAY NOT EXIST
WITHIN THE BOUNDARIES AS SHOWN HEREON.
d) COPYRIGHT AUGUST 29, 2000 BY ABSOLUTE LAND
SURVEYING AND MAPPING, P.C., S/LER CITY
NORTH CAROLINA. COPIES OF THIS PLAT MAY ONLY
BE USED FOR PRESERVA77ON OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PARTIES AS MWED
IN THE 777LE BLOCK ONLY. NO ALTERATIONS OR
ADDITIONS MAY BE MADE.
e,) UNLESS OTHERWISE SHOWN HEREON, ALL DISTANCES
ARE GROUND DISTANCES.
f) NO INTERNAL INVE37I6ATION HAS BEEN PERFORMED
ON THIS PARCEL
g) REFERENCE
1

v
u
6$
5
V?`
?
'
?At
3
N

O ? ?7
N N
J?J

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v J

3'
?N TIE TO IPF "DD"
N74'52' 12 "E
2022.88'
3. O
3'.
10L I
'_713
(TO
O IPS IRON PIPE SET
• /PF IRON PIPE FOUND
G RRS RAIL ROAD SPIKE SET 60 0 30 410 120
0 mr RAIL ROAD SPIKE FOUND
O ECM EXIS7INO CONCRETE MONUMENT
O CMP COMPUTED POINT ?%?
(TL) PE LINE SCALE: 1"=60'
...rrIIIIT
` SCAR ?
A40 oz/ r
I
?? SSIOT4•.•r
4
SEAL i
f- L . 3599 0
yR•. SUR •.•
'Srlw CF$ 0
I
'', 1,011111100
WETLAND SURVEY
OF
WOMBLE EAST
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING, P. C.
964 EAST STREET, SUITE 210,
PITTSBORO, N.C. 27312
[phone] FAX [phone]
DATE.-
AUGUST 29, 2006
ALSM JOB NUMBER.
040905-SHEET 9
SHEET 1 OF 2
COURSES ALONG LINEAR
WETLAND AREA D-A 1
LINE TABLE
LINE BEARING D/STANC
L420 N52' ' 8"E 134.00'
L421 N41 *51'1 O"E 36.07'
L422 N3719'34 "E 70.52'
L423 N26* 19'59 "E 45.40'
L424 N39'36'51 "E 46.68'
L425 N79' '06"E 25.48'
L426 N6 '20'5 " 48.58'
L427 N '46'33" 62.49'
L428 N 1'11'18" 4 3.98,
L429 N 0' 352 " J4.79'
L430 N32'20'13" 26.17'
L431 N 0'00'24 "E 53.35'
L432 N 8'34' 8"E 4.75'
L433 N2 '31 '33" 14.87'
L434 N06'09'00"W O 79'
L435 N3.3' 443" 15.27'
L436 N1 173'06T 16.15'
L437 N4 '2659 "E 26,27'
L438 N50'00'06"E 22.29'
L439 N22' 13'03 "E J1.96,
L440 N60'40'24 "E 7.16'
L441 N89' 17'37"E 4.14'
L442 N36'33'56"E 18.96'
L443 78' 5'O "E .604'
L444 N56'34'32" 4.23'
L445 N39'07'21 " J8.95,
L446 N58'5237" 1.00'
L447 558'52'37'W 20,45'
L448 S39'07' 1 'W 9.47'
L449 S 17' 10'37'W J.40,
L450 N7825'05 'W 8.04
L451 S44' 16'49 'W 18.4 '
L452 S89'1 7'37'W 23.54'
L453 S60'40'24 "W 8.98'
L454 22'13'03"W 32,26'
L455 S50'00' 6,w 1.59'
L456 S48'26 9 "W 27.J2'
L457 S 11 '2 '06 'W 16.58'
L458 33'24'43"W 15.76'
L459 S 6'09'00 "E 1 1.10,
L460 522'31 '33"W 13.68'
L461 S38'31'02'W 14.55'
L462 S30'O 1'28W 5j. 5 1'
L463 532'20' 1 'W 26.42'
L464 S20'3352"W 34.82'
L465 S31'1 1'18"W 43.51'
L466 S38'46'33"W 61.63'
L467 S63'20'59 "W 47.49'
L468 S79'50'06'W 26.15'
L469 S39'36'51 'W 48. 13'
L470 S26' 19'59 "W 45.46'
L471 S37' 1934 "W 70.12'
L472 S41'51 '10"W 35.68'
L473 S52'03'38 'W 40.86'
COURSES ALONG LINEAR
WETLAND AREA D-A 1
LINE TABLE
LINE BEARING DISTANCE
L713 N74'52'12"E 7.74'
L714 N50'4726W 3.19'
WETLAND SURVEY
OF
WOMBLE EAST
SEAL `i
0. ELIASON -TI6 Sys 9 0:.
S 0
''?f if 11111111\\
`,",,till r..I -I r//I/,
01 ?o?'o?Ess/oti.•;?
?aQ SEAL 9<•i =
r- L - 3599 cc;
9 ??v _
suv?
ss??, FS 0
/Illllt1111`
NOTE: WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL."
NAME:
TITLE:
DATE:
AID:
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND THAT THE RATIO OF PRECISION AS CALQUW
1:10,000+; WITNESS MY ORIGINAL SIGNATURE, a / ER,
AND SEAL TH729th DAY OF AUGUST 2008 d?t7.?(
SEAL --f
0
t9 - 3599
.eSUR.••5??`
99;•.eeee••• ??P
r""I' 1101.1 101 %\'
1. Charles 0. Mason. Raise" al land &n wyr No. certify
to one or more of the fallowing as Indicated thug -
-(a) That the survey areata a subdivision of land within the area of a
county or mtml* tty that has an ordinance that regulatse paroNe of
land.
-(b) that t N un rveyegulateed l as to ed In such an ordinance tlnat regulate* parcels of land.
-(o) Any one of the following
1- Thgr the =a an ing pawl or parcels of land
d does e a new street or change an sxhftg street.
2- the survey N of an ennNttrng building or otter strnwturs or
natural feature, such as a waterooursec
3- That the survey le a control survey. 111111111rf/f
-.(d) That the survey is of another oategory, such 1Re lar?/Ij
endetinq parcels, a court ordered survex or
y1TlO??k?Mf1U
defbkbn op0 That the rvele unobi the lbeett ablit Irr(o) (d) above. .9
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROL/NA
ABSOLUTE LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
P/TTSBORO, N. C. 27312
[phone] FAX [phone]
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 9A
SKEET 2 OF 2
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND THAT THE RATIO OF PRECISION AS CALCULATED IS
AND SEAL TH 299th M AY ROFI AUGUST qt- NQ1? ', CAR /7y/MB` R,
?. OFESSlpNV- %
aQ l •
CHARLES ODELL ELIAS L 359
1. - 3599
C)
?° suRJ,? a_Z?
!FS 0
NOTES-
THE PROPERTY SHOWN HEREON IS SUBJECT TO
ALL EASEMENTS OF RECORD AFFECTING SAME.
b) NO TITLE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY.
THIS SURVEY DOES NOT CERTIFY LEGAL TRLE
TO THE REALTY AS ASSOC14TW OR TO THE
BOUNDARIES SHOWN.
e) THIS SURVEYOR DOES NOT CERTIFY TO THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND UTILITIES THAT MAY OR MAY NOT EXIST
WITHIN THE BOUNDARIES AS SHOWN HEREON.
d) COPYRIGHT AUGUST 29. 2000 BY ABSOLUTE LAND
SURVEYING AND MAPPING, P.C., SILER CITY
NORTH CAROLIAM COPIES OF THIS PLAT AMY ONLY
BE USED FOR PRESERVATION OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PARTIES AS NAMED
IN THE TITLE BLOCK ONLY. NO ALTERATIONS OR
ADDMONS MAY BE MADE.
s) UNLESS OTHERWISE SHOWN HEREON, ALL DISTANCES
ARE GROUND DISTANCES.
/) NO INTERNAL INVESTIGA77ON HAS BEEN PERFORMED
ON THIS PARCEL
g) REFERENCE
" rr
TO IPF
TIE 3,rw
N68.34 2
900.82
INDICATES TOTAL
CHANNEL WIDTH L51
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED 87
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM \
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL'
NAME:
TITLE:
DATE:
AID:
SIP 1346
SITE
15
50f
BYPASS
NOTE. WETLAND WERE DELINEATED BY 64 ?_
SOIL & ENVIRONMENTAL CONSULTANTS, PA /
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614 64
[phone]
L514
4
'
?
L515
'
L51641 L510
4' L509
(TYPICAL) 7
L5C
4'
L518 ?' L507
4'i
L520 L51
L521 ?
4'lll('S 4' L505
(TL) 2 / I L 202
L524?j L501
RENNIAL. CHANNFI
A L'7 L-A --A 1

L499
L527 2'
L498 ,
L528 2'
L529 L497
'
2
L530 L496

L531 L495
L532-
?
4 ERENN/AL CHANNEL
AREA D-B 2
3 L
93
,3
'
L53.3 3 .
.5q. Ft.
L534 L492 0.039 SYMB OL LEGEND
3' 75.29 Linear Ft.f O IPS IRON PIPE SET
L535
L491 0 IPF
O RRS IRON PIPE FOUND
RAIL ROAD SPIKE SET
3' 0 RRF RAIL ROAD SPIKE FOUND

ON
L536 L7 ECM

O CMP MSTINO CONCRETE MONUMENT

OINT
L490 ( COMPUTED P
nE LINE
j
L714
(TL) II TIE TO IPF "DD" 60 0 30 60 120
S87'55'28 "E
1457.06'
II /
SCALE: 1"=60'
SURVEY
,,• ?N GARoZ •,, NEM4NoF
.•........N
?`?yO?QO?ESSlO?V9;9
WOMBLE EAST SECTION D
SEAL _
.3599 'z s _ HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA SUB-SECTION B
L C)
°0?6'`?° ABSOLUTE LAND SURVEYING DATE:
AND MAPPING, P.C AUGUST 29, 2006
.ti•Nr. ?Q. `
ES 0 964 EAST STREET, SUITE 210, SHEET 1 OF 2
///,lrt,tYto"P/TTSBORO, N.C. 27312 ALSM JOB NUMBER:
[phone] FAX [phone] 040905-SHEET 10
J?
i
II
?I
L706 I
(TL)
L513
L512 1'1
4 ',
511 \ ?
OF
VICINITY MAP ' ' NOT TO SCALE
I, Charity 0. Elknson, Professla Lad Surveyor No. L - ortlfy
to one or more of the following a Indicated thus, lye/
-(a) That the survey creates a subdMMon of land within the reo of a
county or munkdpality that has an ordinance that regulates parcels of
land.
-(b) That the survey N located in such a portion of a county or municipality
that 1. unregulated as to on ordinance that regulates parcels of land.
My one of the following:
1- That the survey is of an adeting porwl or parcels of land
does not create a new stree t r change an existing street.
2- at the eurvey is of on eodsting bulding or other structure, or
natural feabiwe, such as a veal
3- That the survey M a can ` sy /////It
-(d) That the surve N of another Ination of
adetkng a court q(? to the
definition bdN%Ion. ?? es• •• , i
-(e) That the able tl t&survwyr
to un make a of d. of hE profealand
ablN o the%ryov an to ( ?a+gh ?j ?lb°m =
i •
0. ELIA506LS ?
O
y.0 J .
SuFk
A ///FS t0i l t`?????•

COURSES ALONG LINEAR
WETLAND AREA D-B 2
LINE TABLE
LINE BEARING DISTANCE
L490 N 19'32'30"E 38.43'
L491 N71'01 '41 'E 18.06'
L492 N 15' 12'51 "E 22.05'
L493 N24'53'22"W 17.63'
L494 NOO'03'53 "E 1.68'-
L495 N 19'48'55"E 17.00'
L496 N51'40'01 'E 20.04'
L497 N09'4754 "E 38.73'
L498 N 14'22' 1 1'W 19.95'
L499 N05'38'0 1 "W 33.04'
L500 N05' 13' 14 "E 22.91 '
L501 N23' 1725 "E 13.89'
L502 N08'53'49 "W 12.23'
L503 N37'52'32 "E 25.43'
L504 S66'42' 15 "E 6.73'
L505 S68' 1653 "E 16.55'
L506 N58'40'57"E 29.97'
L507 N352556 "E 20.52'
L508 N72'07' 18 "E 26.63'
L509 S83' 12'25 "E 22.96'
L510 N72'04'52 "E 18.95'
L511 N84' 12'04'E 37.55'
L512 N81 ' 10'44"E 55.72'
L513 S80' 13'0 'W 59.29'
L514 S84' 12'04 'W 37.98'
L515 72'04'52 'W 18.49'
L516 N83' 12'25"W 22.96'
L517 S7 '07' 18 'W 28.83'
L518 S35'25 6'W 1.02'
L519 S58'40'57'W 7.15'
L520 N68'1653"W 4.50'
L521 N66'4 ' 15 "W 8.74'
L522 S65'01 '20'W . 18'
L523 S37'3427"W 5.82'
L524 S08'53'49 " 1 .63'
L525 S23'1 725'W 13.63'
L526 S05' 13' 14 ,W 23.42'
L527 S05138'0 1 " 33.38'
L528 S 14'22' 1 1 "E 19.67'
L529 509'4754'W 8.30'
L530 S50' 10'51 'W 1 .01 '
L531 S 19'48'55 'W 15.96'
L532 S26' 15'52 'W 5.04'
L533 S24'53 2" 16.53
L534 S 15' 12'51 'W 19.36'
L535 S71 '01 '41 'W 17,92'
L536 S 19'32'30'W 38.80'
COURSES ALONG
TIE LINES
LINE TABLE
LINE BEARING /STANCE
L706 S28' 15'07"W 6.25'
L714 N50'4726"W 3.19
L715 S07'27'06"E 3.54
METLAND SURVEY
OF
WOMBLE EAST
? contain I ) V" 'rs/O"%'-V 1
0. ELIASON PLS ; L
S r L - 3599 ?t•
O
p' ??•?? SUB .:•?5
S0
``,ttlllllrlf///H
OF?SS/0 9
Q? `•
SEAL '•
r L - 3599 0
n s4".0
:
w/ Z`Cs' O
//14///ljllxt'
NOTE. WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL'
NAME:
TITLE:
DATE
AID:
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND THAT THE RATIO OF PRECISION AS LM / S
1.10,000+; ESS MY ORIGINAL SIGNATUR JIBER,
AND SEA 29th DA OF AUGUST 200( '/i?
Q i
4 SEAL
CHARLES ODELL &AibN L 5 - Cj
n
UIR
eggs
11,1111000,
I. Charles 0. Olasan, A. tonal Land Surveyor No. L - 3699, o• tify
to one or more of the following as indloated thus, j
_(a) That the survey creates a subdivision of land within the area of a
county or municipality that has an ordlnanos that regulates paroele of
land.
? ) UThat Its unrreguyylated a sto an such
ard?lnanos raft regof a ulates ppcrosle of I?andky
4(0) Any one of the following:
1- That the survey M of an existing pa?al or parcels of land
ap& does not create a now street or change an existing street
2- at the survey Is of an sxNtl ng building or other structure, or
o watsrooures:
natural feature, such as
3- That the survey N o oontrol survey.
-(d) That the survey M of another oategory, such as the ¢Itlptlon of
exhting a oaurt ordered survey, or other a" t6br44ff4 ///
deflnlGon of bdMsion. v1 (` p,, //
-(e) That tit atlon ayellabW to the wwv?r.Y/-wtekinUCA-Q,;;P
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING. PC,
964 EAST STREET, SUITE 210,
P/TTSBORO, N.C. 27312
[phone] FAX [phone]
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 1OA
SHEET 2 OF 2
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND THAT THE RATIO OF PRECISION AS C IS
1:10,000+; WITNESS MY ORIGINAL SIGNATURE ET# /IjIS1MBER,
AND SEAL TIP29th DAY OF AUGUST 2ooe,.?k'N C>?Rni '
•
(?J?jI
• ` •
A
CHARLES ODELL ELIASON 934993599 a: y
.P?
SUR
°. ••NN•
Ev1
I/'IIII1rtrttl
I I
I?\
NOTES-
THE PROPERTY SHOWN HEREON IS SUBJECT TO
ALL EASEMENTS OF RECORD AFFECTINO SAME
6) NO TITLE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY.
THIS SURVEY DOES NOT CERTIFY LEOAL TITLE
TO THE REALTY AS ASSOCIATED OR TO THE
BOUNDARIES SHOWN.
a) THIS SURVEYER DOES NOT CERTIFY TO THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND UTT mis THAT MAY OR MAY NOT EXIST
WITHIN THE BOUNDARIES AS SHOWN HEREON.
d) COPYRIGHT AUGUST 29, 2000 BY ABSOLUTE LAND
SURVEYING AND MAPPING, P.C., S/LER CITY
NORTH CAROUNK COPIES OF THIS PLAT MAY ONLY
BE USED FOR PRESERVATION OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PARTIES AS AAMED
IN THE TITLE BLOCK ONLY. NO ALTERATIONS OR
ADDITIONS MAY BE MADE.
UNLESS OTHE WISTi1NCOWN HEREON, ALL DISTANCES
ARE GROUND DI
f) NO INTERNAL INVESTTOAT/ON HAS BEEN PERFORMED
ON THIS PARCEL
y) REFERENCE
lilt/
4?pl-Nje....; ;1N9 '
SI pN9? .•
* SEAT. ? -
S L -3599 ? .
FS 0
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL'
NAME: I S"" 1346
TITLE:
DATE: AID:
BYPASS
NOTE. WETLAND WERE DELINEATED BY 64 -
SOIL & ENVIRONMENTAL CONSULTANTS, PA /
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614 64
[phone]
SITE
f5
50f
VICINITY MAP ' NOT TO SCALE
L60 2 Inn_ I. Charles 0. Oiason. P of e" d Land 9xveyor No. ?bY9 certify
CREEK CULVERTS
UNDER ROAD
L717
(TL)
6L 629
590 -L628 L627
L591 5•? L626
L592 =,%/ 625 L624
L59 5- 59 5
L594 L623
L596
5 L622
L59 L621
L598 5'
L620
L599 \
L619 L618
L600' 617
5 L601 5' X616
to ores or more of the fallowing as indicated threw
-(a) That the onve am se a subdivision of land within the area of a
county or municipality that hoe an ordinance that regulate* parade of
land.
-(b) That the surveys is located In such a portion of a county or municipality
that le unregulated an to an ordinance that regulatee parade of land.
kf-') Any one of the following:
I- That the su rvey Is of an existing parcel or parade of land
not create a new street or strange an existing streeL
2- at the wrwy M of an existing building or other structure, or
natural feature, wain ce o watoroonxeK
That the survey Is a control survey.
d) That the survey to of another category, such as the recombination of
exieting parcels, a court ordered wxvey, or otl?lA11/Mblu)y/tM
dMniticn of su
bdivision.
n A
r r Mat
fie) That the In tion available to the su
k, unabN to aka a dot to ttllli?iT swag, d
= -
CHARLES O. ELIASON 7 PgS J 1*959,9
.' t x
s y L - 3599 cr "
INTERMITTENT CHANNEL
15 AREA E- 1

:614 1,556 Sq. Ft. -+
3 0.036 Ac..*
j
L63 174.14 Linear Ft.f
6112
508 L611 TIE TO IPF "DD"
79 L610 N84'40 56"E
'
' 2547.9 7
?
L718
(TO
L
L60
INDICATES TOTAL 3
CHANNEL WIDTH
(TYPICAL)
SYMBOL LEGEND
O /PS IRON PIPE SET
0 /PF IRON PIPE FOUND
G RRS RAIL ROAD SPIKE SET 50 0 30 so 120
0 RRF RAIL RAAD SPIKE FOUND
O ECM EXIS77NO CONCRETE MONUMENT
O CMP COMPUTED POINT ?%?
(Tt,) TTE LINE SCALE: 1"=60'
METLAND SURVEY
OF
WOMBLE EAST
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
P/TTSBORO, N. C. 27312
[phone] FAX [phone]
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER.
040905-SHEET 12
SHEET 1 OF 2
NOTE.• WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
COURSES ALONG LINEAR
WETLAND AREA F 1
LINE TABLE
LINE BEARING /STANCE
L590 S62'1 O'51 " 1.63'
L591 S05' 14'47"E 26.28'
L592 S24'48'02 "E 11.84'
L593 S61'30'00"E 13.05'
L594 S89'41 '43 "E 17.45'
L595 S56'2725 "E 15.74'
L596 S36'42'07" 42.53'
L597 S72'53'59" 15.89'
L598 S30'4921 " 15.66'
L599 S21 *26'1 4" 33.79'
L600 523'50'53" 20. 1 1 '
L601 S70'49' 14 " 11.42'
L602 S77'04'36"E 12.48'
L603 S41'01 '08"E 26.99'
L604 S40'41 '23"E 21.78'
L605 S 1'08'54"E 16.90'
L606 S39'4448"E 16.64
L607 62'18'17"E 12.43
L608 S24' 18'43'W 9.63'
L609 S25' 16'40 'W 20.61 '
L 610 N25' 16'40 "E 20.63'
L611 N24'18'43"E 12.48'
L612 N62'18'17"W 14.66'
L613 N39'4448 "W 15.287-
L614 N 1 1 *08'54"W 16.93'
L615 N40'41'23"W 22.58'
L616 N41 '01'08'W 26.99'
L617 N66'33'21 'W 13.94'
L618 N70'49' 14 "W 9.24'
L619 N23'50'53"W 17.83'
L620 N21'26'14"W 34.09'
L621 N30'4921 'W 18.00'
L622 N72'5 '59"W 16.18'
L623 N36'4 '07"W 41.77'
L624 N 2725 "W 18.11 7-
L625 N89'41 '43'W 17.68'
L626 N61 ' O'00 'W 10.13'
L627 N24'48'02"W 9.32'
L628 N05' 14'47W 27.09'
L629 N41 '20' 12 "W 5.26'
COURSES ALONG
TIE LINES
LINE TABLE
LINE BEARING /STANCE
L717 N27'49'09"E 6.00'

L718
S64'43'20"E -
3.00'
tiiiinnrlrfrf?y
,.•?' ? CARP<,y '•,
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SEAL _
ii- L .3599 9 ?U
99•.,, suS
4FS 0
.
VEMAND SURVEY
OF
WOMBLE EAST
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL"
NAME:
TITLE:
DATE:
AID:
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMAAQvs,
SHOWN AND T?IAT THE RATIO OF PRECISION AS C l?1l? 110,000+; V1?TNESS MY ORIGINAL SIGNATURE, 61 4.
AND SELL IS 29th DAY/OF AUGUST 2006 ,..••••••.,, ,FZ2
CHARLES ODELL EUASON L
,0 orESS, •e,
0, ? r '
.Q
i SEAL
r • _
O `
q •ti, SU}??Eyo per.:
10
'?rrlrr n iitii`
I. Charles 0. Obeon, Profeo" al Land Surveyor No. J ? q. o.rtiy
to one or more of the following as Indicated thus. le
-?o) That the survey areates a subdMsbn of land within the area of a
county or municipality that has an ordinance that regulate* paoele of
land.
-(b) That the survey Is boated In such a portion of a county or municipality
that is unregulated as to an ordinance that regulaNe parade of land.
In
Any one of the fallowing:
That the surrey Is of an sWetkrg parcel or parcels of land
o9d does not create a new street or change an existing street.
2- the survey Is of an exh frog building or other Mature, or
natural feature, such as a waterocuree: v`iitill 11,11fff
3- fiat the survey N a control survey:
d) That
rwg the wnvs0, N s. another ed usoonqle,?Q S ?i
ed nIti a o court ordered survey, glh slits,
/2 ?i
defk,ltlon o eubdMNon. ,re $ •e, .9 _.
?.) fiat the atbn aw e to to . ?
to o make a armbot o best or or her al por obf to t (A) th (d) Aggv} L Z
r 5
3599 _
CHARLES O. EL/ASON PLC %*66
46
SUR
79•''•••....•••.
. <<cS r Or i
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
P/TTSBORO, N. C. 27312
[phone] FAX [phone]
DATE.
AUGUST 29, 2006
ALSM ?OB NUMBER.
040905-SHEET 12A
SHEET 2 OF 2
O?O? W AT 1?9QG
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>
Q ?
Mr. Sean Clark
S&EC
11010 Raven Ridge Road
Raleigh, NC 27614
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
March 1, 2005
20061424
Subject: Intermittent/Perennial Determination
Womble Property
NCSR 1520
Chatham County, NC
Dear Mr. Clark:
IPRRO #05-002
Chatham County
MAR 4 - 2005
On February 22, 2005 at your request I conducted an on-site evaluation to review two features
located on the subject property to determine if the stream feature is Intermittent or Perennial. The
features are labeled as "F" and "D" on the attached maps initialed by me on February 22, 2005.
The Division of Water Quality (DWQ) has determined that the feature labeled as "F" on
the attached maps is Intermittent. The feature labeled as "D" on the attached maps is
Perennial beginning at blue survey flags 9057 and 9058. The owner (or future owners) should
notify the DWQ (and other relevant agencies) of this decision in any future correspondences
concerning this property. This on-site determination shall expire five (5) years from the date of
this letter.
Landowners or affected parties that dispute a determination made by the DWQ or Delegated
Local Authority may request a determination by the Director. A request for a determination by
the Director shall be referred to the Director in writing c/o Cyndi Karoly, SWQ Wetlands/401
Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination
by the DWQ or Delegated Local Authority that "exempts" a surface water may ask for an
adjudicatory hearing. You must act within 60 days of the date that you receive this letter.
Applicants are hereby notified that the 60-day statutory appeal time does not start until the
affected party (including downstream and adjacent landowners) is notified of this decision.
DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statues to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. This determination is final and
binding unless you ask for a hearing within 60 days.
Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
Division of Water Quality
???
Raleigh Regional Office 1628 Mail Service Center N tM phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-877-623-6748
Mr. Sean Clark
S&EC
11010 Raven Ridge Road
Raleigh, NC 27614
3/ 1 /2005
The (owner/future owners) should notify the Division of Water Quality (including any other
Local, State, and Federal Agencies) of this decision concerning any future correspondences
regarding the subject property (stated above). This project may require a Section 404/401
Permit for the proposed activity. Any inquiries should be directed to the Division of Water
Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers (Raleigh
Regulatory Field Office) at (919)-876-8441.
Sincerely,
Eric W. Kulz
Environmental
CC: File Copy
Central Files
DWQ 401 Wetlands Office
Chatham County
Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
WI
NM phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
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Project #: Scale: Figure 2 - Soil Survey
63411M 1:2000 Map
Project Date:
Mgr.: SC 6116!04 (Sheets F2, F3, G2 & G3
Womble Property
Chatham County, NC
?42 //
0241°s
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
Creekside
MAXIMUM POTENTIAL
IMPERVIOUS CALCULATION
Impervious
Lots Area Total
30 25,000 750,000 s.f.
30
Item
Impervious
Area
1 Homesites
2 Roadways
3 Pump Station
TOTAL IMPERVIOUS
TOTAL TRACT AREA
750,000 s.f.
119,595 s.f.
4,153 s.f.
873,748 s.f.
161.84 acres
7,049,930 s.f.
IMPERVIOUS PERCENTAGE 12.4%
8/7/2006
P:\120 (Fonville-Swain)\120-15 (Womble East)\wetland impact\Siteimpervious. xls
4r
?OF \N A 1 F,9© Michael F. Easley, Governor
`0 ?i William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
p .? Alan W. Klimek, P.E. Director
Division of Water Quality
October 20, 2006
DWQ Project # 06-1424
Chatham County
Mr. Tommy Fonville
Community Properties, Inc.
1000 St. Albans Drive, Suite 400
Raleigh, NC 27609
Subject Property: The Creekside Development
UT to Dry Creek [030604,16-34-(0.7), WSIV, NSW]
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Fonville:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 275 linear feet of stream (138 linear feet permanent, perennial stream impacts,
11 linear feet temporary, perennial stream impacts, 52 linear feet temporary, intermittent stream impacts,
and 74 linear feet temporary, intermittent stream impacts), as described in your revised application dated
September 1, 2006, and received by the Division of Water Quality (DWQ) on September 1, 2006, for the
purpose of constructing the residential subdivision and accompanying utilities at the site. After reviewing
your application, we have decided that the impacts are covered by General Water Quality Certification
Number(s) 3374 and 3402 (GC3374 and GC3402). The Certification(s) allows you to use Nationwide
Permit(s) NW 12 and NW39, respectively, when issued by the US Army Corps of Engineers (USACE).
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, and
Non-discharge regulations. Also, this approval to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA
Permit.
This approval 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 Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional 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:
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http;//h2o enr state nc us/ncwetlands
NOne Caro a
a ura,y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Community Properties, Inc.
Page 2 of 5
October 20, 2006
Amount Approved Units Plan Location or Reference
Stream 275 (linear feet) (138 linear feet permanent, perennial stream impacts, I 1 PCN page 5 of 10
linear feet temporary, perennial stream impacts, 52 linear feet temporary,
intermittent stream impacts, and 74 linear feet temporary, intermittent
stream impacts)
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
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. 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.
4. Sediment and Erosion Control Measures
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;
5. 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;
6. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
Community Properties, Inc.
Page 3 of 5
October 20, 2006
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result in
disequilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the
above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap or other bank hardening methods. If rip-rap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed
to adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the
401/Wetlands Unit of the NC Division of Water Quality upon completion of the project. Please
send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of Completion form.
7. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401 /Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified
as appropriate to suit to this project;
8. Sewer Systems
The project shall comply with 15A NCAC 2H.0219(i)(2)(G) and all other State, Federal and local
sewer system regulations.
9. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
Community Properties, Inc.
Page 4 of 5
October 20, 2006
NPDES General stormwater permit (NCG010000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at http: //h2o. enr. state. nc. us/su/Forms_Documents. htm. ;
10. 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.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
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 letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-1786.
AWK/Um
Sin ely, fiAd
Ian W. Klimek, P.E.
Enclosures: GC 3374, GC3402
Certificate of Completion
Community Properties, Inc.
Page 5 of 5
October 20, 2006
cc: Nicole Thomson, Soil & Environmental Consultants, P.A., 11010 Raven Ridge Road, Raleigh, NC 29614
USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 061410oothMountain(Chatham)401
O?O? W AT f9pG
r
>
O "C
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
October 5, 2006
MEMORANDUM
RE: Authorization to request submittal of site design plans depicting stream crossings oriented between 75° and
105° to minimize impacts to onsite Waters of the State.
Problem: Stream crossings oriented outside of 75° and 105° to increase impacts to onsite Waters of the State.
Solution: Requesting submittal of site design plans depicting stream crossings oriented between 75° and 105° tc
minimize impacts to onsite Waters of the State is authorized per Section VII - Impact Justification (Avoidance
and Minimization) of the Pre-Construction Notification application, and 15A NCAC 2H .500, .0502 (8) (c), and
15A NCAC 2H .500, .0506 (b) (1), (2), and (3) and (c) (1), (2), and (3).
Signature:
Date:
North Carolina 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)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
I
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
October 4, 2006
S&EC Project #8341.W2
DWQ Project #06-1424
Department of Environment and Natural Resources
Division of Water Quality R ??" n
Attn: Ian McMillian a (`? `" ?T ' q W
2321 Crabtree Boulevard UU
Suite 250
Raleigh, NC 27604 DIEM:, w?,, , rr .t
YV? ,d,r??? r`i1 t? . t:riwnr.ri t??tANGH
Re: Reply to the Division of Water Quality's "Request For More Information" for the
The Creekside 401 application, Chatham County, NC
Dear Mr. McMillan:
The purpose of this letter is to respond to your September 22, 2006 letter requesting
further information. The original questions/requests are copied below as they appear on
the 09/22/06 letter and are then followed by our response to each.
Additional Information Requested:
"Impact A is a driveway crossing that appears to cross the stream at
approximately 65° Please redesign this crossing so that the impact angle is
between 75 ° and 105" "
In an effort to further minimize impacts, this driveway crossing has been redesigned to
cross the creek at an 80" angle in the attached revised Impact maps. Other than an effort
to further minimize impacts, we are not aware of a specific condition within GC #3402
that stipulates that a crossing be between 75° and 105°; we are aware, however, of these
provisions within the State Regulated Buffer rules and GC #3374 with respect to utility
line crossings. Please advise us where these angles are specified within the 401
regulations.
2. "Please provide justification as to why Lots 4 and Lot 5 could not share a
driveway, thus resulting in only one crossing, and a lower cost to the
builder. "
The two lots in question are 5.4 and 4.9 acres in 'size, respectively. These lots will have
large homes planned on them and as such, privacy is part of the appeal for this
development. Separate driveways were planned for each lot because it is in keeping with
the intent and design of the overall project. The developer has planned The Creekside so
that all other jurisdictional areas were avoided, with the exception of the one
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
perennial/important roadway crossing and the two intermittent/unimportant driveway
crossings. The almost 6 acres of wetlands on site will be preserved through the use of
deed restrictions as will the remaining streams. The cost of installing two crossings as
opposed to one is not significantly higher.
Please call if you have any questions or require further explanation.
Sincerely,
Nicole Thomson
Environmental Specialist
Cc: Mr. Eric Kulz, DWQ Raleigh Regional Office, 3800 Barrett Dr., Raleigh, NC 27609
UreeKSlae
Overall Map
Jurisdictional
Wetland Wetland/Channel Impacts
4.945 Ac. NORTH August 30, 2006
350' 0 350' 700' REVISED: September 26, 2006
Important I
Perennial Channel
SCALE: 1"=350'
(Dry Creek) Jurisdictional
Wetland
Important I 0.077 Ac.
Perennial Channel Jurisdictional
2 Wetland
2 0.447 Ac.

20
Jurisdictional
Wetland
in etland 331 Ac.
0
.

0

Raad
OCT 4 200
lY i
A (D
Important
Perennial Channel
CU i Approximate
C E Building 1 Driveway Group
,
0
Envelope (Typ.) , inc.
j j Important LAND PLANNING
i; Perennial Channel CIVIL ENGINEERING
Unimportant CONSTRUCTION MANAGEMENT
Intermittent Channel 1000 1c) n9 G7 ay, r)-?Y I9I9)AC,7R7927511
Legend 465 - - -
Permanent Impact - - --
- ^ U Z N
Temporary Impact T -- ---- -- - - d Z M R
460 w<o?
-- -- - 0 ZwQam
- --
_ -- --- " - -- - ? Sod ! Envrcnmental Consultants L Q k ?
----- 11010 Raven Kdge Road (11 _I t7 O
Raleigh, NC 27614 ?J L Z - <*
_ P'none [phone] G 9
-- -- w r
- - - -- e
Z/0 gg
g
U gu°
12'_E-E - - --- -
v
o Proposed
?0 -
- N Grade
a
ik 36 LF 24' Rc
?s? 450 Inv. In @ 5.60%
449.00'
Inv. Out
4 -
447.00'
Impact 314" Water Service
?
445 - -
? U
2" Grinder Pump 2" SS Lateral ?- '
SS Lateral, --- -- _ _ __ - Z
314" Water Service 3.43 LFTemporary
- \\
3.49 LF Temporary kmpact 16 L.F. Class
Impact - Riprap Pad 4)
- -- -
440 A ?o
36LF24 Rcp@5.60/ -- -? ?((V? - -
Wl FES Bath-Ends
inv. In 4449.00' - OCT 4 !uuk In U
Inv. Out 447.00'
- -- -- . -- 0 L
Install 16'x 6'x 24" Thk. °ENR • v?N
? nay U U
Class "1" Rrprap 435 WILWDSAND F
Velocity Dissipator
Unimportant!
Intermittent Channel Crossing - A U
Impacted Channel 0+00
Length : DRIVEWAY CROSS SECTION
Permanent (Including Riprap) : 52 L.F. LOT 4
Temporary: 0.00 L.F. PROFILE HORIZONTAL SCALE 1"=50'
Area : PROFILE VERTICAL SCALE 1" =5'
dpWelfm9 Permanent: 157S.F. 09/26/06
prod° Temporary: 0.00 S.F.
-- - 50' 25' 0 50' 100'
Impacted Wetland _
Permanent : 0.00 S.F. 0.00 Ac.
Temporary : 0.00 S.F. 0.00 Ac. SCALE: 11" = 50' 0

FH

Legend
3" SDR 21 CL 200 PVC Permanent Impact
SS Force Main /
Temporary Impact
V Ulr %,1400 VJV
Water Main
3l4" Water Service
4.00 LF Temporary
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Department of Environment and Natural Resources
Division of Water Quality
Attn: Ian McMillan
2321 Crabtree Boulevard
Suite 250
October 4, 2006
S&EC Project #8341.W2
DWQ Project #06-1424
4 2006
Raleigh, NC 27604 DENR . -14ATLK QUALITY
WETLANDS AND STQR?AWATER BRANCH
Re: Reply to the Division of Water Quality's "Request For More Information" for the
The Creekside 401 application, Chatham County, NC
Dear Mr. McMillan:
The purpose of this letter is to respond to your September 22, 2006 letter requesting
further information. The original questions/requests are copied below as they appear on
the 09/22/06 letter and are then followed by our response to each.
Additional Information Requested.
1. "Impact A is a driveway crossing that appears to cross the stream at
approximately 65°. Please redesign this crossing so that the impact angle is
between 75 ° and 1050 "
In an effort to further minimize impacts, this driveway crossing has been redesigned to
cross the creek at an 80° angle in the attached revised Impact maps. Other than an effort
to further minimize impacts, we are not aware of a specific condition within GC #3402
that stipulates that a crossing be between 75° and 105°; we are aware, however, of these
provisions within the State Regulated Buffer rules and GC #3374 with respect to utility
line crossings. Please advise us where these angles are specified within the 401
regulations.
2. "Please provide justification as to why Lots 4 and Lot 5 could not share a
driveway, thus resulting in only one crossing, and a lower cost to the
builder. "
The two lots in question are 5.4 and 4.9 acres in size, respectively. These lots will have
large homes planned on them and as such, privacy is part of the appeal for this
development. Separate driveways were planned for each lot because it is in keeping with
the intent and design of the overall project. The developer has planned The Creekside so
that all other jurisdictional areas were avoided, with the exception of the one
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
perennial/important roadway crossing and the two intermittent/unimportant driveway
crossings. The almost 6 acres of wetlands on site will be preserved through the use of
deed restrictions as will the remaining streams. The cost of installing two crossings as
opposed to one is not significantly higher.
Please call if you have any questions or require further explanation.
Sincerely,
Nicole Thomson
Environmental Specialist
Cc: Mr. Eric Kulz, DWQ Raleigh Regional Office, 3800 Barrett Dr., Raleigh, NC 27609
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?pF ?? ^ rqQ Michael F. Easley, Governor
f, William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
.? Alan W. Klimek, P.E. Director
Division of Water Quality
September 22, 2006
DWQ Project # 06-1424
Chatham County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Tommy Fonville
Community Properties, Inc.
1000 St. Albans Drive, Suite 400
Raleigh, NC 27609
Subject Property: The Creekside Development
UT to Dry Creek [030604,16-34-(0.7), WSIV, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Fonville:
On September 1, 2006, the Division of Water Quality (DWQ) received your application dated
September 1, 2006, to impact 275 linear feet of stream (138 linear feet perennial stream impact,
137 linear feet intermittent stream impact) to construct the proposed residential subdivision. The
DWQ has determined that your application was incomplete and/or provided inaccurate
information as discussed below. The DWQ will require additional information in order to
process your application to impact protected wetlands and/or streams on the subject property.
Therefore, unless we receive five copies of the additional information requested below, we will
have to move toward denial of your application as required by 15A NCAC 2H.0506 and will
place this project on hold as incomplete until we receive this additional information. Please
provide the following information so that we may continue to review your project.
Additional Information Requested:
Impact A is a driveway crossing that appears to cross the stream at approximately 65°.
Please redesign this crossing so that the impact angle is between 75° and 105°.
2. Please provide justification as to why Lots 4 and Lot 5 could not share a driveway, thus
resulting in only one crossing, and a lower cost to the builder.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within
three weeks, we will assume that you no longer want to pursue this project and we will consider
the project as withdrawn.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httu://h2o.enr.state.ne.us/newetlands
N ?thCaro na
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Community Properties, Inc.
Page 2 of 2 r"
September 22, 2006
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian
McMillan at 919-733-1786 if you have any questions regarding or would like to set up a meeting
to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Nicole Thomson, S&EC, P.A., 11010 Raven Ridge Road, Raleigh, NC 27614
Filename: 061424Creekside(Chatham)0n_Ho1d
DWQ 06-1424 The Creekside Development
Subject: DWQ 06-1424 The Creekside Development
From: Laurie Dennison <[e-mail]>
Date: Mon, 25 Sep 2006 13:51:44 -0400
To: [e-mail]
CC: Nikki Thomson <[e-mail]>
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being
forwarded to you electronically so that you may expedite preparation of your
response. Please do not send your response as a reply to this e-mail or via fax.
The hard copy is being sent via US Mail. All response correspondence is to be
mailed via hard copy to the 401 Oversight and Express Permits Unit, 2321 Crabtree
Blvd., Raleigh, NC, 27604 unless otherwise noted.
061424Creekside(Chatham)On_Hold.doc Content-Type:
Content-Encoding:
application/msword
base64
of 1 9/25/2006 1:52 PM
20061424 Creekside S/D Chatham Co.
Subject: 20061424 Creekside S/D Chatham Co.
From: Eric Kulz <eric. kulz@ncmail. net>
Date: Wed, 20 Sep 2006 09:52:06 -0400
To: Ian McMillan <[e-mail]>
CC: Chuck Wakild <[e-mail]>
Ian:
An easy one, avoidance/minimization issues. Impact A is a driveway crossing on Lot
4; crossing is at 65 degrees (outside 75-105).
Let's ask for justification for why, under avoidance/minimization, they can't do a
shared driveway for Lots 4 and 5, resulting in only one crossing.
Comments on BIMS.
Eric
Eric Kulz <Eric.Kulz@,ncmail.net>
Environmental Specialist III
Surface Water Protection
NC Division of Water Quality
1 of 1 9/20/2006 10:11 AM
s
T •d
SONU-l13M-OMO : 3WUN
FAX COVER
Date 09/15106
Number of pages including cover sheet 3
To: Cyndi Karoly
268922,L6T6:-131 LS:2T I6j 9002-ST-d3S
4T?
NC Wildlife Resources Commission
Habitat Conservation Program
P. 0. Box 429
Sedalia, NC 27342-0429
From: Shari Bryant
Phone Phone
Fax Phone [phone] Fax Phone
CC:
336.449-7625
336-449-7625
REMARKS:
? Urgent ? For your review ? Reply ASAP ? Please comment
DWQ ID No. 20061424 - The Creekside Development, Chatham Co.
T'd S29G-Ebb-9EE
,4ueRug •3•g d60:20 90 ST des
2 'd SGNU-113M-0M0:3WdN z6egm-6T6:131 BS:2T IdJ 9002-ST-d3S
North Carolina Wildlife Resources Commission
Richard B. Hamilton, Executive Director
MEMORANDUM
TO: Cyndi Karoly
401 Oversight and Express Permits Unit
Di is ion of Water Quality
FROM: - Shari L. Bryant, Piedmont Region Coordinator
Habitat Conservation Program
DATE: 15 September 2006
SUBJECT: Pre-construction Notification Application for Roanoke Investments LLC and Chatham
Properties, The Creekside Development, Chatham County, North Carolina. DWQ ID:
20061424
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed the
subject document and we are familiar with the habitat values of the area. Our comments are provided in
accordance with provisions of the Clean Water Act of 1977 (as amended), Fish and Wildlife Coordination
Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d), North Carolina General Statutes (G.S. 113-131 et
seq.), and North Carolina Administrative Code 1SA NCAC 101.0102.
Roanoke Investments LLC and Chatham Properties propose to construct a 162 acre residential
subdivision on a forested site adjacent to Dry Creek. Total impervious surface will be approximately
12% and the project will comply with Chatham County Watershed Protection Ordinances. Permanent
impacts include 138 linear feet of perennial stream channel for one road crossing and 110 linear feet of
intermittent stream channel for 2 driveway crossings. Utility crossings will result in temporary impacts to
11.4 linear feet of perennial channel and 14.9 linear feet of intermittent channel.
Dry Creek and its tributaries flow through or adjacent to the site. These streams are tributaries to
the Haw River upstream of B.E. Jordan Reservoir in the Cape Fear River basin. There are records for the
federal and state endangered Cape Fear shiner (Notropis mekWocholas); federal species of concern and
state endangered brook floater (Alasmidonto varicosa) and yellow lampmussel (Lampsilis carlosa) in
Haw River.
This area is experiencing rapid urban growth and we are concerned about the cumulative impacts
of development on the Cape Fear shiner. Changes in land use from a primarily forested area to an urban
landscape may exacerbate channel degradation and sediment impacts to stream ecosystems due to
increased stormwater runoff and elevated flooding. In addition, pollutants (e.g., sediment, heavy metals,
herbicides, pesticides, and fertilizers) washed from roads and urban landscapes can adversely affect and
extirpate species downstream of developed areas.
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]
a'd 929G-6i?b-9CC JueRug •1•s d60:20 90 ST des
. 2 'd SGNH-113M-0M0:3WHN
Page 2
16 September 2006
The Creekside Development
DWQ ID No. 20061424
2Ge9mLGTG:-131 8S:2T I?JA 9002-ST-d3S
We are concerned about potential impacts to Cape Fear shiner and its habitat in Haw River.
Should the permit be issued, we recommend the following conditions be incorporated into the permit to
minimize impacts to aquatic and terrestrial wildlife resources.
I . We recommend a shared driveway for Lots 4 and 5. This would eliminate one stream crossing.
2. In watersheds that support federally endangered species, we recommend a minimum 200-foot
undisturbed, native, forested buffer along perennial streams, and a minimum 100-foot
undisturbed, native, forested buffer along intermittent streams. Maintaining undisturbed, forested
buffers along these areas will minimize impacts to aquatic and terrestrial wildlife resources, water
quality, and aquatic habitat both within and downstream of the project area. In addition, wide
riparian buffers are helpful in maintaining stability of stream banks and for treatment of pollutants
associated with stormwater runoff. Whereas, a grassed buffer, particularly fescue, is a vegetated
buffer but will not provide the necessary and highly valuable functions as discussed for forested
buffers.
3. We recommend that all remaining wetlands and streams on the site be protected from additional
impacts by placing them in a permanent conservation easement to prohibit filling, draining,
flooding, and excavation.
4. Use bridges for all permanent roadway crossings of streams and associated wetlands to eliminate
the need to fill and culvert, where practicable. If culverts must be used, the culvert should be
designed to allow passage of aquatic organisms.
5. In watersheds that support federally endangered species, we recommend new developments
exceeding 6% imperviousness include stormwater controls designed to mimic the hydrographic
condition at the site prior to the change in landscape.
6. Locate sewers and other utilities as far away from streams as functionally possible and minimize
stream crossings. It is preferable these be located outside the riparian buffers.
7. We recommend that landscaping consist of non-invasive native species and Low Impact
Development (LID) technology. Using native species instead of ornamentals should provide
benefits by reducing the need for fertilizers, herbicides, and pesticides. Additionally, native
species should require less water. Using LID technology in landscaping will not only help
maintain the predevelopment hydrologic regime, but also enhance the aesthetic and habitat value
of the site.
8. Specialized efforts and techniques are implemented to reduce sediment runoff from construction
activities. Excessive silt and sediment loads can have numerous detrimental effects on aquatic
resources including destruction of spawning habitat, suffocation of eggs, and clogging of gills of
aquatic species.
Thank you for the opportunity to comment on this permit application. If we can be of further
assistance, please contact our office at [phone].
cc: Todd Tugwell, USACOE
cc: David Rabon, USFWS
Sarah McRae, NHP
Ryan Heise, WRC
Corey Oakley, WRC
6-d 929G-6tt•-96C jueRig -1-S doT:20 90 5T deS
Triage Check List
6 Project Name: ?l l t
Date:
DWQ#: l ??a
County: ?? to
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 Kulz
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.
JZ 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:
6 ?c (4 O_W_?

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tl? t2 V,
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
To: US Army Corps of Engineers N.C. Division of Water Quality
Raleigh Regulatory Field Office 401 Oversight and Express Permits Unit
Attn: Todd Tugwell Attn: Cyndi Karoly
6508 Falls of the Neuse Road, Suite 120 2321 Crabtree Boulevard, Suite 2P 0 0 6 1 4 2 4
Raleigh, NC 27614 Raleigh, NC 27604-2260
From: Nicole Thomson
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Creekside, Chatham County, NC
D
S E P 1 ?006
WETLANDS ANDWASTORM
On behalf of the owners, Roanoke Investments, LLC and Chatham Porperties, please find
attached a complete application and supplemental information requesting written concurrence
from the U.S. Army Corps of Engineers (USACE) and the N.C. Division of Water Quality
(DWQ) that the activities proposed below may precede under Nationwide Permits 12 and 39 and
General Water Quality Certifications 3374 and 3402. Please contact me at [phone] if you
have any questions or require additional information.
PROJECT SUMMARY
Project Name Creekside
Project Type Residential Subdivision and Utilities
Owner / Applicant Roanoke Investments, LLC & Chatham Properties
Count Chatham
Nearest Town Pittsboro
Waterbod Name UT's to D Creek
Basin / Sub-basin 03-06-04
Index Number 16-34-(0.7)
Class WS-IV;NSW
USGS Cataloging Unit 03030002
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
'± [E ?;. September 1, 2006
S&EC Project # 8341.W2
IMPACT SUMMARY
Stream Impact (acres): 0.025 (NWP39) / 0.0025 (NWP12)
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.025 (NWP39) / 0.0025 (NWP12)
Total Stream Impact (linear feet): 248 Perm. (NWP39) /
26 Temp. P 12
* Of the 275 linear feet of impact, only 138 linear feet is permanent impact to a Perennial/Important
channel.*
Attachments:
Pre-construction Notification (PCN) Application Form
NRCS Soil Survey Map
USGS Topographic Map
Agent Authorization Forms
Overall Impact Map
Impact Map Crossing A
Impact Map Crossing B
Impact Map Crossing C
Wetland and Stream Survey Maps
Intermittent and Perennial Determination Letter from NC DWQ and Supplemental Maps
Impervious Calculations
$475 Application Fee to DWQ
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 2 0 0 6 1 4 2 4
(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 ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39 & NWP 12
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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: Community Properties Inc.
Mailing Address: Attn: Tommy Fonville
_ 1000 St. Albans Drive Suite 400
Raleiah, NC 27609
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: tfonvillegftnrealty.com
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: Nicole Thomson
Company Affiliation: Soil & Environmental Consultants. PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 1 of 10
09/05/2006 14:15 FAX
III. Project Information
Z002/006
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: The- Crccksidc Devel,Qpment
2. T.I.P. Project Number or State Project Number (NCDOT Only):_ N/A - not a DOT project
3. Property Identification Number (Tax PIN): 9734-W3795_9744-06-8554
4. Location
County: Chatham Nearest Town: Pittsboro
Subdivision name (include phase/lot number): The Creekside Development
Directions to site (include road numbers/names, landmarks, etc.):1_-_40 West. toward )Durham:
Exit 273A &T-NC 54 West toward Chapel Hi11: South onto 151501: right onto Russells
h pal Road; bear rigrht onto 1 N 87 (Old 0-raharn Road/SR 1516), sub *t ro erton
the East side, Qp oxirnatel,y 1.75 mi ej South of intersection with Chicken B d a Road (SR
lia-pa-f1e South side of Da Creek.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 dilots minimum): 35.8017 . °N 79.2048 "W
6. Property size (acres): - 162 t acres
7. Name of nearest receiving body of water: UT's to Dry Meek (03-06-04: 16-34-(0.7): WS-
1V; NSW)
8. River Basin: Cane Fear (USGS Catalorzin Unit 03030002
(Note - this must be one of North Carolina's seventeen designated major river basins. The
Raver Basin map is available at hU://h2o.enL.state,nc,us/admin/ a g.1
V-?, ((? i_K
WFT?gN'v,? l?;,: .
Page 2 of 10
SEP-5-2006 TUE 13:05 TEL:[phone] NAME:DWQ-WETLANDS P. 2
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:_ The subject property is primarily upland mixed hardwood
pine. Property surrounding the site is also primarily forested undeveloped land
10. Describe the overall project in detail, including the type of equipment to be used: The
overall project will be a residential subdivision that will consist of single-family homes. The
project will involve the construction of road and utility line crossings as well as two
driveway crossings. Typical excavating and grading equipment such as bulldozers
backhoes, and motor graders will be used during construction activities.
11. Explain the purpose of the proposed work: The purpose of the overall project is to meet the
demand for residential development in eastern Chatham County. The purpose of the
additional impacts being requested is to provide utilities for the entire property as well as
providing access to two of the individual 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. S&EC delineated the wetlands on-site on August 31, 2004. On
September 7, 2004, S&EC conducted a review of records at the NC SHPO for sites and
structures of historical siggificance as well as performing a federally protected species search a
the NHP office. There are no structures on the subject property that appear on the National
Registry, Determination of Eligibility, Study List or Locally Designated Lists Additionally,
there are no occurrences of listed plant and/or animal species within three miles of the subject
property. Mr. Todd TuQwell, of the USACE, reviewed our delineation on October 20, 2004
On February 22, 2005 Mr. Eric Kulz of the NC DW conducted an on-site
Intermittent/Perennial determination (see attached letter).
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.
No future permits are anticipated.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
Page 3 of 10
09/05/2006 14:15 FAX
2003/006
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and strean4 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 mitigati.on, list and describe the iutpact 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:
Driveway Crossing "A" QM T 39)- 52 linear feet of p ermanent stream i act to a UT to
Da Creek (intermittent rtant)
Sewer Crossing (NVW'P 12)-.' -3.4 linear feet of tempo rary impacts to UT to Dr y Creek
int wmitten im rtant
Wader Line Crossing (NWP 12): 3.5 linear feet of tem poMlyjmpacts to UT to D rv Creek
(intermittentluni mportant) _
Driveway Crossing "1$" 39)- 58 linear feet of anent stream i act to UT to
Dry Creek (intermittentlunim rtant
Sewer Crossing GMP 12):__ _ 4 linear feet of tempor ary impacts
to UT to Dr y Creek
int * _
Water Line Crossing 1NWP 12); 4 linear feet of t? rarv impacts to UT to Dr y Creek
(intermittent/unimportant)* _
Road Crossing "C" (!WP 39): i 3 8 linear feet of perm anent stream impact to (IT to
X
Creek (nerennial/important
Sewer Cro Ian P 12): 5.2 linear impacts to UT to D Creek
(perenniaUimportant):
Water sin WP 12): 6.2 linear feet of tem rar impacts to T to 1hy Creek
(yerenniaUimportant).
*note: these impacts will be conducted concurrently with the box culvert installation and the driveway pipe
installations.

Page 4 of 10
SEP-5-2006 TUE 13:05 TEL:[phone]e93 NAME:DWQ-WETLANDS P. 3
2. Individually list wetland impacts. Types of 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.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
N/A N/A N/A N/A N/A 0
Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: -5.8
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial or Average Impact Area of
Number Stream Name Type of Impact Interm
Intermittent? Stream Width Length Impact
indicate on ma Before Im act linear feet acres
"A" (NWP 39) UT to Dry Creek Culvert (driveway) Intermittent -3 52 0
004
Permanent .
Utility CPri sing UT to Dry Creek S (t m orCrossing Intermittent -3 3.4 0.0002
Utility Crossing
(NWP 12) UT to Dry Creek Water Line Crossing
(temporary) Intermittent -3 3.5 0.0002
"B" (NWT 39) UT to Dry Creek Culvert (driveway) Intermittent -4 58 0
005
Permanent .
Utility Crossing
(NWP 12) UT to Dry Creek Sewer Crossing
(temporary) Intermittent M4 4 0.0004
Utility Crossing
(NWP 12) UT to Dry Creek Water Line Crossing
(temporary) Intermittent ---4 4 0.0004
Box Culvert
"C" (NWP 39) UT to Dry Creek (Road Crossing) Perennial -5' 138 0.016
Permanent
Utility Crossing
(NWP 12) UT to Dry Creek Sewer Crossing
(temporary) Perennial -5' 5.2 0.0006
Utility Crossing
(NWP 12) UT to Dry Creek Water Line Crossing
(temporary) Perennial -5' 6.2 0.0007
Total Stream Impact (by length and acreage) 275 0.0275
?,yd.. 1,'? ?+• 3
* Of the 275 linear feet of impact, only 138 linear feet is permanent impact to a Perennial/Important cl?hnnel. The water line crossings and
the sanitary sewer line crossings will be installed concurrently with the impacts for the driveway and roadway crossings.*
Page 5 of 10
091105/2006 14:15 FAX
WJUU4/UUU
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Type of Waterbody Area of
Site Number Name of Waterbody
(if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean etc. acres
N/A N/A N/A N/A 0
'T'otal Open Water Impact (acres) p
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact acres : 0.0275
Wetland hp pact (acres): 0
ea Water Im act acres : 0
Total IMpact to Waters of the U.S. acres 0.0275
Total Stream lm pact (linear feet : 275
cJ !=?
1r
Of the 275 linear feet of impact, only 138 Nnear feet is permanent impact to a PerenniaUlmportant chimn4c '?AYps p??%q/?ry
7. Isolated Waters TFRBRgy?N
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please mote that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
There are rao isolated wetlands or streams-on this V==.
8. 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 Iplication.
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.): MA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A,
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
were minimized once the desired site plan was developcd. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. An i rmittent/unim ortant
Page 6 of 10
V
SEP-5-2006 TUE 13:05 TEL:[phone] NAME:DWQ-WETLANDS ! 4
stream channel runs west to east through the subject property before joining with a
perennial/important stream channel that runs south to north through the subject property. Both
of these channels effectively bi-sect the property. The applicant planned the proposed lot layouts
where the majority of the jurisdictional features are either located away from the proposed
building envelopes or where the jurisdictional features actually are the property boundaries (e
Dry Creek). The proposed driveway crossings "A" and "B" are necessary in order to build
homes at the back of proposed lots 4 and 5 as there is not enough room in the front of the lots
The proposed road crossing "C" is necessary in order to access the back half of the subject
property as the perennial/important stream channel bisects the property. Headwalls and wing-
walls are proposed at this crossing to further minimize impacts resulting from roadway fill within
the jurisdictional areas. The proposed sanitary sewer crossings and the proposed water line
utility crossings will be installed concurrently with the installation of the driveway crossings on
"A" and "B" as well as the box culvert for proposed road crossing "C" All impacts to these
waters will be temporary and will comply with all of the conditions of NWP 12 and GC3374
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 January 15, 2002, 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 NCEEP 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/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)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
Page 7 of 10
09/05/2006 14:15 FAX
wiUU5/UUU
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
ali ents should not e r uired given that the total rmanent impacts to
WrenniehMWrtant LtLearns is less th-an 150 a there are no permanent impacts to
wetlands. If mitiggfiQp is required then the applicant nropgscs paen into NC EEP _
Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval.from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.eirs.stak.nc.us/mTp/indcx,h , If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparimi wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres):. 0
Amount of Coastal wetland mitigation requested (acres): Q
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No N
2. 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
3. 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 N
X. Proposed Impacts on Riparian and Watershed Suffers (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
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.
U l
Page 8 of 10
SEP-5-2006 TUE 13:05 TEL:[phone]e93 NAME:DWQ-WETLANDS P. 5
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", 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 N/A 3 (2 for Catawba) 0
2 N/A 1.5 0
Total 0 0
• Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260. N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If
percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed
impervious level. The Project will comnly with the Chatham Countv Watershed Protection
Ordinances. The anticipated percent impervious for the project area is 12.4% (see attached
XII. 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.
The project will tie into the Chapel Ridge sewer system
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. Cumulative Impacts (required by DWQ)
Page 9 of 10
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: We
have reviewed the "DRAFT Internal Policy, Cumulative impacts and the 401 Water Quality
Certification and Isolated Wetland Programs" document prepared by the NC Division of Water
Quality on April 10. 2004, version 2.1 The draft states that most residential subdivisions are
unlikely to cause cumulative impacts. This residential project does not meet any of the three
criteria of private projects that can clearly result in cumulative impacts We anticipate that you
will advise us if a qualitative or quantitative impact analysis is required
XV. 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).
Appl .sant/Agent's Signature bate / `
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 10
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Project Number:
834 I . W2
Project Manager:
NT
Scale:
I" = 2,000'
Date:
07/3 1 /OG
Map Title:
FIGURE 2-50IL SURVEY
CREEKSIDE
DEVELOPMENT
Chatham County, NC
Source:
Chatham Co. Sod Survey
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.• Raleigh, NC 27614
[phone] • [phone]
Web Page, www,SandEG.com

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Project Number: Map Title:
834 1 .W2 FIGURE I -USGS Map
Project Manager: NT CREEKSIDE
Scale: DEVELOPMENT
I" = 2,000' Chatham County, NC
Date: Source:
07/3 1 /OG Bynum Quadrangle
F
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Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com

Jul IIY LLUUL I I u: ?-Ur11 f11I I r 0A • yl J-4Uy-4 f (0 HUY Jl Ulf `J •JlD r. UL
Environmental Consultants,
Rwd • taleidk N=1h Coolias 21614 • 95oae: ('9191846,5900 • It= (019)
All Bl mkx To Be Fillod In By The Current I.andv a or MuuidW Official
Name: 0 l? t1 V LS?F? yS L {- C.
Addmu: k l I E_, G(; w buill-, I A it . _,Y? t o
Ga -t ?L Z?S 1
Phone:
Project NameMescription:

Date: I 0 (CL
Tbo Dopartment of the Army
S&EC Project #
U.S. Army Corps of Engumm, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: -r z3 i Ti x yuj V) i
Field Offioe: "??P k: i r 14-
Re: Wetlands Relatod Consulting and Permitting
To Whom It May Conoun:
4 the current landowner or municipal official, hereby designate and authorize Soil & Environmental Consultants,
PA to act in my behalf as my agent in the processing of permit applications, to furnish n ,es* lemental
infomnation in support of applications, etc. from this day forward. The

day of
This notification 9mmsedea any previous con=pondaace concerning the agent for this project.
NOTICE: This attthori doa, for Wtbtlity and professional courtesy retisoaa, is valid only for governmeat of5dals to
eater the propsrty whoa aeeompanled by S& EC staff. You should call S& C to arraage a site meeting prior to
vidWng the slte. ! ?
Fo be r'?- T>. S Vozu n
Print Property Owner's or Municipal Official's Name Prqkrly s or Municipal Official's Signature
cc: Me. Cyodi Xwoly
NCDENR - DWQ
2321 C`,mbtroe Boulevard
Raleigh, NC 27604
cc: Mr. Sean Clerk
Soil sit Environmental Consultants, PA
236 LePhillip Cant, Suite C
Concord 3817-E Lawndale Drive
, 4 28025 areaasbo?o, NC 27455
Phan (7004) 720-9405 Phone: [phone]
Fan: (704) 7x09406 Fax. [phone]
AGENT AUTHORIZATION FORM
10002
%-Y%-P;-L K -nitl<vi.runmental Consultants, PA
11010 Ravcn Ridge Road • Raleigh, N=h Catolim 27614 • Dhow. (919) 46-59M • Fax: [phone]
www.SsndEC.com
/? r ..,,.., .., cviwucr ru I rClar
Name: 1,4 T7 }? N1 ?`?n2T7,1 C-P -S
Address: / O o p 5-? A-z 2 A'v s b,2.1 V E S U t r ?a
Phone: ()i I q • -] rc ( _ `.7 r, (, --7
Project Name/Description:
S&EC Project #
Date: - ? - ?-) _ O
The Department of the Army
U.S. Army Corps of'Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: _ (321,>p T, 2r ,,z ; L-
Field Ogee: ?ALF,(rA
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
1, the current landowner or municipal official, hereby designate and authorize Soil & Environmental Consultants,
PA to act in my behalf as my agent in the processing of permit applications, to furnish upon request supplemental
infot' ration in support of applications, etc. from this day forward, The '3b4?, day of
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government officials to
enter the property when accompanied by S&EC staff. 'Y'ou should call S&EC to arrange a site meeting prior to
visiting the site.
Print Property Owner's or Municipal Official's Name
cc: Ms. Cyndi Karoly
NCDENR - D "rQ
2321 Crabtree Boulevard
Raleigh, NC 27604
P operty Owner's or unicipal O icial's Signature
cc: Mr. Scan Clark
Soil & Environmental Consultants, PA
2361;Phillip Court, Suite C:
Concord, NC 28025
Phone' [phone]
Fax: [phone]
3817-E L,awndale Drive
O remboro, NC 27455
Pbonc: [phone]
Fax; [phone]
AGENT AUTHORIZATION FORM
A Il n1---- ... - ---- -
Important /
Perennial Channel
(Dry Creek)

Jurisdictional
Wetland
Important I \\ 0.077 Ac.
Perennial Channel
Jurisdictional
' Wetland
0.447 Ac.
isdictional
?ttland
0.331 Ac.

f?
rtant l
nnial Channel
Approximate
Building I Driveway
CO
EGroup, inc.
Envelope (Typ.) .
Important I
?--? ? ?, I l; i? LAND P LAN N I N G
Perennial Channel
CIVIL ENGINEERING
Unimportant 5al4EwronmentalComultant5 CON5TRUCTION MANAGEMENT
Intermittent Channel 11010 Raven Ridge Road
Ralagh, NC 27614 1 1000 Regency Parkway, Suite 410, Cary, N.C. 2751 1
Phone [phone] voice [phone]- fax [phone]
Legend 465 n _ -
\ Permanent Impact
a Temporary Impact a Z
=m
460 0 Z u a
- - - - - ---- -? 5od 4 Em romn=U[ ConNAtant5 2 t i
_ I1010wen?Road g?z'"-
RAct9h, W- 27614 Z 0
phone [phone] _ U
y aa"-,
? F- dim
- Q>O0
0 455 12' E-E U u
- _._ .
- - o Prop, Grade
- - - - -- - - - - , ' Inv. In _365.60 /° f RcArv _ _._,
450 @ °
Inv. _ 449.00'
-Inv. OOut
----
4 447,00'
Im ' act A
p = " ' 314 Water Sernce
445
2" Grier Punn?" - "
S lateral 2 SS Lateral
_ 3/4" Water Service z
-3.43 LF Temporary
Impact Temporary _
-Impact 16 L F Class "1 --/
Riprap ad _
440
3 ' 36-LF 24"-R6-p @
WIFESBothds
inv. In 449.00'
Inv. Out 447.00'
Install 16?x 6'x 24" Tits s-
U U
Cla1s "1" Riprap 435 73
" Velocity l)issipator ?
s
Unimportant'/ t?
IntermitttentChanne) Crossing - A U
Impacted Channel
0+00
Length : DRIVEWAY CROSS SECTION
Permanent (Including Riprap) : 52 L.F. LOT 4
Temporary: 0.00 L.F. PROFILE HORIZONTAL SCALE 1"=50'
- Area : PROFILE VERTICAL SCALE 1" =5'
p,Nelt+n9 Permanent : 157 S.F. 08/30/06
- `M?? Temporary: 0.00 S.F.
25' 0 50 100'
Impacted Wetland
-- - - - - - - - Permanent : 0.00 S.F. 0.00 Ac.
Temporary: 0.00 S.F. 0.00 Ac. " 0
SCALE: 1" = 50' z
Legend 445
3" SDR 21 ;CL 200 PVC Permanent Impact _
SS Force Main - „
? 'n r
V
- _ / Temporary Impact Z ? N
3inF Z W Z ?b$
Q
... 0
? 440 _ ..... Z W
g Sal a Enmronmental Consultants ? x
11010 Raven Ridge Road z o
Blass --I Mpmp 41b
Velocity Dissipator
Crossing - B
Unimportant ! Impacted Channel
Intermittent Channel 0+00
Length : DRIVEWAY CROSS SECTION
?I 1 Permanent (Including Riprap) : 58 L.F. LOT 5
Temporary : 0.00 L.F. PROFILE HORIZONTAL SCALE 1"=50'
' - Area : PROFILE VERTICAL SCALE 1" =5'
Permanent : 231 S.F.
- - Temporary: 0.00 S.F.
50' 25' 0 50' 100'
Impacted Wetland
Permanent : 0.00 S.F. 0.00 Ac.
Temporary: 0.00 S.F. 0.00 Ac.
SCALE: 1"= 50'

4-1
?I
08/30!06
z
0
12t00 I
? i
N
3
I ?
I - I
UI I
0
a'
rr 00
f ? ? N 1
3rnp?
,- oa-

Unimportant 1
Intermittent Channel
2"SDR 21
SS Force
Linear W
Impact C
/ 2" SDR 21 C 00 PVC
SS Force M In
6.16 LF T porary
Impact

Lo/
omw
?- 72 LF 6'x 6' Box Culvert
8" DIP Class 0 WI Headwalls Both Ends
Water Mai Inv. In 416.65'
C
i
5.21 LF mporary Inv. Out 416.40' ross
ng - C
Impact Install 56'x 21'x 24" Thk.
Class "1" Riprap Impacted Channel
Velocity Dissipator Length :
Permanent (Including Riprap) : 138 L.F.
Impo ant 1 Temporary: 20 L.F.
Peren ial Channel Area :
Permanent : 688 S.F.
Temporary: 101 S.F.
Impacted Wetland
Permanent : 0.00 S.F. 0.00 Ac.
Temporary: 0.00 S.F. 0.00 Ac.
435
lift
Is, zZ?=
60' R/W I Z w ou
430 ' 0 Z W Q
Sal d En?ronrrerrtal CansulWrits
w' 11010 Raven Ridge Road Z A'
Raleigh, NC 27614 F i R
E -E I Phone [phone] Q Z U 3
>
Proposed l , Z z 0'c
425 Conc. I I Grade v U
Headwall s
I I
420 I 72 L.F.
6' x 6' Sox Culvert
@ 0.35%
T.. 1'1..... A.- AM
i up "PI cap -t i I .YU
1 ---------
-----------
Inv. In
416.65'
415
i Inv. Out
416.40-
5 r
L.F. Class "1"i
Riprap Pad I I
410
405
0+00
ROADWAY CROSS SECTION
APPROX. STA. 27+00 ROAD "A"
PROFILE HORIZONTAL SCALE 1"=50'
PROFILE VERTICAL SCALE 1" =5'
50' 25' 0 50' 100'
I ?
SCALE: 1" = 50'
U
M U
E z

-
U 4-3
to O

4-3
? U
08/30/06
in
,nt
ial 4
Legend
Permanent Impact
El Temporary Impact
424
v
N
?t
NOTE: WETLANDS WERE DELINEATED BY
`- SOIL & ENVIRONMENTAL CONSULTANTS, PA
Cfl 11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
O
N
87 a SITE
o ?
Sip 1346
73
301
BYPASS
64
64 TOWN OF
PITTSBORO
VICINITY MAP NOT TO SCALE
BB
CC'
500 0 250 500 1,000
SCALE. 1"=600'
c - "I MEMAND SURVEY
••. 9 OF
N,91:•
WOMBLE EAST
SEAL
L - 3599 O HADLEY TOWNSHIP - CHATHAM COUNTY NORTH CAROLINA
> ???? •• ??.? ABSOLUTE LAND SURVEYING DATE.
?a•???P?,' AND MAPPING. P.C. AUGUST 29, 2006
964 EAST STREET, SUITE 210
S110PITTSBORO, N.C. 27312 ALSM JOB NUMBER:
[phone] FAX [phone] 040905 COVER
"THIS CERTIFIES THAT THIS COPY OF THIS PUT ACCURATELY DEPICTS n
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN Z
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED fn
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 N 7-
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL'
NAME: O
TITLE: \ C

DATE: AID: \

\ NOTE: WETLAND WERE DELINEATED BY
T[ 4N!) \ SOIL & ENVIRONMENTAL CONSULTANTS, PA
AREA A F3 \ 11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
sECr/ON A_,4 \
1L35 4 46"W 21 (7-L.)
S „AA„
TIE
TO PF 20,,,
WETLAND cNn
AREA A-A 1 J
122, 131 Sq. Ft. f 19--_ `
or 2.804 Ac. -+
18?
N J
17--
16\
? L1
C
.., L11
S?T346
BYPASS
64 ?
64
VICINITY MAP
SITE /1?
15
501
-4?
OFTOWN OF
PITTSBORO
NOT TO SCALE
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDI TED AS DRAWN FROM INS ML L FOUND AS
SHOWN AND THA THE RATIO OF PRECISION f IS
1:10,000+; WI MY ORIGINAL SIGNA t?AQN NyIIBER,
AND SEAL THI 9th DAY AUGUST ` ?eosee••? !
Q?FESS/pti9
4 SEAL l:
CHARLES ODELL EL tSOI? PL 99 ?Oi =
A'CC' ' •' ? S U cb
S p.
1/ I4,1 1 1 1 1 1 0 0"
I, Charles 0. t]loeon, Professional Land Surveyor No owtify
to one or more of the fallowing ae Indicated thus,
_(a) That the elwvey creates a subdivision of land within the am of a
county or municipality that has an ordlnano• that regulates parade of
lard.
-,(b) That the survey M looated In such a portion of a oounty or municipality
that N unregulated as to an atcbm am that regulates parade of land.
MCA one of the fallowing:
1- That the survey N of an exletln9 parosi or paosia of land
does not aeato a now otroot or hangs an •xWhg street.
2- at the survey N of an sxbtIng building or other structure, or
natural feature, such as a waterooorss:
3- That the survey Is a control eurveyc 1111111; l > l1l //
.(d) That the survey M of another aategorX sudh'1 as 9 ?f
sldetln9 parade, a ordered survit"ai
dMnlt9 of on. w O •v r 'u
(e) That the In avalowo to o, • Yr eydi~
In unable • a detsrminat 1a • h o "fesdfo?u
ability es provN aln ( ) show('?
$ { ter1?? a
C RL£S O. ELIASON d Py -35$3u
.r
t
`'???Y ?rp•,ra0•or?'y, a? ? A
fv f"-f? ? , ? ti
NOTES- '?'s/ttaalti1111
a) THE PROPERTY SHOWN HEREON IS SUBJECT TO
ALL EASEMENTS OF RECORD AFFECTING SAME.
b) NO TITLE SEARCH HATS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY.
THIS SURVEY DOES NOT CERTIFY LEGAL TITLE
TO THE REALTY AS ASSOCIATED OR TO THE
BOUNDARIES SHOWN.
c) THIS SURVEYOR DOES NOT CERTIFY TO THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND UTILITIES THAT MAY OR MAY NOT EXIST
WITHIN THE BOUNDARIES AS SHOWN HEREON.
d) COPYRIGHT AUGUST 29, 2006 BY ABSOLUTE LAND
SURVEYING AND MAPPING, P.C., SILER CITY
NORTH CAROLINA. COPIES OF THIS PLAT MAY ONLY
BE USED FOR PRESERVATION OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PARTIES AS /WMED
IN THE TITLE BLOCK ONLY. NO ALTERA77ONS OR
ADDITIONS MAY BE MADE.
a) UNLESS OTHERWISE SHOWN HEREON, ALL DISTANCES
ARE GROUND DISTANCES.
/) NO INTERNAL INVE5TwION HAS BEEN PERFORMED
ON THIS PARCEL.
g) REFERENCE
O1
02 T?.o
TIE TO IPF "DD" B
S32'59'02 "E
1668.11'
07 SYMBOL LEGEND
0 /PS IRON PIPE SET
0 /PF IRON PIPE FOUND
80 0 30 60 120 0 RRS RAIL ROAD SPIKE SET
0 RRF RAIL ROAD SPIKE FOUND
O ECM EXISTING CONCRETE MONUMENT
0 CMP COMPUTED POINT
SCALE: 1"-60' (TL) 77E LINE
,at,`tttt CAS
R ,
/'"9
?o S'S/0O`
so '
e. o
a =? SEAL
ter- L - 3599 /r
?•i? 3s
SUR
0I FS E ??,,•
?////I1131tS11)
WETLAND SURVEY
OF
WOMBLE EAST
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
PITTSBORO, N.C. 27312
[phone] FAX [phone]
\
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 1
SHEET 1 OF 2
V
15` to
J
?ry
14?
N N
J J
13?
ry? ?
a

a?
r r?
v
NOTE: WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
COURSES ALONG
WETLAND AREA A-A 1
LINE TABLE
LINE BEARING ISTANC
L l S 12'152 "W 24.68'
L2 S 17'51'48"W 56.90'
L3 S09' 13' 8 "W 50.50'
L4 S 10' 13'29 "E 48.01'
L5 S02' 16'1 6"W 50.70'
L6 S22'51 '03" 84.02'
L7 S21'19'37"E 61.43'
L8 S33153'08" 46.93'
L9 S06'4341 "E 44.32'
L I Q S40'21'44"E 44.87'
L11 S68'27'08 "W 77.21 '
L 12 S68'27'08 "W 27.48'
L 13 S65'4642 "W 48.42'
L 14 S33'4245 "W 42.01 '
L 15 N48'08'35 "W 44.91 '
L 16 S 14'5333 "W 96.58'
L17 N75' 19'59'W 70.53'
L18 N06'3242 "W 117.76'
L19 N18'51'12"E 41.21'
L20 N 11 ' 18'09"E 46.79
L21 N 13'58' 15 'W 51.92'
L22 N 12'40'24"E 51.74'
L23 N02'5442 'W 45.07'
L24 N04'38'03 "E 26.70'
L25 N30'3526 'W 74.59'
L26 N 19'1 6J6"E 45.56'
L27 N 1 1'2529'W 49.19'
-
L28 N24'02'40 'W 59.987
COURSES ALONG
TIE LINES
LINE TABLE
LINE BEARING DISTANCE
L700 S82'41 ' 10 "W 251.64'
NETLAND SURVEY
OF
WOMBLE EAST
i pry??wvn •v n ?v v? \ v/)m rN J )r) ;.op o
0. ELIASON Sf- " L-3 `, L. _
1
`Q'?N C*00000 AR04
14,
?.•?QOFESSJp?q 9
t? SEAL i
r L - 3599 a • -
?y2 O•'
.: .OZ*`
%
o?? 0. SUR`?•?C6 ., S 0.
"4111xixxxx%,
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL'
NAME:
TITLE:
DATE: AID:
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND THAT THE RATIO OF PRECISION AS CALCULATED IS
1:10,000+; TNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER,
AND SEAL S 29t1h DAY OF AUGUST 2006 ; ,`t111ll11
D l ?t?.QFESSJp?.•-9 ,
CHARLES ODELLEUASCIp L -13699 SEAL
•
r L - 3599 cr;
7' O •
°?9 »...•••' QO'
Charles 0. Elloom P?obwlonal Land Surveyor No. ji. osrtlfy
one or mm of the following ce Indicated thus, L / ,
-(a) That the survey creates a adxNslcn of land within the area of a
county or municipality that has an ordinance that regulates parcels of
land.
_(b) That the survey Is located In such a portion of a county or municipality
that N unregulated as to an ordinance that regulates parcels of land.
o My one of the following:
1- That wrwy M of an existing parcel or parcels of land
not oreab a new street or change an existing street.
2- at the survey in of an existkxq twlding or other structure, or
natural fsatun, such as o woterocurW
3- That the survey N a control surwyc
_(d) That tit su?vsY of anothor category wain w tit reoombYx?q?n of
dsflnkon?of? a court o?Mred survey: a othor exxospr t>1tNlir!//! r,,,
I
fie) That the to alien avalaDl to tit wrw M
h unable eke a deterry?atigl to the Rt ebMp!s ? ?'?^;
HADLEY TOWNSHIP - CHATHAM COUNTY ~ NORTH CAROL/NA
ABSOLUTE LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
PITTSBORO, N. C. 27312
[phone] FAX [phone]
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 1A
SHEET 2 OF 2
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
,
SHOWN AND THAT THE RATIO OF PRECISION AS TED IS
1:10,000+; WI MY ORIGINAL SIGNATUR?1 . i'JjL NUMBER,
AND SEAL THI29th DAY OF AUGUST 2 CARp4
SS/090-
-Al ?/ / _4QO N9l
CHARLES ODELL aASO4 ?- g5*99 x
•
V
`-?Ir
!!-I J46
SITE
f5
50f
TOWN OF
PITTSBORO
VICINITY MAP . NOT TO SCALE
AID:
BYPASS
NOTE. WETLAND WERE DELINEATED BY 64 -
SOIL & ENVIRONMENTAL CONSULTANTS, PA /
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614 64
[phone]
X43
v
I, Charles M Elioeon, Prof«Mand Land Surveyor No. L - owft
to one or more of the following as Indicated thus,
-(a) That the survey creates a subdlvWm of land within the area of a
county or munloipolRy that has an ordinance that regulates parcels of
land.
.(b) That the survey N located In such a portion of a county or municipality
that Is unregulated as to an ordinance that regulates parcels of land.
Any - one of )he fdlowkvq
1- T III` tins survey Is of an exletknq parcel or paroele of land
d does not Note a new street or change an existing street.
2- That the survey Is of an exletlrng building or other structure. or
natural }esture? such an a wotsraouree¢
3- That the sturry N a oontnl survey.
-(d) That the survey h another category, such an the noanblnation of
adsting parcels, gAcurt arched survey; or other exception to the
definition of w t t l l t t r
fie) That the h awlabis to tin. r1 Zu tlC ItN/ yor
1, unable to . a determ anon o tin • feselon?
,brit • . t I`i,
y /%/ irr2f ? ..••FESS/p??•.y9'
CHARLES O. ELIASON ; -PCSL' L-3SV9't
3 - SEAL -
r L • 3599 it _
?.
- y9S U A ?.0 P5
0llni?``?

0" L35
28 <?R
?e\GP 2
Q 0
(40
WETLAND
AREA A-B 2
93,255 Sq. Ft. -+
or 2.141 Ac. -+
2

SECTION A_B
2

'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL'
NAME:
TITLE:
DATE:
AA
85 'k6 A
561 PF \
TiE -T0 1
1
SYMBOL LEGEND
O IPS IRON PIPE SET \
0 IPF IRON PIPE FOUND
O RRS RAIL ROAD SPIKE SET \
0 RRF RAIL ROAD SPIKE FOUND
O ECM EXISTING CONCRETE MONUMENT
O CUP COMPUTED POINT
(n) TIE LINE
NOTES-
THE PROPERTY SHOWN HEREON IS SUBJECT TO
ALL EASEMENTS OF RECORD AFFEC77NO SAME.
b) NO T17LE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY.
THIS SURVEY DOES NOT CERTIFY LEGAL THE
TO THE REALTY AS ASSOCIATED OR TO THE
BOUNDARIES SHOWN.
e) THIS SURVEYOR DOES NOT CERTIFY TO THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND UTILITIES THAT AAY OR AAY NOT EXIST
WITHIN THE BOUNDARIES AS SHOWN HEREON.
d) COPYRIGHT AUGUST 29. 2000 BY ABSOLUTE LAND
SURVEYING AND MAPPING, P.C., SILER CITY
NORTH CAROLINA. COPIES OF THIS PLAT MAY ONLY
BE USED FOR PRESERVATION OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PARTIES AS NAMED
IN THE TITLE BLOCK ONLY. NO ALTERATIONS OR
ADDITIONS MAY BE MADE.
e) UNLESS OTHERWISE SHOWN HEREON, ALL DISTANCES
ARE GROUND DISTANCES
f) NO INTERNAL INVESTIGATION HAS BEEN PERFORMED
ON THIS PARCEL.
g) REFERENCE
ttttttIts
CARp?
•.eeeeeee.e
'?• •FSSS/p•.9
SEAL i -
;r L•3599 a=;
??''•?° SURy.0`•' C6;'
s, \
, 4-3
METLAND SURVEY
OF
WOMBLE EAST
26 25
r -
Q1
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE _LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
PITTSBORO, N.C. 27312
[phone] FAX [phone]
(TO
H
L11-4
O,Y/
61
0
" 15?
I
60 0 30 80 120
SCALE: 1"=60'
DATE.•
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 2
SHEET 1 OF 2
NOTE: WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
COURSES ALONG
WETLAND AREA A-B 2
LINE TABLE
LINE BEARING DISTANCE
L29 N39'20'05 'W 99.83'
L30 N04'56'04 'W 14.04
L31 N41 ' 17'04 "W 68.37
L32 S86'28'13"W 25.47'
L33 S55'00'42 "W 40.72'
L34 N51 *34'1 J"W 58.15'
L35 N51'34'13"W 3.61'
L36 N47'36'42 "E 74.77'
L37 N40'35'40" 83.50'
L38 N32'4429 "E 38.75'
L39 N20'03'39 "W 54.24'
L40 N 13'4659 "E 19.85
L41 N70"37' 12 "E 25.23
L42 N60'4555"E 23.93'
L43 S81'48'06" 33.86'
L44 S63' 17'13 "E 70.17'
L45 S28' 10' 17"E 25.49'
L46 S49'51 '33"E 31.72'
L47 S22'53' 19 "E 65.27'
L48 S32'5527"E 37.55'
L49 S32-59'51 "E 119,7J*
L50 S50' 15'48 "E 41.76'
L51 SO 1'59'32"W 32.27'
L52 S31 " 10'30 "E 42.62'
COURSES ALONG
TIE LINES
LINE TABLE
LINE BEARING ID/STANCE
L700 S82'41 ' 10 'W 251.64'
NEM"D SURVEY
OF
WOMBLE EAST
o ? w7 ewveriV9e
0. EUASON PL r_ LL WIQ ctj
4: Z
69 SUIR ?. O .
J•
1,11111111111000
CARDS
''? fe•?FESS/pN .9
Q r
SEAL
r L - 3599 i "
SUB -C6
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT M EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL"
NAME:
TITLE:
DATE:
AID:
I, CHARLES 0. ELJASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INF FOUNIS AS
SHOWN AND THAT THE RATIO OF PRECISI N
1:10,000+; M?NESS MY ORIGINAL SIGN (? 1I;ISIMBER,
AND SEAL ThOS 29th DAY, OF AUGUST fseeee._ /A, ,I
ai SEAL
t
CHARLES ODELL EG tY 3599
?'?°,'syq••? sURJ••0
ms's •«...••?? `
FS
O
deflnitlm
-(e) Thot the
I. Charles 0. Olaecrn, Professional Land Surveyor No. certify
to one or more of the following as indicated Vwm
-(a) That the survey creates a subdivision of land within the am of a
county or munlotpdlty that has an ordlnaoe that regulates parade of
land.
...(b) That the survey M located In such a portion of a county or municipality
that N unregulated as to an ordinance that r"Wates parade of fond
o) A one of the following:
r)at the survey to of an existing parcel or parosie of land
t-
phd does not create a new street or change an existing street.
2- the nwvey In of an existing building or other structum or
nch" feature, such es a watercourse;
3- That the survey N a control survey.
-(d) That the survey Ig/M mother oatpor% such m 4k of
existing parode.A court aide wrve% or otkF? LIy,Th1?? .
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING. PC,
964 EAST STREET, SUITE 210,
P/TTSBORO, N.C. 27312
[phone] FAX [phone]
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 2A
SHEET 2 OF 2
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND THAT THE RATIO OF PRECISION AS CALCULATED IS
1:10,000+; ESS MY NAL SIGNATUR , REGISTR jW* NVMER,
AND SE S 29th DAY GUST 2 AD.,% CAROI/'p
••'?ssi'''•m
CHARLES ODELL ELIASON L=r 3 L-3599
i_z
?''1•R?ES 0 •
?F11rlrl111;%J0
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED B7
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM \
THIS DATE. THIS DETERMINATION WAS MADE UTIU23NG THE 1987 1
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL'
NAME:
TITLE:
DATE:
AID:
!t-T346
BYPASS
NOTE.• WETLAND WERE DELINEATED BY 64 ??
SOIL & ENVIRONMENTAL CONSULTANTS, PA /
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614 64
[phone]
SITE
100, f5
SOf
TOWN OF
PITTSBORO
VICINITY MAP ' ' NOT TO SCALE
I, Charles a Dloeon, Prefeeelond Land Surveyor No4;R", certify
to one or more of the following as Indicated thus.
-(a) That the survey creates a subdMelon of land within the area of a
county or munb1pdlty that has an ordinance that regulates parcels of
land.
-(b) that the survey is located In such a portion of a county or munl*dlty
V that N unnqulated as to an ordinance that regulates paros of land.
Any one of following:
1- a survey b of an existing parcel or parcels of land
does not aeab a new street or change an existing street.
2- That the survey to of an adetNng building or other structure, or
natural feature, such as a wat•rosuree;
3- That the survey Is a control •h+v IIIIr11111 ,
-(d) That the survey N i another category, w r?b oElbrypr
ordered survey, /?
exhitkng poroele, rt
deflnttlon of sub Ion. jeee••.
?•) That the In avalab to the •Mr? fees
Is unable to s a dot Inat to , t :ofeesreal
ability as • (d) above
SEA -
C ARLES O. ELIASON PL L i 9 J; } b
6. U co "i
'•;R?ES 0

WETLAND
AREA A-C 4
3,345 Sq. Ft.-*
or 0.077 Ac. f
13
0
L&L3 L 100
L101
_ a
L99 1
L92 1 5 4 3? L 0 03
16 L90 L
L91 18 L89 20Lg6 l.g
19 21 22
51
T/E TO /pF •BB
S7g •43 2O ?E ..
756, 86'
52 53
1 I--? LB--? 55
?? TIE TO IPF
'? S86.378 E
3 606.49'
L60
WETLAND
AREA A-C 3
19,486 Sq. Ft. t 48
or 0.447 Ac..t \
NOTES-
THE PROPERTY SHOWN HEREON IS SUBJECT TO
ALL EASEMENTS OF RECORD AFFECTING SAME.
o) NO TITLE SEARCH HAS BEEN Prmro ew LT;' THIS
FIRM DURING THE COURSE OF THIS SURVEY.
THIS SURVEY DOES NOT CERTIFY LEGAL THE
TO THE REALTY AS ASSOCIATED OR TO THE
BOUNDARIES SHOWN.
c) THIS SURVEYOR DOES NOT CERTIFY TO THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND U77LMES THAT MAY OR MAY NOT EXIST
WITHIN THE BOUNDARIES AS SHOWN HEREON.
d) COPYRIGHT AUGUST 29, 200E BY ABSOLUTE LAND
SURVEYING AND MAPPING, P.C., SILER CITY
NORTH CAROLINA. COPIES OF THIS PLAT MAY ONLY
BE USED FOR PRESERVATION OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PARTIES AS NAMED
IN THE TITLE BLOCK ONLY. NO ALTERATIONS OR
ADDITIONS MAY BE MADE.
w) UNLESS OTHERWISE SHOWN HEREON, ALL DISTANCES
ARE GROUND DISTANCES.
F) NO INTERNAL INVESTIG477ON HAS BEEN PERFORMED
ON THIS PARCEL
g) REFERENCE
12
SYMBOL LEGEND
O IPS IRON PIPE SET
0 IPF IRON PIPE FOUND
0 MRS RAIL ROAD SPIKE SET t10 0 30 so 120
0 RRF RAIL RDAD SPIKE FOUND
O ECM ExmmNG CONCRETE MONUMENT
0 CMP COMPUTED POINT ?%?
(TL) TIE LINE SCALE: 1"=60'
a••.OFESS/°ti.•q
Q' /
SEAL l
i r- L - 3599
n "ZT'/jiO ?GT_
SUR C6 Z-
Iw?,',?C1 0.
/rrrrlrnnnn
L61

L62
-27
46--
?a
3 L63
L76 ?
3.3 -29
L64
45-- '
32 L66
L65
L75
44 L68
L74? 4
38
43 L71
37---
L 70
35 L69 36
WETLAND SURVEY
OF
WOMBLE EAST
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING. P, C.
964 EAST STREET, SUITE 210,
PITTSBORO, N.C. 27312
[phone] FAX [phone]
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 3
SHEET 1 OF 2
NOTE.• WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
COURSES ALONG
WETLAND AREA A-C 3
LINE TABLE
LINE BEARING /STANCE
L60 S41 ' 14'04 "W 43.15'
L61 S12'15'32"W 22.09'
L62 S 14'05'44 "W 11.98'
L63 S42'51'11 "W 22.29'
L64 N67' 17'0 'W 20.
L65 N74'48'02"W 8.60'
L66 S 14'25 8' 14.24'
L67 N52'24'3I "W 24.56'
L68 S40'26' 111.87'
L69 N59'0' 8' 2.94'
L70 N29'00' 11.61'
L71 N09'25' "W 19.82'
L72 N65'234 "W 40.98'
L 73 S54'59 9 "W 18.78'
L74 N 19'02' 9 "W 5.10'
L75 N09'59 I'W 13.64'
L76 N04'3 2J.05'
L77 N57'3 ' " 79.06'
L78 N70'3 ' 4" 33.96'
L79 N46'1 '19" 39.92'
L80 N51 *54'07T 31.66'
L81 N79'41 '33 "E 26.49'
L82 S83'31 '34 "E 27.38'
L83 S66'4 '41 " 22.17'
L84 S40*27'31 "E 22.16'
COURSES ALONG
WETLAND AREA A-C 4
LINE TABLE
LINE BEARING DISTANCE
L85 S69'5 ' 6 "w 14.55'
L86 S70'53'36 "W 16.26'
L87 N49'39'46' 20.00'
L88 S64'37'33W 24.69'
L89 N69'2244'W 14.37'
L90 N40' 1 ' 4 "W 21.70'
L91 S8 '45' 6"W 18.19'
L92 N77'4747' 17. 8'
L93 N26'41'00'W 19.11'
L94 N1 1'5756T 6" 29.15'
L95 S64'21 '00" 13.78'
L96 S54'08'09 "E 27.21'
L97 S76'48'35"E 29.J5'
L98 S3752'10"E 11 4'
L99 S 14'2331 'W 18.68
L100 N87'01'39"E 18 0'
L101 N87'5 150 "E 34.56'
L 102 S46'2 44 "E 9.34'
L103 S69'49'08"E 7.89'
FETLAND SURVEY
OF
WOMBLE EAST
i O 9f of
0. EL/ASON PLS_ L-35ML
r' L - 3599 z:
n •1yo ??O 0k `w
So SUR
/41 FS 0.
'''1rtiilllttlll\.
\ttttttrrrr?,,,,/'
CARO 'o
??.OFESS/ON9 9
Q l'
SEAL •
_ L . 3599 ??? _
S U Fiq? e 0` -
`THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.'
NAME:
TITLE:
DATE: AID:
i. CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND THAT THE RATIO OF PRECISION AS CALCULATED IS
1:10,000+; WI ESS MY ORIGINAL SIGNATURE, ??TATION NUMBER,
AND SEAL 29th DAY AUGUST 20q?t1?
` AROI?
CHARLES ODELL A , L - 036989 O
a L 3? 9 o_S
- BJ?• mo
SU -0 It. C w,
,. ` S 0 . \
osrtHy
1. Charles 0. Elason, Professional Land Surveyor No. -
to one or more of the following as Indicated thus.
_(a) That the survey aides a subdivision of land within the area of a
ocunty or mwWpoMy that has an ardlnanoe that regulates parole of
land.
_(b) That the survey Is located In ouch a portlon of a county or muniolpolty
Is urwoVAoted as to an ordinanos that regulates parools of land
Any at one the following:
1- at tM ==e of an existing paroel or parole of land
and does a new duet or ahangs an *W*Wg street
2 That the wxvsy h of an extiting butding or other sbucturs, or
natural feature, such as a watvooureet
3- That the M a control survey.
_(d) That the of another ootpory esah es the bhatbn of
W0 g a N n ardwed esMy Or other ,,?I?ttdttlf/rJJJ///' MIt
fie) That
M un t makes _ .Z'-' to`l_. I?bwpry ?'??i
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING, P. C.
964 EAST STREET, SUITE 210,
PITTSBORO, N. C. 27312
[phone] FAX [phone]
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 3A
SHEET 2 OF 2
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMA71&Fpj1NO AS
AS ? 1,
SHOWN AND T}?AT THE RATIO OF PRECISION 19
1:10,000+; WITNESS MY ORIGINAL SIGNATURE,,IO?Tt ,Bpt,
AND SEAL LF115 29th DAY OF AUGUST 2008:1. _.••..: / V_. ?'
D?
CHARLES ODELL
%
•Q
CL SEAL
L -9 - ?T
C.) z
81
SITE
100,
15
501
[phone] TTOWN OF
I PITTSBORO
WETLAND
AREA A---C 3

/
WETLAND
AREA A-0 :-'5,
v 6
r-6s 4
\' ? 83
?h 67
Aj
+\
76? 75
L 37 \
70 4
1
INSERT
1" 30
83? L1
82- J
WETLAND
AREA A-D 5
12,489 Sq. Ft. -+
or 0.287 Ac. -+
3 \\
127 \ \
11
11
1\
V ?
COURSES ALONG
VIETLAND AREA A-D 5
LINE TABLE
LINE BEARING DISTANCE
L 120 S54'05'39 "W 1 1.72'
L 121 S27' 15'45 "E 15.32'
L 122 S30'02' 18 "E 13.54'
L 123 S08'09'45 "E 22.82'
L 124 S61 *40'22"E 19.74'
L 125 S20'1 454 "E 13.51'
L 126 S 18'58' 14 "W 106.99'
L 127 N81.13'06 'W 12.68'
L 128 N6 '5924 "W 19.46'
L 129 N72'35'36 "W 4.83
L 130 N25'32'51 "E 56.83'
L131 N60'58'43 'W 16.91 '
L132 N14'1 1'59"W 13.15'
L 133 S 3' 18'50 "W 21.61 '
L 134 S21-15'33 "E 11.01'
L 135 S30' 12'57W 35.53'
L 136 S47' 14'59 "E 7.46'
L 137 S89'34' 14 "W 7.17
L138 N40'58'40 "W 9.22'
L 139 N52' 15'42"W 10.92'
L 140 N24'29'09 "E 21.89'
L 141 N22.1 1'26-W 25.16'
L 142 N05' 19'06"W 32.39'
L 143 N02'03'57"E 19.18'
L 144 N09'55' 1 1"E 39.07'
L 145 N79'5551 "E 73.27'
L 146 S 13'22' 1 "W 54.94
L 147 S71'5657W 35.07

"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED ?87
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.'
NAME: S? IJAS
TITLE:
DATE: AID:
BYPASS
NOTE: WETLAND WERE DELINEATED BY 64 -
SOIL & ENVIRONMENTAL CONSULTANTS, PA /
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614 64
VICINITY MAP NOT TO SCALE
I, Charles 0. Blaeon, Professional Land Surveyor Na - PO, certify
to one or more of the fcllowkp as Indicated thus
?Of?E-Rn, .-(a) That the survey oreatss a w,bdlN.ion of land within the area of a
county or munloipdlty that has an aMhonos that regulates panels of
land.
-(b) That the wr y h located In such a portlon of a county or munlolpallty
that a unregulated as to an ordina ce that regulates panels of land.
?(?f My Xdt.w e furve i?
v 1- he wxvey h or m iting penal err paoel• or Iand
not create a new street or change an existing street
2- That the survey N of an exlsttng bu"Mg or other structure, or
noturd featum such as a wate?norx ,
of
-(d) That thesurvey M another categor
3- That the survey is a control sj(K(d)
existing parcels, court odersurvdefInItlon of Milan. -(e) That tM In to the M unable e a det tofelit nowlty e
%
CHARLES O. ELIASON $- L - ? 59#-
9y
•••?• S U R??•?PCb
If. 1 F$ 0 ? ?
F r+
. i
10 03rE ,
i
?6 8
91 LINEAR WETLAND
\ AREA B-8 2.
120 / // - -
55 L 121
L122
-57
8 ,/
L 124 59
L 125
60
i? ,
79
L139-
L138
L1

47'
?9 J
? ??8
NO7ES-
o) THE PROPERTY SHOWN HEREON IS SUBUECT TO
ALL EASEMENTS OF RECORD AFFW77NG SAME.
b) NO TITLE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY:
THIS SURVEY DOES NOT CERTIFY LEGAL TITLE
70 THE REALTY AS ASSOCA47ED OR TO THE
BOUNDARIES SHOWN.
C) 7HIS SURVEYOR DOES NOT CERTIFY TO THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND UTILITIES 774AT MAY OR AMY NOT EXIST
WITHIN THE BOUNDARIES AS SHOWN HEREON.
d) COPYRIGHT AUGUST 29, 2000 BY ABSOLUTE LAND
SURVEYING AND AMPPING, P.C., SILER CITY
NOR7H CAROLINA. COPIES OF THIS PLAT AMY ONLY
BE USED FOR PRESERVA17ON OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PARTIES AS NAMED
IN THE TITLE BLOCK ONLY. NO ALTERATIONS OR
AODTITONS MAY BE AMDE.
0) UNLESS OTHERWISE SHOWN HEREON, ALL DISTANCES
ARE GROUND DISTANCES.
0 NO INTERNAL INVESTIGATION HAS BEEN PERFORMED
ON THIS PARCEL.
9) REFERENCE
%
.•' ?SSIp'•.L9
Z?QpF tiy`
a SEAL
r L - 3599
SURC6
41,I1 S 10?10"%?
I
LINEAR WETLAND?
AREA E3-A 1
SYMBOL LEGEND
A B--_-__--
O IPS IRON PIPE SET
0 /PF IRON PIPE FOUND
C RRS RAIL ROAD SPIKE SET 60 0 30 t10 120
• RRF RAIL ROAD SPIKE FOUND
O ECM EXISTING CONCRETE MONUMENT
O CMP COMPUTED POINT
(7L) 77E LINE SCALE: 1"=60'
WETLAND SURVEY
OF
WOMBLE EAST
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING, P. C.
964 EAST STREET, SUITE 210,
PITTSBORO, N.C. 27312
[phone] FAX [phone]
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 4
SHEET 1 OF 1
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND AT THE RATIO OF PRECISION AS CALCULATED IS
1:10,000+; ESS MY ORIGINAL SIGNATURE, REGISTRAW11111NUMB%
AND SEAL S 29th DA OF AUGUST 2 &D . CARO ?
?? QoF Ny! Y
s 4 ? '
CHARLES ODELL EUASON L 35 r _3599
0 ?.
to one or mores following alas Indicated thus. Ill so ' /rlfitr
_(a) That the survey creates a subdlvlion of land within the area of a
county or municipality that has an ordinance that regulates parcels of
land.
-(b) That the survey Is located In such a portion of a county or municipality
that Is unregulated as to an ordinance that regulates parcel of land.
16 My one of the follawing:
1- the survey b of an existing parcel or parcels of land
Xa,4 does not area!: a new street w change an existing street.
2- the survey Is of an existing building or othfrttwun, or
3- Thor hI featu surwrey Is a oacerrtraol uirveey ?%ttt , It,
~l,. urse; -(d) That the su Is of another oat•garK such 11 exiting a court ordered survey, or
other` e . e '?
deflnIt - of bdMNan. C' OJ n
-(e) That the ation a • t the the suT48gr '.
d
N until make d to • or of her pro
ob ty the • tamed th d) dove L
r' L • 3599
C ARLES O. ELIASON PL y 3599 ? jj
a, C,
fee Rv"'*P*
00 NOTE.' WETLAND WERE DEL/NN'4 90 i iBW
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
WE: TI AND
1 AREA A -- D 5
TIE TO IPF "BB"
N47'08'34 "E
s CT 342.99'
FC7??
l L1
/ 6,
IL 18
/ 6
I
l L185 L
/ 6'
L1
4
L182
6' L
63
L180
L179
178
-177

181
6'
L187 L 176
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL'
NAME:
TITLE:
DATE: AID:
NOTES-
THE PROPERTY SHOWN HEREON IS SUBJECT TO
ALL EASEMENTS OF RECORD AFFEC77NO SAME.
b) NO TITLE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY:
THIS SURVEY DOES NOT CERT.FY LEGAL T7L..'S
TO THE REALTY AS ASSOCNTED OR TO THE
BOUNDARIES SHOWN.
c) THIS SURVEYOR DOES NOT CERrFY TO THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND UrLMES THAT MAY OR ANY NOT EXIST
WITHIN THE BOUNDARIES AS SHOWN HEREON.
d) COPYRIGHT AUGUST 29, 2006 BY ABSOLUTE LAND
SURVEYING AND ANPP/NG, P.C., SILER CITY
NORTH GAROUNA. COPIES OF THIS PLAT ANY ONLY
BE USED FOR PRESERVATION OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PARrES AS NAMED
IN THE TITLE BLOCK ONLY. NO ALTERA77ONS OR
ADDIrONS MAY BE MADE.
a) UNLESS OTHEMWSTAN OWN HEREON, ALL DISTANCES
ARE GROUND f) NO INTERNAL INVEST1GA770N HAS BEEN PERFORMED
ON THIS PARCEL.
g) REFERENCE
SYMB
O /PS OL LEGEND
IRON PIPE SET
® IPF IRON PIPE FOUND
O RRS RAIL READ SPIKE SET
0 RRF RAIL ROAD SPIKE FOUND
O ECM COS77NG CONCRETE MONUMENT
0 CMP COMPUTED POINT
(TL) rE LINE
L188 L175
10'
L174
L189
0'
;90
L173
L
8''
L191 "L 172
8'
INDICATES TOTAL L19
2
CHANNEL WIDTH L171
(TYPICAL) %,
L193
L170
5'
L194
L169
5'
L195
L168
L196
L167
5'
L19
L 166
5'
L198
5'_ L165
L199
L164
5'
)0 L 163
5'
L201
5? 162
//L 161
'SR 13ss
BYPASS
64 ?-
i
64 -
VICINITY MAP
SITE
15
501
OF
NOT TO SCALE

PERENNIAL CHANNEL
AREA B-A 1
4,593 Sq. Ft.--&
0. 105 Ac. f
366.86 LINEAR FT -L-
so o so eo 5 120 -L 701
(TL) TIE TO IPF CC
SS 7'05'44 "E IPF "CC"
402.33'
SCALE: 1"=60'
??•``??, GAROZ/ WETLAND SURVEY
r ee•eeeeee•e
d. • •, OF
O??SSl04y
• Q WOMBLE EAST SECTION B
' a SEAL n
L .3599 C). = HADLEY TOWNSHIP - CHATHAM COUNTY NORTH CAROLINA SUB-SECTION A
13
C•ry9?.0 -AABSOLUTE LAND SURVEYING DATE.
"t, y .eejSUN..••?P,: AND MAPPING, P. C, AUGUST 29, 2006
?,°jN,ES 0. 964 EAST STREET, SUITE 210,
'?//+Ttttitl'`PITTSBORO, N.C. 27312 ALSM ?OB NUMBER: SHEET 1 OF 2
[phone] FAX [phone] 040905-SHEET 5
COUSES ALONG LINEAR
WETLAND AREA B-A 1
LINE TABLE
LINE BEARING /STANCE
L 160 N24'06' 10 "E 7 7'
L 161 N55'00'04 "E 55.62'
L 162 N5.3'15'41 "E 19.01 '
L 163 N22'09'46 "E 36. 13'
L 164 N35' 1 '57"E 19.69'
L 165 N35'01'29 "E 28.21 '
L 166 N34'3 ' 14 "E 49.42'
L167 N33' 18'39 "E 44.03'
L 168 N27" 16'05 "E 46.32'
L 169 N 10'07'43 "E 37-25!
L170 N22'47'35 "E 37. 16'
L 171 N21'46'08"E 44.54'
L 172 N04'34' 0 "E 23.31 '
L 173 N05'3859 "E 26.30'
L 174 N21 *30'1 4"W 40.70'
L175 N20' 14'23"W 25.49'
L 176 N 12'43'43 'W 36.24'
L177 N 17'35'02 'W 5739'
L 178 N 13'32'22 "E 27. 7'
L 179 N 1X1 0'58 "E 24.48'
L180 N36'43'05 "E 37.67'
L 181 N31 '07'22 "E 32.38'
L 182 S34'40'25 "W 32.18'
L 183 S36'43'05 "W 38.72'
L 184 S 13' 10'58'W 25,72'
L 185 S 13'3222 "W 29.22'
L 186 S 17'35'02 "E 58.81 '
L 187 S 12'4343" 35,99'
L 188 S 11 '21 '37"E 26.30'
L 189 S21 *30'14 "E 41.20'
L 190 SOX 17'34 'W 21,83'
L 191 S04'34'50 'W 22.17'
L 192 S21'46'08"W 43.96'
L 193 S 18'03'09 "W 37.62'
L 194 S 10'07'43 "W 36.49'
L 195 S27' 16'05 "W 45.31 '
L 196 S33' 18'39'W 43.71'
L197 S34'32' 14 'W 49.34'
L 198 S35'0 1'29W 28.18'
L 199 S35' 12'57"W 20.26'
L200 S22.09'46 "W 35.31 '
L201 S53' 1541 'W 17.54'
L202 S55'00'04 'W 56.93'
L203 S24-06'10'W 10.99'
COUSES ALONG
TIE LINES
LINE TABLE
LINE BEARING DISTANCE
L701 N 7'05'44"W 5.36'
L702 S57'06'27"E 4.00'
,,`ttttlillrif////'
•.OFESS/0 O Y
aQ A
s SEAL -
! r L • 3599
C) SAO
• • SUB .• 5
0.
i
NOTE.- WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL"
NAME:
TITLE:
DATE: AID:
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORM 11Qhrf NO AS
SFICWN AND TH T THE RATIO OF PRECISION' it 98
1:10,000+; WI ESS MY ORIGINAL SIGNATU ?y?I?ER,
AND SEAL 29th DAY AUGUST 2 ?? otsS/d.• '9
SEAL
CHARLES ODELL ELIA9bNC4, 99 J??":O=
•
'0 ?•••....... .o ``.
FS 0
111141111111,1110"
`
1. Charles 0. Dlason, Profeselm al Land Surveyor No. L - ow"
to one or more of the fallowing as Indicated thus. '
-(a) That the eurvmy oreata a eubdMdan of land within the am of a
county err munloipdity that hoe an ardhana that regulates paroeh of
land.
_(b) That the carveN located In much a portlon of a county or munl*ollty
that Is unregulated as to an ordinance that regulatem parcels of land.
An one of the folowln?
t- Th the coney k of an exWJng parod or parade of land
does not onote a new oboe or change an exleting steel
2- at the eurwy Is of an wAdIng bulddng or other structure, or
natural feature, euoh a a 1=y"
11 l t r 1 ! / / /
3- That the survey M o control sane tt
_(d) That the urvey Is of another atog ry bYidipn of
abtlnQ parcels, oourt ordered ,?q 9f!
deflnltlan of on. ? ••• •.••
fie) That the In aval a to tHZ I yrf ?s?sy?r
1. unable to 0 of his fiwlonal
ability as e telh gin (d?•
SEAL
i-r
CHARLES O. ELIASOIM, Jy6 L- 3
sg?p
1
46S 0
'''??Itldllll?1t1
FETLAND SURVEY
OF
WOMBLE EAST
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
PITTSBORO, N. C. 27312
[phone] FAX [phone]
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER.-
040905-SHEET 5A
SHEET 2 OF 2
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFOR IOIIfFOY?AS
PT Ilss?i
SHOWN AND THAT THE RATIO OF PRECISION It
1:10,000+; WI ESS MY ORIGINAL SIGNATU 61,
AND SEAL 29th DAY AUGUST 20f /. • " '••••
D 4 SEAL
599 Lt=
CHARLES ODELL ELIAS $
wee R'•M S U
•.......
S p. `
1flllllttt`````
SR fJ46
BYPASS
64 ?
64
4C/NIT' MAP
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL"
NAME:
TITLE:
DATE:
AID:
NOTE: WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
/S 71-1
1, Charles 0. Oloeon, Pro f••" al Land Surveyor No..L _699, certify
to one or more of the following ce indicated thus. 4,e
-(a) cThat ouunty or survey that hoe an ordinance that rthe egulate@ parcels of
land.
-(b) That the survey to located in such a portion of a county or munioipailty
that Is unregulated as to an ordinance that regulates parcels of land.
jkfAnyono of the fallowing:
I- ittat the survey h of an •xistln I parcel or parcels of land
street
d does not create a new etr•ef or st"
2- t t the survey Is of an •xietln yl?hb or Ioture. or
natural feature, such as a p (? M p .,o'
3- That the survey N a ocntrol \i- I
-(d) That the survey M of another aateq?y?,? ' •••• ? ' of
adeting parcels, a court ordered surry" • 4 V.
definition of ce i i
• That the M avnAaobbj?• todhe ch that.tQ'+urve
-(e) M unable. • o d•teriOHnaGBr to lt?b?d?1! for of h«SP?ote?iN
0.
WE I1_AND
AREA A-D 5
I
?I
1 A
i
NOTES-
a) THE PROPERTY SHOWN HEREON IS SUBJECT TO
ALL EASEMENTS OF RECORD AFFECTING SAME
b) NO T17LE SEARCH hKS BEEN PERFORMED BY THIS
FIRM DURING tHE' COURSE Or 4HIS SURV£K
7H/S SURVEY DOES NOT CERTIFY LEGAL TITLE
TO THE REALTY AS ASSOCIATED OR TO THE
BOUNDARIES SHOWN.
C) THIS SURVEYOR DOES NOT CERTIFY TO THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND U7)UT1ES THAT MAY OR ANY NOT EXIST
WRNIN 7HE BOUNDARIES AS SHOWN HEREON.
d) COPYRIGHT AUGUST 29, 2000 BY ABSOLUTE LAND
SURVEYING AND MAPPING, P.C., SILER CITY
NORTH CAROUNA. COPIES OF THIS PLAT MAY ONLY
BE USED FOR PRESERVA77ON OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PARTIES AS NAMED
IN THE TITLE BLOCK ONLY. NO AL7ERAT10NS OR
ADDITIONS MAY BE MADE.
•) UNLESS OTHERWISE SHOWN HEREON, ALL DISTANCES
ARE GROUND DISTANCES
f) NO INTERNAL INKWIG47YON HAS BEEN PERFORMED
ON THIS PARCEL.
9) REFERENCE
° CARD ,::?
?° ??•.? FES SI pN•.
SEAL '
r L - 3599
C) Vol
sufkJ?•'
% ,,9q ........ FS 0
t'1,/f/1111111\\t\
TIE TO /PF "BB"
N47'40'31 "E
85.76'
i
1,405 Sq. Ft. f
0.032 Ac. -+
174.29 Linear Ft.
• '• SF
c
Nil -D
L702
/ I!
l ll
1 \' B?
?
\ (TL) /
INDICATES TOTAL
CHANNEL WIDTH
(TYPICAL) ?/
/ 6'

11
11
1 ?.

} ?l
I
SYMBO
O /PS L LEGEND
IRON PIPE SET
• lPF IRON PIPE FWND
O RRS ML ROAD SPIKE SET
0 RRF RAIL ROAD SPIKE FOUND
EI ECM EXIS71NO CONCRETE MONUMENT
O CMP COMPUTED POINT
(TL) TIE LINE
WETLAND SURVEY
OF
WOMBLE EAST
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
P/TTSBORO, N.C. 27312
[phone] FAX [phone]
L21
???tLl
(0)
13
TIE TO /PF "BB
N46'29'36 "E
342.03'
SITE
f5
a01
4?
OF
NOT TO SCALE
/PF ..BB ,p
COURSES ALONG LINEAR
WETLAND AREA B-B 2
LINE TABLE
LINE BEARING DISTANCE
L210 N42' 1 0'50"E 128.58'
L211 N T3 ' "E 42.55'
L212 N56' 7' "E 41.43'
L213 N44'43'1 9 "E 45.71'
L214 S44143' 19 'W 45.09'
L215 S562729 'W 40.76'
L216 S57'31 ' 7"W 42.50'
1217 S41 '2 '31 'W 130.83'
COURSES ALONG
TIE LINES
LINE TABLE
LINE BEARING /STANCE
L702 S57'06'27"E 4.00'
L703 S45' 16'41 "E 6.00'
60 0 30 60 120
SCALE: 1"=80'
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 6
SHEET 1 OF 1
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND THAT THE RATIO OF PRECISION AS CALCULATED IS
1:10,000+; WI ESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER,
AND SEAL 29th DAY AUGUST 2008 . 11111111VIIII,ll
CA oz,,9
CHARLES ODELL ASOOC L -13'599 SEAL -
..' ? X920 ?A•'
r L - 3599
O'
* yes o 1 ?
1+111111111%`•
;. r
I (?
II WETLAND
AREA D---) 2
NOTE: WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DEUNEA71ON MANUAL."
NAME:
TITLE:
DATE: AID:
NOTES-
'THE PROPERTY SHOWN HEREON IS SUBJECT TO
ALL EASEMENTS OF RECORD AFFFC77NO SAME.
b) NO TITLE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY.
THIS SURVEY DOES NOT CERTIFY LEGAL MLE
TO THE REALTY AS ASSOC4ITED OR TO THE
BOUNDARIES SHOWN.
C) THIS SURVEYOR DOES NOT CER77FY TO THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND U7ILI77ES THAT MAY OR A41Y NOT EXIST
WITHIN THE BOUNDARIES AS SHOWN HEREON.
d) COPYRIGHT AUGUST 22, 200E BY ABSOLUTE LAND
SURVEYING AND A41PP/NG, P.C., SILER C/lY
NORTH CAROLINA. COPIES OF THIS PLAT MAY ONLY
BE USED FOR PRESERVATION OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PARTIES AS NAMED
IN THE TITLE BLOCK ONLY. NO AL7ERI177ONS OR
ADDITIONS MAY BE MADE.
e) UNLESS OTHERWISE SHOWN HEREON, ALL DISTANCES
ARE GROUND DISTANCES.
/) NO INTERNAL INVESTIGATION HAS BEEN PERFORMED
ON THIS PARCEL
g) REFERENCE
SYMB
O IPS OL LEGEND
IRON PIPE SET
® IPF IRON PIPE FOUND
O RRS RAIL ROAD SPIKE SET
0 RRF RAIL ROAD SPIKE FOUND
O ECM EXISTING CONCRETE MONUMENT
O CAIP COMPUTED POINT
(W TIE LINE
? QQ SEAL
=r L-3599 cta _
SUR C6
.,9lFs 0
70
N? 1'--
1 y38 30',? C \
04 • -v
s 6
?-L707
(TL)
,S, BYPASS
5 ?iZ / 64
SITE
O
15
501
rl V
L
64
T L 5 TOWN OF
PITTSBORO
6'

'
VICINITY MAP NOT TO SCALE
L283
L276
1. Charles 0. Elaean, Professional Land Surveyor No. 4 off"
-
6 to one or more of the following as Indloat.d thus.
-(a) That the survey creates a subdivision of land within the area of a
L284 L275 county or municipality that hes on ordinance that regulates parcels of

6' land.
_(b) That survey to located In such a portion of a county or municipality
that le unregulated ale to an ordinance that regulates parcels of land.
L274
L285 6' a) My one of the following
1- That the rimy N of an oWe" parcel or paoel e of land

L273 does not create a new West a change an exMtlng street.
2- at tin. survey N M an adetkp bolding er other etruotnre, a
L286 6 ,

L272 natural feature, such an a watercours ;
3- Th at the eu N a can" eurvwy.
-(d) That the survey f another oategary, such ti1'Tt etlon of
,p tidA e
ci do enrrey
el
L287 6, , +,?
ou
a.fr,Itiornp r
-(e) That the In available the rS1•yor

L288 L271 Ie unable arko a Ion t de dfefebm
ablllty o the e t /® 7

' 9%

! c'
6
L270 C ARLES O. ELIASON -
L289 IiLS L 3 935
-
• y
L269 %O J?.•?O;

ti •..
1
SUR
••
•
L290?
6
L268 •
•.
? ,
"
Z
INDICATES TOTAL
L291 %
6' Its 0
",
CHANNEL WIDTH
L292 L267 / (TYPICAL)
i,
6
L293 L266
6,
L294 L265 L264
6 • -, f L263
L295 L262
6
L296
6'
L297
L298 L261

6,
L299 I L260
6'
'- L253
L300 '

L301 L258
L302 ,L257
6
L303 L256
x
6' L255
L304 /
, 6'
L30 L254
4' /
L306 L253
4',L321
L252,L307

251
L
4
L
30

L309'L250
L310? 4' L249
L248
'' - L247
L311
,, 4' L246
L3 1 L245
4
'
L313
4
L314
'L244 TIE TO IPF "DD"
L-315
N 74'52' 12 "E
4' 1078.97'
ERENNIAL CHANNEL L243
L316 i
AREA C-A 1
4'
4,255 Sq. Ft. -±- L242
0.010 Ac.--,'- L317 241
370.98 Linear Ft. f L318
>t
L319
704
(TO
80 0 30 80 120
SCALE: 1"e 60'
WETLAND SURVEY
OF
WOMBLE EAST
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING, P. C.
964 EAST STREET, SUITE 210,
PITTSBORO, N.C. 27312
[phone] FAX [phone]
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 7
SHEET 1 OF 2
COURSES ALONG LINEAR
WETLAND AREA C-A 1
LINE TABLE
LINE BEARING DISTANCE
L240 N42'3251 'W 21. 13'
L241 N23'44'37"W 4.01'
L242 N 19'27'38 'W 18.03'
L243 N03'02'47"W 22.37'
L244 N07'3924" 23.75'
L245 N32' 17'06 "W 17.30'
L246 S76'01 '59'W 7.83'
L247 N56'2955 "W 12.99'
L248 N 19'36'33 'W 6.54'
L249 N27'42'55 "E 12.02'
L250 N 11 *4244"E 17.15'
L251 N 19'59'45 "W 21.33'
L252 N07'30'39 "W 28.29'
L253 NO8'49' 14 "W 41.19'
L254 N06'44'04' W 25.16'
L255 N22'2521 'W 23.20'
L256 N 12'43'09 "W 8.76'
L257 N20'07'04 "E 13.66
L258 N 17'03'36 "W 10.38'
L259 N 19' 13'36 27.80'
L260 N 13' 19'54'W 15.51'
L261 N 1256'09 "E 33.13'
L262 N40' 13'01 "W 13.05'
L263 N8229' 19 "W 7.24'
L264 N24'33'00 "W 6.06'
L265 N05'23'06 "E 22-12'
L266 N21 '37'28 "E 25.92'
L267 N 18'06'59 "W 21.32'
L268 N22'34'06 "W 19.17'
L269 N 18' 14'27"W 12.95'
L270 N06'5842 "W 22.79'
L271 NOO'53'28 'W 27.77'
L272 N38'4555 "W 25.21 '
L273 N2 '01 '02 'W 19.99'
L274 N25'4559 "W 16.92'
L275 N 15'00'40 "E 25.21 '
L276 N 5'34'09 "E 32.87'
L277 N52' 12'48 "E 30.29'
L278 N39'48' 18 "E 37.68'
L279 N36'07'53 "E 29.41 '
L280 536'07'53 'W 30.26'
L281 S39'48'18"V'/ 36.97
L282 S52' 12'48"W 30.78'
L283 S 15'34'09 "W 28.95'
L284 S 15'00'40 "W 27.47'
L285 S 5'4559 "E 19.22'
L286 S27'01 '02 "E 20.67'
L287 S38'4555 "E 23.77'
L288 SOO'53'28 "E 26.03'
L289 S06'5842 "E 23. 1 1 '
L290 S 17'51 ' 14 "E 14.57'
L291 S22'34'06 "E 18.94'
L292 S 18'0659 "E 18.92'
L293 S21 '37'28 "W 24.61 '
L294 S05'23'06 "W 24.58'
L295 S24'33'00 "E 10.99'
L296 S82'29' 19 "E 8.24'
L297 S40' 13'01 "E 7.73'
L298 S 12'56'09 "W 31.53'
L299 S 13' 1954 "E 17.22'
L300 S 19' 13'36 "E 27.99'
L301 S 17'03'36 "E 8.25'
L302 520'07'04 "W 1J.41'
L303 S12'43'09'E 11.04'
L304 S22'25'21 "E 23.71'
L305 S 12'28'1 7"E 14.38'
L306 S08'49'1 4 "E 52.31'
L307 S07'30'39 "E 30.51'
L308 S19'5945'E 20.63'
L309 S 1 1 *4244W 15.46'
L31 O S27'42'5'W 13.21 '
L31 1 S 19'36'33 "E 9.63'
L312 S56'2955 "E 16.09'
L313 N76'01'59 "E 6.70'
L314 S32' 17'06" 12.96'
L315 S07'39'24 "W 22.68'
L316 S03'02'47" 23.32'
L317 S 19'27'38 "E 23.59'
L318 S022726 "E 1.03'
L319 S42'32'51 "E 1 18.53'
,.\A CA p ??%•
+?????okE'ss/0
M
SEAL -
r L - 3599 a o
see SUR
Zes y??INft o ittt```•
COURSES ALONG LINEAR
WETLAND AREA C-A 2
LINE TABLE
LINE BEARING DISTANCE
L320 S69'23'31 "E 1.04'
L321 S08'09'21 "E 3.61
L322 N88'22'08 "E 30.41 '
L323 S84'35'56 "E 22.32'
L324 S82'38'34 "E 12.42'
L325 S71 '56'34 "E 20.95'
L326 S42-16'31 "E 22.47'
L327 S50.310 1 "E 31.3 '
L328 N50'31'0 1 "W 31.60'
L329 N42' 16'31 'W 21.89'
L330 N71 '56'34 'W 19.88'
L331 N82'38'34 'W 12.09'
L332 N84'3556 "W 22,09'
L333 S88'22'08 'W 30.J5
'
L334 N86'5 32 "W 38.53'
L335 S55'07'20 "W 0.37'
COURSES ALONG
TIE LINES
LINE TABLE
LINE BEARING /STANCE
L 704 S74'52' 12 'W 5.63'
L705 39'28'59 "W 3.00'
L706 28'15'07"W 6.25'
L707 N42'25'0"W 5.10'
NOTE. WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT M EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.'
NAME:
TITLE:,
DATE:
AID:
I, CHARLES 0. EUASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND THAT THE RAT10 OF PRECISION AS CALCULATED IS
1:10,000+; WI ESS MY ORIGINAL SIGNATURE. REGISTfi1l??Qw?yBER,
ff,,?r
AND SEAL THI 29th DAY AUGUST 2008 CAR941
D oFESS/0?L
CHARLES ODELL EUASON - 99
r C--369
c>; •
%
;f SUR C6
?4pZFS 0
Charles 0. 13kww% Professional Land Surveyor No owtlfy
on. or more of the fal.wkq as tndloated thus. - ,
-(a) That the survey wsatss a subdivision of land within the area of a
county or municipality that her an ordinance that rsgulatss parcels of
land.
-(b) That the survey Is located to such a portion of a county or munl*dtty
that is unregulated as to an ordinance that regulates parcel of land
JJ4 Any pl. Aat??ths idlowing:
i- Th survey l of an existing parcel or parcels of land
not anate a new street or change an exiting street
2- survey Is of an existing building or other structure, or
natural feature, such as a watercourse;
3- That the survey Is a contra survey. t t t l 1 t r f f f f
-(d) That the survey N of another ootegoM such as try t 6fl. fir
exiting paroels/k court ordered survey, or othrlyWc?j /i4
definition of hAsion. - O. 0000._ /?1i
-(a) 7hat the
l unable
ability as
CHARLES O. ELIASON
VETLAND SURVEY
OF
WOMBLE EAST
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROL/NA
ABSOLUTE LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
P/TTSBORO, N. C. 27312
[phone] FAX [phone]
riot 'g,
a
INVQ=
e T above, q :
l•
4 S4 S?E,AL
LS ; r-L-Ljg
ti •. SU
••......••.
FS 0. ,
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER.
040905-SHEET 7A
SHEET 2 OF 2
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATI?QQ?U{?,?QU?ND AS
SHOWN AND THAT THE RATIO OF PRECISION AS AtlllrJl7EtJ/
1:10,000+; ESS MY ORIGINAL SIGNA Ff?ul?1 N/,
AND SEAL IS 29th D Y OF ALIT 2 eeseeessese
?.`aOQQOSSlpy9 i
SEAL -
CHARLES ODELL ELIASQN L TT9 _ J _
••. S U R
.•
••......••• Q,??.
;9 ?
R? 6S 0
'''Il?llllnl?```
NOTE: WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL"
NAME:
TITLE:
DATE:
AID:
CENTERLINE OF
CREEK IS THE ?? J B7 N SITE
PROPERTY LINE 8 ?? o /l
1346
PP,
?0 " 1 50'`?? v? ao7
E A
(? ?g8 k02. ^ry
2 orb BYPASS
8' ? 64
^Aj /
v
TOWN OF
8 • ?/? PITTSBOR0
,y^tK
VICINITY MAP NOT TO SCALE
5' A)6 I. Charles 0. Oiason, Professional Land 9imyor No. L ?i69o, ow"
^(? = to am or more of the fallowing as Indicated thus,
?'Aj 66 -4a) That the survey creates a subdivision of land within the ores of a
county or munktdIty that has on ordinance that regulates paroNs of
5' land.
_(b) That the survey to located In such a portion of a oounty or municipality
that Is unregulated as to an ordinance that regulates parcN9 of land.
Vo) My one of the following:
V f0 1- That the survey N of an sxIwW9 parcel or parcels of land
qnC does not create a new sbwt or change an exieti g street
5' V 2- j/That the survey Is of an existing building or other structure, or
natural feature, such as a watercourse;
IJK 3- That the survey Is a control survey
(O _(d) That the survey of another category, such a ttbbl HddrM X40 pn of
V existing pros; count ado survey, r gt11Sr t/riy
3 , d.n,e on ar +, fie) That tM avcl to the th .0 F d
ewe
abbtftaW eke o t core c) la ?
r ( •.
3-1
L37'9:: L362
INDICATES TOTAL
CHANNEL WIDTH L361
(TYPICAL) L380
5'
L381 L360
LINEAR WETLAND
AREA C-B 4
665 Sq. Ft. f
0.015 Ac.f
147.89 Linear Ft.t
(TL)
00
3'v
O<
3't
0.?
d 0
J'v
5'
%.tottlIllIII/I//?
,?,0•?4O\A CAR pz
ESS/0 % ;
a SEAL
z y L - 359E -
' 1-b ; Z
o ??`••° SURD** c6 ;
,RAF Ev
?,?7?rs rO
NETLAND SURVEY
OF
WOMBLE EAST
HADLEY TOWNSHIP - CHATHAM COUNTY ... NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
PITTSBORO, N.C. 27312
[phone] FAX [phone]
l•
0. ELIASON _ P r- L .L35ff9-%.-;
so% .?
NOTES-
a) THE PROPERTY SHOWN HEREON IS SUB/ECT TO
ALL EASEMENTS OF RECORD AFFECTING SAME.
b) NO MILE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY
THIS SURVEY DOES NOT CERTIFY LEVAL 7777..E
70 THE REALTY AS ASSOCATED OR TO THE
BOUNDARIES SHOWN.
a) THIS SURVEYOR DOES NOT CERTIFY TO THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND U77LMES THAT MAY OR MAY NOT EXIST
WITHIN THE BOUNDARIES AS SHOWN HEREON.
d) COPYRIGHT AUGUST 29, 2006 BY ABSOLUTE LAND
SURVEYING AND MAPPING, P.C., SILER CITY
NOR7H CAROLINA. COPIES OF THIS PLAT MAY ONLY
BE USED FOR PRESERVATION OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PAR77ES AS NAMED
IN THE TITLE BLOCK ONLY. NO ALTER477ONS OR
ADDMONS MAYBE MADE,
e) UNLESS OTHERWISE SHOWN HEREON, ALL DISTANCES
ARE GROUND DISTANCES
/) NO INTERNAL INVESTIGATION HAS BEEN PERFORMED
ON THIS PARCEL.
g) REFERENCE
SYMB
O IPS OL LEGEND
IRON PIPE SET
• IPF IRON PIPE FOUND
O RRS RAIL ROAD SPIKE SET
to RRF RAIL ROAD SPIKE FOUND
O ECM MS77NO CONCRETE MONUMENT
O cup COMPUTED POINT
(TU 77E LINE
60 0 30 60 120
SCALE: 1"=60'
DATE.
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 8
SHEET 1 OF 2
3
b
t0r
O
"r
O
O
J
1N
O
J
,3,
Laa? 5'
L383 L358
5'
0
.? 1 .l
5 '
Tt5'
J: J
b
J
J
5,
5'
J 'M-l
O .?
J J
I- ERENNIAL CHANNEL
I- AREA C-B 3
4,537 Sq. Ft. tar
0. 104 Ac. -4-
433.55 Linear Ft. f
TIE TO!PF °?
588.05'55
1 182.03
'q 7 M
' L707
(TO
i(
COURSES ALONG LINEAR
WETLAND AREA C-B 3
LINE TABLE
LINE BEARING DISTANCE
L350 N59'02'04 "E 64.69'
L351 N32'50'30 "E 40.81'
L352 N22'32'49 "E 30. 16'
L353 N23' 1 1'35"E 43.17'
L354 N36' 1 1'06"E 48. 18'
L355 N37'31 '27"E 88.51'
L356 N45' 5'38 "E 33.20'
L357 N45' 19'11 "E 26. 10'
L358 N21'04'06"E 22.38'
L359 N06'13'07"W 15.09'
L360 13'01 ' 10'E 44.03'
L361 24'06'38 "E 38.67'
L362 N56'34'00"E 14.31 '
L363 N63'53' 18 "E 69.93'
L364 N55' 12'42 "E 29.72'
L365 N53' 17'02 "E 33.47'
L366 N66'4555 "E 31.49'
L367 N69'58'44 "E 26.38'
L368 N6O'53'04 "E 50.15'
L369 N59'29'03 "E 30.91 '
L370 N59'52'13"E 62.36'
L371 59'52' 13 "W 6766'
L372 59'29'03"W 30.84'
L373 60'53'04 "W 50.05'
L374 63'36'38 "W 26.87'
L375 566'4555 "W 30.76'
L376 S53' 17'02 "W 32.14'
L377 51'30'27"W 31.49'
L378 S63'57'31 "W 68.71'
L379 560'32'20 "W 18.24'
L380 524'06'38 "W 39.16'
L381 S 13'01 ' 10 "W 45.36'
L382 06' 13'07"E 14.72'
L383 S2I *04'06"W 20.09'
L384 S45' 19'11 "W 25.03
L385 545'23' 12 "W 33.54
L386 S37'32'22 "W 88.91 '
L387 S36' 1 1 '06 "W 48.81 '
L388 11,35 "W 4.3.77'
L389 S '32'4 "W 29,74'
L390 S3 '50' 0 "W 0'
L391 S59' 02'04"W 64.53'
COURSES ALONG LINEAR
WETLAND AREA C-B 4
LINE TABLE
LINE BEARING DISTANCE
L392 N '58' 4" 28'
L393 '03'3 5 '
L394 3 '34'36" 21,20'
L395 N40'58'36" 40.14'
L396 N30'39'00" 24.69'
L397 N41 ' 15'4 "E 54.93'
L398 3' 1 '58" 1 8.83,
L399 45'20'32" 22.79'
L400 4 0' "W 23.38'
L401 2 '57'06 "W 18. 9,5,
L402 S41 '20' 1 "W 5 .74'
L403 S '39' "W 24 0'
L404 S4 '58' 6 "W 40.14'
L405 S30'34'36"W 1.4 '
L406 S3 '50'04 "W 35.37'
L407 S 0'41 '52 "W 24..3.3'
COURSES ALONG
TIE LINES
LINE TABLE
LINE BEARING DISTANCE
L707 N4225'02"W 5.10'
L708 N24'43'01 'W 39.44'
L709 S61 '39'30 "E 3.00'
L710 N44'39'28"W 3.00'
L711 S84'07'36"W 32.34'
L712 S23'45'53"E 8.05'
ItIIIIfIiI11"i
_ `c 049 .
a SEAL =
r . 3599 0
•Z;
9 ;
C-) tNs ??.': • C6
.•h SUP•e P
6S 0.
,,-61111111111\\\\\\
NOTE. WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.'
NAME:
TITLE:
DATE: AID:
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND THAT THE RATIO OF PRECISION A *ww IS
1:10,000+; VkTNESS MY ORIGINAL SIGNATUR(*\??I MBER,
AND SEAL S 29th DAY OF AUGUST 20?b A. ii
.?? ••;:oFESSIpN•:•
f_
?aQ SEAL
CHARLES oDELL EuASoN 73'499 ?Oji 2
0*0
0 . E?'.`.
???1111111111\\\\\
1. Charles 0. Cla•on, professional Land Surveyor No. oertHy
to one or mom of the fallowing o• Indbohd thus. -
..(a) That the survey creates a wbdvMon of land within the am of a
County ar munIdpdky that has an ardYio. that regulates parcel. of
land.
_(b) TW the survey le booted in such a portion of a county or munbipallty
that N unregulated as to an ordlnanes that regulates parade of land.
Ay one of the fallowing
1- That the survey b of an existing parcel or parcels of lord
aoC does not create a new street or change an existing street Is of Y nat tin feature such an ?Irn,M buldrig or other structure. or
as rs*;
3- That the survey to a oantrol survey. 11lr.1
_(d) That the survey Is of another cat•gorA such QQQ???1t1M reocrndsrorrgrl of
existing parcels. o court ordered survey: or%
d flnltlon of w
?•) Inat the In' tlan -0 to the w • • • s...i?.
Is unable to a dot t r?? Jd
ablky 14e In
d)
.Q
L
CH RLES O. ELIASON PL? r L 9
ny .??Lp Ae? , J CO-
?•ti SUR •e v. ••**6ee JP
s 0tl\t\\\v.
WETLAND SURVEY
OF
WOMBLE EAST
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
PITTSBORO, N. C. 27312
[phone] FAX [phone]
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER.
040905-SHEET 8A
SHEET 2 OF 2
714
N55'33'S2 TL)
179067
' D^ 7-1E TO /P.F ;U " c M 3
0
L449 `T v
L450 3
L451 L4 2 L
L3,52 3'
L453. L441
3..L440
L454 L439 I
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND THAT THE RATIO OF PRECISION AS CALCULATED IS
1:10,000+; TNESS MY ORIGINAL SIGNATURE, REq??M111d R/IEIf?€R
AND SEA IS 29th DAY OF AUGUST A.D.yOP,?H CAROi??.
,??•••'oFESSio???'y?
CHARLES ODELL ELIASON j, - 89 L .35 99 Q:
92 w
0% 0-4
° > ••. SURv .•P5 .?
AID:
C4
J
NOTE.• WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL."
NAME:
TITLE:
DATE:
3'
L455 L438
3'
L456 L437
L451 L436
L461? 432
3'
J J
3'
* N
J J
3'
J J
fO
v
3'
0^ 6
fV
.3 v
6$
5
3' . k?
INDICATES TOTAL 4
CHANNEL WIDTH
(TYPICAL) ?
3'1
O
n

J
3
NOTES-
THE PROPERTY SHOWN HEREON IS SUBJECT TO
ALL EASEMENTS OF RECORD AFFECTING SAME.
b) NO MLE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY.
THIS SURVEY DOES NOT CERTIFY LEGAL TITLE
TO THE REALTY AS ASSOC4ITED OR TO THE
BOUNDARIES SHOWN.
e) THIS SURVEYOR DOES NOT CERPFY 70 THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND UTILITIES THAT MAY OR MAY NOT EXIST
WITHIN THE BOUNDARIES AS SHOWN HEREON.
d) COPYRIGHT AUGUST 29, 2000 BY ABSOLUTE LAND
SURVEYING AND MAPPING, P.C., SILER CITY
NORTH CAROUNA. COPIES OF THIS PLAT MAY ONLY
BE USED FOR PRESERVA77ON OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PARTIES AS NAMED
IN THE MLE BLOCK ONLY. NO ALTER477ONS OR
ADD17YONS MAY BE MADE.
.) UNLESS OTHERWISE SHOWN HEREON, ALL DISTANCES
ARE GROUND DISTANCES.
V) O IN7ERNALNVESRGAT/ON HAS BEEN PERFORATED
g) REFERENCE
`tttln,rll////
CARP ''1
rQ
SEAL •
r 359J rx:
?'••? SUR .•'•5
°•,,°9,9 •••......•. gip, ,,,
E
IFS 01
I#C?
J ?
J
87 a SITE
o /l
SR 1348
f5
SO1
BYPASS
64
64 TOWN OF
P/TTSBORO
VICINITY MAP ' NOT TO SCALE
I, Charles M Elloson. Profenla al Land Surveyor No. L certify
to one or more of the following as hhdW*d thus, -Le-
-(a) That the survey anates a subdivision of land within the area of a
county or municipality that hoe an ordinance that repulates parcels of
land.
-(b) That the survey Is Wooled In such a portion of a county or munidpolky
that N unregulated as to an adhmce that repulates parcels of land.
am of the following
bK An
1- the =%:t: f an existing parcel or parcels of land
d does a now street or change an existing ebwet.
2- That the survey Is of an adetkrp buIV or other structure, or
natural feature, such as a watwooursK
3- That the sxvey N a control survey.
-(d) That the survey N of another ootegoryh slahpgRh/! binatbn of
existing paroels6 court ordered sxw? eta the
definition of su+e ?i
-(e) That the In awgame ?o tfr GMurveyor
N unabl tp a // Ir)di tla?l = b ! • ' protesebn
abpk are/,/lice . .A/abrh 9.
0. EL/ASON PL
= r .359
%
SUR
FS 0
INTERMITTENT CHANNEL
AREA D-A 1
2,J72 Sq. Ft. f
0.054 Ac.-*
385.29 Linear Ft.f
3'
N ^ TIE TO /PF "DD"
? , ? N74'S2' 12 "E
2022.88'
3' 0
3',
SYMBOL LEGEND
O lPs IRON PIPE SET
0 /PF IRON PIPE FOUND
0 RRS RAIL MUD SPIKE SET 50 0 30 EO 120
• RRf RAIL ROAD SPIKE FOUND
17 ECM MSTTNO CONCRETE MONUMENT
O CMP COMPUTED POINT ?1?
(Tice 77E LINE SCALE: 1"=80'
REMAND SURVEY
OF
WOMBLE EAST
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
P/TTSBORO, N.C. 27312
[phone] FAX [phone]
DATE.•
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 9
SHEET 1 OF 2
1
COURSES ALONG LINEAR
WETLAND AREA D-A 1
LINE TABLE
LINE BEARING DISTANCE
L420 N52' ' 8"E 34.0 0,
L421 N4 P51 '10" 36.07'
L422 37 19'34" 70.52'
L423 N26'1 9'59 m 45.40'
L424 N '36' 1 " 46.68'
L425 N79' '06" 25.48'
L426 N6 'S " 48,58;
L427 Nj6*46'jjmE 4 '
L428 N.31'1 1'18" '
L429 N '33' 34.79'
L430 N32'20'1 J" 26.17'
L431 N30'0' 4" 53.J5,
L432 N 8' 4' 14,75'
L433 22' 1 ' 3" 14.87'
L434 N 6'09'0 10.79'
L435 N33' 44 " 15.27'
L436 N 11'23'06 T 16.15'
L437 N48'2659 T 26.27'
L438 N50' 6" 22,29'
L439 ' 13'0 .9 '
L440 N60'40' 4 "E 7.16'
L441 N89'1 7'37" 4.14'
L442 36' ' 6" 18.96'
L443 S 8.04'
L444 N56'34'3 " 4.23'
L445 N39'0 721 " 3 .9 '
L446 N58'5 7" 21. 0'
L447 5 'S '37' 20.45'
L448 S3 '07' 1 "W 9.47'
L449 17'1 O' 7' 40'
L450 N7 '25' 5 "W 8.04'
L451 44' 16'49W 18.48'
L452 S89' 7'37' 3.54'
L453 S60'40' 4 "W 8.9 8,
L454 22' 1.3'03"W '
L455 S 50'00'06'W 21.,59'
L456 S48' 659 "W 27,32'
L457 11 ' 6'W 16.5,6'
L458 S33' '43 'W 1,5.76'
L459 S06' 9' " 1.10'

L461 38' '02' 14. 5'
L462 S '01-'28'W 53. 1'
L463 SJ2*20'IJ'W 26.42'
L464 S20'33'52"W 34.82'
L465 S31'1 1'18"W 43.51'
L466 S38'46'33"W 61.63'
L467 S63'20'59 "W 47.49'
L468 S79'50'06"W 26.15'
L469 S39365I "W 48. 13'
L470 S26' 19'59W 45.46'
L471 S37' 19'34'W 70.12'
L472 41*51'10"W 35.68'
L473 S52'03'38 'W 40.86'
COURSES ALONG LINEAR
WETLAND AREA D-A 1
LINE TABLE
LINE BEARING DISTANCE
L713 N74'52'12"E 7.74'
L714 N50'4726"W 3.19'
,%ttt%IIFrrr1110"
,????? ?? CAROB/y 1?, ,
=?Q?FESS/0 9
4 _
w
SEAL ;
r L - 3599 cr;
% SUB,. ?QC?
,r4n/ Z, \7 O v \\\
?,/[phone]``
NOTE: WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.'
NAME:
TITLE
DATE: AID:
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHMN AND THAT THE RATIO OF PREaSICN AS C /1$g
1:10,000+; WI MY ORIGINAL SIGNATURE, (11 DER,
AND SEAL THI 29th DAY7 AUGUST 2008 Q?U
SEAL ?
mggL - 3599 i
?
O
SUR
5
lFs 0
?rlr/r11111111111
1, Charles 0. Dla.an. Probs" al Land Surveyor No. Certify
to one or more of the fallowing as Indlo.ted thus, -
-(a) That the survey creates a sub"lon of land within the area of a
county or munldpollty that has an ardlnonoe that regulates parcels of
land
_(b) That the rrovssyy
that b unreW t.d alto an In such a ordinance that at t reof a gulates parcels of l?andny
-(a) A one or the tolowlng
1- figs the wlrvsy h of an exletklg parcel or parade of land
gr(d does not create a new street or change an eWwtkp street
2- //That the survey N of an ede , bulding or other structure, or
..turd feature, such as
a wateroolews:
3- That the survey N a control survey. IIIIIIIIIr/1j
_(d) That the survey is of another oategary, such IN WIN)
adet a court ordered y{?
dellnltion of survey, a,O ,eeeeeee? <? r1?I
T!?at th4 Fer! able to the y?n?e
to unabl%no mda a tM bes( t4
abll o the trt (a) • (d) abava 9 e:
SEAL ! i -_
HARLES O. ELIASON - ' 9
ti
%
•oSI ARV
?'c//I1/1111iG11V,1
WETLAND SURVEY
OF
WOMBLE EAST SECTION D
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA SUB-SECTION A
ABSOLUTE LAND SURVEYING DATE:
AND MAPPING. P. C. AUGUST 29, 2006
964 EAST STREET, SUITE 210, SWEET 2 OF 2
P/TTSBORO, N.C. 27312 ALSM JOB NUMBER:
[phone] FAX [phone] 040905-SHEET 9A
?? •'FESS/ '•.''9
CHARLES ODELL ELIASQN L r 9.3599 ir:
A, O
••? SUIT C8
FS 0
NOTES-
o) THE PROPERTY SHOWN HEREON IS SUBVECT TO
ALL EASEMENTS OF RECORD AFFECTING SAME.
b) NO TITLE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY.
THIS SURVEY DOES NOT CERTIFY LEGAL TITLE
TO THE REALTY AS ASSOCATED OR TO THE
BOUNDARIES SHOWN.
e) THIS SURVEYOR DOES NOT CERTIFY TO THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND UTILITIES THAT MAY OR ANY NOT EXIST
WITHIN THE BOUNDARIES AS SHOWN HEREON.
d) COPYRIGHT AUGUST 29, 2006 BY ABSOLUTE LAND
SURVEYING AND MAPPING, P.C., SILER CITY
NORTH CAROLINk COPIES OF THIS PLAT MAY ONLY
BE USED FOR PRESERVA77ON OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PARTIES AS NAMED
IN THE TITLE BLOCK ONLY. NO ALIENATIONS OR
ADDITIONS ANY BE MADE.
a) UNLESS OTHERWISE SHOWN HEREON, ALL DISTANCES
ARE GROUND DISTANCES.
X) NO INTERNAL INVESTIGATION HAS BEEN PERFORMED
ON THIS PARCEL.
g) REFERENCE
TIE TO IPF N68"3423
_-1.900.82
INDICATES TOTAL
CHANNEL WIDTH L517
(TYPICAL)
4
L5148LI
L520 L51
L521-
4'
L71 - 4523 L503
(TL)
L502
/ 501
L524
2'
L525 50
L52
L52
L,'
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL."
NAME: I SR T•346
TITLE:
DATE: AID:
BYPASS
NOTE: WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA / 64
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614 64
[phone]
I
J?
SITE
a01
VICINITY MAP ' NOT TO SCALE
6 Charles 0. Ellaon, Professlonal Land Surveyor No. L - certify
to one or more of the following as Indicated thus, ' -(a) That the survey areat« a subdivision of land within the area of a
county or municipality that has an ordinance that regulates parcels of
land.
_(b) That the survey N located In such a portion of a county or municipality
that Is unregulated as to an ordinance that regulates parade of land.
U< An one of the following
1- That the survey N of an edeting paroN or parcels of land
2- anotheer xlstrucstfiqtustreet
notnwvey w createofoaneodsNnq new street orbutcdihngangeor
atdoesthe re,ar
natural feature, such as a wet
3- That the survey I¦ o eon ,
d) That the survwyy w of another inatlan of
edsllna oaroelb a court •BC?dY??to the
_(d) /j
I?
II
II/I
L513 ?1
L512 11
L52
1
L53
RENNIAL CHANNEI-
AREA C---A 1
1
SYMB OL LEGEND
O Ips IRON PIPE SET
9 IPF IRON PIPE FOUND
O RRS RAIL ROAD SPIKE SET
0 RRF RAIL ROAD SPIKE FOUND
O ECM EXIS77NO CONCRETE MONUMENT
O CAIP COMPUTED POINT
(TU 77E LINE
L71
% ?60AR041,0'"
ys•QFESS/01?
0
SEAL "
3599
L Jr ?Z
o
'0
SUAJ ` mo
II TIE TO IPF "DD"
S8755'28 "E
I I 1457.06'
l l /
WETLAND SURVEY
OF
WOMBLE EAST
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING. Pr,,,
964 EAST STREET, SUITE 210,
PITTSBORO, N.C. 27312
[phone] FAX [phone]
fie) That the Idirmatlon
in uncidViii make a
/ •Qy/j•Ih6t thLwrrwyor
;a SA h prohall
ouf?IXi(j&
L
CHARLES O. EL/A.- ``''9 l31.S "
•
y? SUFiP5
'•;qze E?
S 0• ?
?//r/dlllllti?t`
60 0 30 so 120
SCALE: V-60'
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER.-
040905-SHEET 10
SHEET 1 OF 2
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND THAT THE RATIO OF PRECISION AS CALCULATED IS
1:10,000+; WITNESS MY ORIGINAL SIGNATURE, R `f 1AwAC 1VpMBER,
AND SEAL THIS 29th DAY OF AUGUST 2006f&01 .. a m _ 6,,
COURSES ALONG LINEAR
WETLAND AREA D-B 2
LINE TABLE
LINE BEARING DISTANCE
L490 N 19'32'30 "E 38.43'
L491 N71 '01 '41 'E 18.06'
L492 N 15' 12'51 "E 22.05'
L493 N24'5322 "W 17.63'
L494 NOO'03'53"E 1.68'-
L495 N 19'4855 "E 17.00'
L496 N51'40'01 "E 20.04'
L497 N09'4754 "E 38.73'
L498 N 14'22' 1 1'W 19.95'
L499 N05'38'0 1 'W 33.04'
L500 N05' 13'14 "E 22.91'
L501 N23' 1725"E 13.89'
L502 N08'53'49'W 12.23'
L503 N37'52'32 "E 25.43'
L504 S66'42' 15 "E 6.73'
L505 S68' 16'53 "E 16.55'
L506 N58'40'57"E 29.97'
L507 N35-2556" 20.52'
L508 N72'07' 18 "E 26.63'
L509 S83' 12'25 "E 2.96'
L510 N72'04'52" 18.95'
L51 1 N84' 12'04 "E 37.55'
L512 N81'1 0'44" 55.7 '
L513 S O' 13'0 ' 59 9'
L514 S84' 12'04 'W 37.98'
L515 572'04'52' 16.4.9'
L516 N83' 12'25"W 22.96'
L517 7 7' "W 28.83'
L518 S35' 5'56'W 21.02'
L519 S '40' 7' 7.15'
L520 N68'16' 3"W 14.50'
L521 N66.4 ' 15 'W 8.74'
L522 S65' 1'20'W 2.18'
L523 S37' 4'27"W 25.82'
L524 08'53'49 "E 11.63'
L525 23' 1725 "W 13.63'
L526 05' 1X1 4'W 3.42'
L527 S05' 8'01 " 3. 8'
L528 S 14' 2' 1 1 " 19.67'
L529 09'4754 'W 38.30'
L530 S150110,5 1 'W 19.01'
L531 S 19'4855W 15.96'
L532 26' 15'5 "W 5.04'
L533 24'53'2 " 16.53'
L534 15' 12'51 'W 19.36'
L535 S71 '01 '41 'W 179 '
L536 19'32'30'W 38.80'
COURSES ALONG
TIE LINES
LINE TABLE
LINE BEARING DISTANCE
L706 S28' 15'07"W 6.25'
L714 N50'4726"W 3.19'
L715 S07'27'06"E 3.54'
,,tltlllllrlpf//117
04
fe.O?ESS/04 9
SEAL s
c' L - 3599 `
o.
C)
Sug
ZFS 0.
//jr/111111111``
NOTE. WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.'
NAME:
TITLE..,
DATE:
AID:
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND THAT THE RATIO OF PRECISION AS IIR / JS
1:10,000+; ESS MY ORIGINAL SIGNATUR 0 NUMBER,
AND SEA 29th DAY OF AUGUST 2 T
Q f ?1? 'o
SEAL
"
CHARLES ODELL LTJAibN ? L 5 -
n
e•••eeeee••' rQ? eye
•. Z 46S 0,
1. Charles 0. Elknwn. Prohmkxid Land Surveyor No. L - 3609, owttry
to one or more of the folowkrg an Indicated thee, l
-(a) That the survey creates a subdlvMon of land wtthln the area of a
county or rmmlc*dtty that has an avInanos that regulates parcels of
land.
-(b) That the survey Is located In such a portion of a county or muniotpallty
that to unregulated as to an ordlrwos that replates parody of land
My one of the following
t- That the sway M of an =WJng parcel or parcels of land
does not areote a now street or change an wMIng street
2- at the survey N of an wristing building or other structure, or
natural feature, such es a watwcoure«
3- That the survey N a control survey.
-(d) That the survey N of another category, such as the Ub Vtb iN of
ordered survey, or other
exlW" of dwelm
fie) That the atlan table to the V' 40.
Nun make o atlon
?IRy o 1h contain ) • D"/0'
:Q. Ny:
CHARLES O. EL/ASON P. LS ; L ?if
• r L - 3599 ?•
'• • SUR`?. • 5
S0
41
WETLAND SURVEY
OF
WOMBLE EAST
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
PITTSBORO, N.C. 27312
[phone] FAX [phone]
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 10A
SHEET 2 OF 2
1, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN AND THAT THE RATIO OF PRECISION AS CA TED IS
1:10,000+; WI ESS MY ORIGINAL SIGNATURE, W 61WNYMBER,
AND SEAL Pr 29th DAY OF AUGUST 200(kA. H CAA C)

`. \

Y
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL"
NAME:
TITLE:
DATE:
AID:
S'11? 1346
BYPASS
NOTE.• WETLAND WERE DELINEATED BY 64 -
SOIL & ENVIRONMENTAL CONSULTANTS, PA /
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614 64
[phone]
S/TE
15
501
TOWN OF
PITTSBORO
VICINITY MAP ' NOT TO SCALE
I, Charles 0. Blason. Prohsdahal Land Surveyor No. X600 certify
to am or more of the following as Indlootod thus, Y
-(a) That the survey shahs a subdivision of land within the area of a
county or municipality that has an ordinance that regulates parcels of
land.
-(b) That the eurwY b located In such a portion of a county or municipality
that N unregulated as to an ordinance that regulates parcels of land
My one of the following:
1- That the survey Is of an witting porod or parcels of land
an ow not create a new street or change an existing street
2- at the survey M of Qt •xbtkng building or other structure, or
naturd fectur% such as a watercourse;
That the survey is a control survey.
d) That the survey In of another category, such as the reoanbination of
sxletkhg porods, a court Ordered survey, or oq' 1%O #bhtsg/tM
CREEK CULVERTS -(•> Tat ?f w ti•^ avolaw• to th• eur r??
b unable to ake a dst atlon to tfl? Mss lond
UNDER ROAD agility
CHARLES O. EUASON w P S EW5,9!y L-3599 ?r
O:
00 C-
SU R4
(TO
6L 629
5
590 >1628 L627
L591 % L626
L592 625/5
L624
L59 5 595 - 5.
L594 L623
L596
5 L 622
L59 L621
L598` 5'
L619 L618
L600 617
5`
L601 5' L616
L602 L60 `
3'
615
L 604 `
INTERMITTENT CHANNEL
AREA E- 1
' L 614 1,556 Sq. Ft. -+
L605'
605
0.036 Ac. f
-- - 174.14 Linear Ft.t
L60 6
1g
L607 L608 3 "DD"
L611 TIE TO IPF
L609 L610 N84'40'5611E
INDICATES TOTAL 3' 2547.s7
CHANNEL WIDTH
(TYPICAL) ("-L718
(TO
NOTES-
THE PROPERTY SHOWN HEREON IS SUBJECT TO
ALL EASEMENTS OF RECORD AFFECTING SAME.
b) NO MLE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY.
THIS SURVEY DOES NOT CERTIFY LEGAL MLE
TO THE REALTY AS ASSOCIATED OR TO THE
BOUNDARIES SHOWN.
C) THIS SURVEYOR DOES NOT CERTIFY TO THE
EXISTENCE OR NON-EXISTENCE OF ANY UNDER
GROUND UTiUTIES THAT MAY OR MAY NOT EX/ST
WITHIN THE BOUNDARIES AS SHOWN HEREON.
d) COPYRIGHT AUGUST 29, 2006 BY ABSOLUTE LAND
SURVEYING AND MAPPING, P.C., SILER CITY
NORTH CAROUNA. COPIES OF THIS PLAT MAY ONLY
BE USED FOR PRESERVATION OF SURVEY EVIDENCE
AND FOR CONVEYANCES BY THE PARTIES AS NAMED
IN THE TITLE BLOCK ONLY. NO ALTERA77ONS OR
ADDITIONS MAY BE MADE
e) UNLESS OTHERWISE SHOWN HEREON, ALL DISTANCES
ARE GROUND DISTANCES.
1) NO INTERNAL INVESTIGATION HAS BEEN PERFORMED
ON THIS PARCEL.
g) REFERENCE
r1Uff
SSI• '?N9
?QOFE C)N?l ?• ;-
.
? S 3599 ?=?
'n 9 ••.......p•
q?FS 0 E?
4, 101,11111tt",
. VES316, see y
CHARLES ODELL ELIASON 4 34993599 crs
y2 -
O
06
y, y •. SU R
•FS o??P5.
.. ` "
,'''/lllrlllitt??`r

SYMBOL LEGEND
O /PS IRON PIPE SET
• lPF IRON PIPE FOUND
O RRS RAIL ROAD SPIKE SET 80 0 30 60 120
• RRF PAIL ROAD SPIKE FOUND
O ECM MS77NO CONCRETE MONUMENT
O CMP COMPUTED POINT ?%?
(TU TIE LINE SCALE; 1"=60'
FETLAND SURVEY
OF
WOMBLE EAST
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROLINA
ABSOLUTE LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
PITTSBORO, N.C. 27312
[phone] FAX [phone]
DATE:
AUGUST 29, 2006
ALSM JOB NUMBER:
040905-SHEET 12
SHEET 1 OF 2
NOTE. WETLAND WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULTANTS, PA
11010 RAVEN RIDGE ROAD
RALEIGH, NORTH CAROLINA 27614
[phone]
COURSES ALONG LINEAR
WETLAND AREA F 1
LINE TABLE
LINE BEARING /STANCE
L590 S62'1 0'51 " 1.63'
L591 S05' 1447"E 26.28'
L592 S24'48'02 "E 11.84'
L593 S61 '30'00 "E 13.05'
L594 S89'41'43"E 17.45
L595 5562725 "E 15.74'
L596 S36'42'07" 42.53'
L597 S72'53'59 "E 15.89
L598 S30'49'21 "E 15.66
L599 S21 *26'14 "E 33.79'
L600 S23'50'53 "E 20. 1 1 '
L601 S70'49'14" 11.4 '
L602 S77'04'36"E 12.48'
L603 4 1'08 " 6.99'
L604 40' 1'23"E 1.78'
L605 S 1'08'54"E 16.90'
L606 S39'4448"E 16.64'
L607 S62'18'17"E 12.43'
L608 S24' 18'43 'W 9.63
L609 S25' 16'40"W 20.61 '
L610 N25* 16'40 "E 20.63'
L611 N24' 18'43 "E 12.48'
L612 N62'18'17"W 14.66'
L613 N39'44'48"W 15.28'
L614 N 1 1'08'54"W 16.,93'
L615 N40'41'23"W 22.58'
L616 N41'01'08"W 26.99'
L617 N66'33'21 'W 1J.94'
L618 N70'4 ' 14 "W 9.24'
L619 N23' 0'53 'W 17.83'
L620 N21'26'14"W 34.09'
L621 30'4921'W 18.00'
L622 N72'5359"W 16.18'
L623 N36'42'07"W 41.77'
L624 N562725"W 18.1 1 '
L625 N89'41 '43"W 17.68'
L626 N61 " O'00 "W 10.13'
L627 N 4'4 '02 'W 9.J2 '
_
L628 N05' 14'47"W 27.09'
L629 N41 *20'1 2"W 5.26'
COURSES ALONG
TIE LINES
LINE TABLE
LINE BEARING DISTANCE
L717 N27'49'09 "E 6.00'
L718 S64'43'20"E 3.00'
tttNnrrrfff?f[•r
Ott ? CARP '''
eFESS/pN•.•9
= a SEAL
S - L - 3599
cc) Z•-a?tOZ
ti
,D y9•••? SUFR`?.•?Qj
FSl ion t+?
WETLAND SURVEY
OF
WOMBLE EAST
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS A CHANCE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.'
NAME:
TITLE
DATE:
AID:
I, CHARLES 0. ELIASON, CERTIFY THAT THE WETLANDS AS
SHOWN HEREON WERE LOCATED FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATI (W* nS
SHOWN AND T 'AT THE RATIO OF PREOSION AS C I rid
1:10,000ESS MY ORIGINAL SIGNATURE,
AND SEaL IS 29th DAY?OF AUGUST 2008?•••••••.•••?
Z
/6 FESS/O
CHARLES ODELL ELIASON C
QP 29ti
s SEAL
r
t -
%
?rfril n tilt+++?
1, Charles 0. Obecn, Prof••Nond Land Surveyor No. ?W9 owft
to one or more of the following as Indicated thus, ?` '
-(a) That the survey creates a subdivision of land within the area of a
county or municipality that has an ordinance that regulates parcels of
land.
4b1 That the survey M boated In such a portion of a county or municipality
that le unregulated as to an ordinance that regulates parcels of land.
o) Any one of the fallowing:
I- That the survey Is of an sitting parcel or parade of land
a9d does not create a new street or charge an existing street.
2- tit survey N of an witting building or other st? ofun, or
nabnal feature, such of a waterocurew ttt%tIll r/r/?(f,
3- That the envoy N a control survey. t (M? a p ,
That
d) exNt the s. a of court ordered survey, or , r'1
Ing i
Mon a "division. ? de?sv ?•?"f'.9 -.I
--(a, o) dMn fiat the atbn ace a to is . >?p y?
make obf to make a arm o mbeet (d) of her all
_ L -
-3599
CHARLES O. LIASON A-<) : -J599??
Sees. `1
O S V : O
""6sirr0ir x?i+t,t
HADLEY TOWNSHIP - CHATHAM COUNTY - NORTH CAROL/NA
ABSOLUTE LAND SURVEYING
AND MAPPING. P. C.
964 EAST STREET, SUITE 210,
P/TTSBORO, N. C. 27312
[phone] FAX [phone]
DATE.
AUGUST 29, 2006
ALSM JOB NUMBER.
040905-SHEET 12A
SHEET 2 OF 2
O?O? VA rll?9?G
r
>
o -c
March 1, 2005
IPRRO #05-002
Chatham County
Mr. Sean Clark
S&EC
11010 Raven Ridge Road
Raleigh, NC 27614
20061424
Subject: Intermittent/Perennial Determination
Womble Property
NCSR 1520
Chatham County, NC
Dear Mr. Clark:
p sp?
coos
On February 22, 2005 at your request I conducted an on-site evaluation to review two features
located on the subject property to determine if the stream feature is Intermittent or Perennial. The
features are labeled as "F" and "D" on the attached maps initialed by me on February 22, 2005.
The Division of Water Quality (DWQ) has determined that the feature labeled as "F" on
the attached maps is Intermittent. The feature labeled as "D" on the attached maps is
Perennial beginning at blue survey flags 9057 and 9058. The owner (or future owners) should
notify the DWQ (and other relevant agencies) of this decision in any future correspondences
concerning this property. This on-site determination shall expire five (5) years from the date of
this letter.
Landowners or affected parties that dispute a determination made by the DWQ or Delegated
Local Authority may request a determination by the Director. A request for a determination by
the Director shall be referred to the Director in writing c/o Cyndi Karoly, SWQ Wetlands/401
Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination
by the DWQ or Delegated Local Authority that "exempts" a surface water may ask for an
adjudicatory hearing. You must act within 60 days of the date that you receive this letter.
Applicants are hereby notified that the 60-day statutory appeal time does not start until the
affected party (including downstream and adjacent landowners) is notified of this decision.
DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statues to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. This determination is final and
binding unless you ask for a hearing within 60 days.
Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
LrM
Rnro phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
Mr. Sean Clark
S&EC
11010 Raven Ridge Road
Raleigh, NC 27614
3/l/2005
The (owner/future owners) should notify the Division of Water Quality (including any other
Local, State, and Federal Agencies) of this decision concerning any future correspondences
regarding the subject property (stated above). This project may require a Section 404/401
Permit for the proposed activity. Any inquiries should be directed to the Division of Water
Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers (Raleigh
Regulatory Field Office) at (919)-876-8441.
Sincerely,
Eric W. Kulz
Environmental
CC: File Copy
Central Files
DWQ 401 Wetlands Office
Chatham County
Raleigh Regional Office 1628 Mail Service Center phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-877-623-6748
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Projects: Scale: Figure 2- Soil Survey
8341.W1 VIM
Map
Project
Mgr.: SC Date:
8116/04 (Sheets F2, F3, G2 & G3)
Womble Property
Chatham County, NC
110241?5
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd. - Raleigh, NC 27614
[phone] - [phone]
Web Page: www.SandEC.com
Creekside
MAXIMUM POTENTIAL
IMPERVIOUS CALCULATION
Impervious
Lots Area Total
30 25,000 750,000 s.f.
30
Item Impervious
Area
1 Homesites 750,000 s.f.
2 Roadways 119,595 s.f.
3 Pump Station 4,153 s.f.
TOTAL IMPERVIOUS 873,748 s.f.
TOTAL TRACT AREA 161.84 acres
7,049,930 s.f.
IMPERVIOUS PERCENTAGE 12.4%
8/7/2006
P:\120 (Fonville-Swain)\120-15 (Womble East)\wetland impact\Siteimpervious.xis
SOIL & ENVIRONMENTAL (WNSULTANTS, PA
NC Division of Wafer Quality
I'nni U Iriv-?ir- Type I)atr, k(,Ierenre
12757 083120061 Invoice 08/31/06 8341.W2
001407
Check Number: 1407
Pates: 8/31/2006 Check Amt: $475.00
Balance Di sr,ount Pay Ali]OU1[1
$475.00 $0.00 $475.00