20080389 Ver 1_Application_20080303

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STATE of NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO TIPPETT
GOVERNOR SECRETARY
February 28, 2008
U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
Post Office Box 1890
Wilmington, North Carolina 28402-1890
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ATTENTION: Mr. Brad Shaver
NCDOT Coordinator
SUBJECT: Nationwide 14 Permit Application for Secondary Road Construction on SR
1513 (Pearlie Watkins Rd.), Pender County Project Number: 3C.071042 (DWQ
Permit Fee: $240)
Please find enclosed a PCN application from the North Carolina Department of Transportation
for a Nationwide 14 permit from the Army Corps of Engineers for the secondary road
improvement project on SR 1513 (Pearlie Watkins Rd) in Pender County. The scope of the
project will be to widen, grade, drain and base the 1.27 miles of existing unpaved road to current
NCDOT secondary road standards of 20 ft of travel lanes and 6 ft of earthen shoulders to improve
roadway safety and stability.
IMPACTS TO WATERS OF THE UNITED STATES
This project is located in the Cape Fear River Basin within USGS hydrologic unit 03030007
(subbasin 030623). The proposed project will include 0.091 acre of wetlands impacts for fill at
Wetland A and also 0.035 acre of wetlands for fill at Wetland B which was determined to be
isolated by USACE. Impacts to isolated Wetland B is authorized under the DWQ isolated
wetland GP 10,000. A total of 25 ft to an intermittent tributary to Northeast Cape Fear River (C
Sw) will be permanently impacted for the replacement of Pipe A located at Sta. 11+95. The
existing pipe at this location is a 24" x 37' RCP and will be replaced with a 30" x 50' CMP.
There will be an additional 11 ft of temporary impacts to this same tributary for the removal of
the existing pipe within the existing maintenance limits. The pipe location will be shifted to be
entirely within the right of way as depicted on the permit drawing.
A field meeting was held at this site with USACE representative Jennifer Frye and Ken Averitte
(DWQ) on May 31, 2007 to discuss these impacts. A jurisdictional determination was issued by
Jennifer Frye on October 22, 2007. There are no permanent or temporary utility impacts
proposed with this project.
124 Division Drive, Wilmington, NC 28401
PHONE: [phone]'124 FAX: [phone]

COMPENSATORY MITIGATION
The Department has avoided and minimized impacts to jurisdictional resources to the greatest
extent possible. The project was evaluated for on-site mitigation and it was determined that no
potential mitigation existed within the project limits. The unavoidable impacts to 0.091 acres of
of wetland at Wetland A and 25 ft of impacts to the intermittent stream at Pipe A will be offset by
compensatory mitigation provided by the Ecosystem Enhancement Program (EEP). The
Department will submit this compensatory mitigation request to EEP for acceptance in a quarterly
report and will provide a copy to the Wilmington District office for verification and accounting
purposes as requested.
NATURAL AND HISTORIC RESOURCES
FEDERALLY PROTECTED SPECIES
Species with the federal classification of Endangered, Threatened, Proposed Endangered and
Proposed Threatened are protected under provisions of Section 7 and Section 9 of the Endangered
Species Act of 1973 as amended (16 U.S.C. 1531 et seq.). The United States Fish and Wildlife
Service lists _ twelve federally protected species for Pender County which include American
alligator (Alligator missxssippiensis), Red-cockaded woodpecker (Picoides borealis), Cooley's
meadowrue (Thalictrum cooleyi), Golden sedge (Carex lutea), Rough-leaved loosestrife
(Lysimachia asperulaefolia) and American chaffseed (Schwalbea americana). A GIS and field
review has been conducted for these species and their habitat for this project and a determination
of "No Effect" for the listed species is recommended.
HISTORICAL RESOURCES
Pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on
Historic Preservations Regulations for Compliance with Section 106 codified at 296 CFR Part
800, this project has been reviewed and cleared for effects on historical and archeological
resources (see attachment).
REGULATORY APPROVAL
Section 404 Permit: The Department of Transportation is requesting to proceed under Nationwide
14 in accordance with 72 FR 11092, March 12, 2007.
Section 401 Permit: We are also requesting by copy of this letter issuance of the 401 Water
Quality Certification 3704 from the DWQ. We have provided a method of debiting $240 to be
submitted to the DWQ for processing the WQC permit request, as noted in the subject line of this
application.
If you have any questions or need additional information please contact feel free to contact me at
[phone].
Sincerely,
i~~~~
Mason Herndon
Division 3 DEO
MH:aw
124 Division Drive, Wilmington, NC 28401
PHONE: [phone] FAX: [phone]

CC:
w/attachments
Mr. David Wainwright, DWQ Raleigh (7 copies)
Mr. Ken Averitte, DWQ Fayetteville (1 copy)
124 Division Drive, Wilmington, NC 28401
PHONE: [phone] FAX: [phone]

O~Ce Use Only: Form version March OS
~ USACE Action ID No DWQ No. (7~03~ ~
rrf any narfic„tar;rem ;c not applicable to this nrolect, please enter "Not Applicable" or "N/A".)
L 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 14
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:
S. 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: H Allen Pope P E Division 3 Engineer
Mailing Address: North Carolina Department of Transportation
124 Division Dr.
Wilmin~,ton, N C 28401
Telephone Number: 1910) 251-5724
E-mail Address:
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: Mason Herndon
Company Affiliation: Division 3 Environmental Officer
Mailing Address: North Carolina Department of Transportation
124 Division Dr.
Wilmington N C 28401
Telephone Number: [phone] fax Number: (910251- 5727
E-mail Address: mherndon(cr~dot state nc us
Fax Number: 1910) 251- 5727
Updated 11/1/2005
Page 5 of 12

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps acid 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: SR 1513 (Pearlie Watkins Rdl
5
2. T.I.P. Project Number or State Project Number (NCDOT Only): 3C.071042
3. Property Identification Number (Tax PIN}:
4. Location
County: Pender Nearest Town: Burgaw
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): From I-40 Exit 398 travel
north on NC 53 for 1.7 miles. Turn right on SR 1512 (Whitestocking Rd} and continue for
1.7 miles. SR 1513 will be on the right
Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): See attached sheet °N
6. Property size (acres): N/A
7. Name of nearest receiving body of water: Northeast Cape Fear River
8. River Basin: Cape Fear
(Note -this must be one of North Carolina's seventeen designated major river basins. The.
River Basin map is available at http;//h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing unpaved secondary road is bordered by residential
forested and silvicultural areas.
attach a sheet that
°W
Updated 11/1/2005
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used:
To widen grade drain and base the existi~ road to NCDOT secondary road standards
to 20 ft of travel lanes and 6 ft shoulders usirlg_standard road construction eauipment.
11. Explain the purpose of the proposed work: To improve the existing roadway by brin ink it
up to NCDOT standards to provide a better and safer roadway for residents.
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.N/A
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 additional permit requests are antic~ated at this time
VL 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,
permanent and temporary, must be listed, and must be labeled and- clearly identifiable ol~ 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: Impacts will include 0.091 acre
of fill in wetlands at Wetland A and 25 feet of permanent intermittent stream impacts at Pipe A
(Sta 11+95) In addition. there will be 11 ft of temporary impacts at the inlet end of Pipe A for the
removal of the existin,~~ pipe Also there will be 0 035 acre of fill at isolated Wetland B.
Updated 11/1/2005
Page 7 of 12

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

Site Number
(indicate on map)

Type of Impact Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100 year
Floodplain

( es/no) Distance to
Nearest
Stream

linear feet) Area of
Impact
(acres)
A fill forested No adjacent 0.091

Total Wetland Impact (acres) 0.091
3. List the total acreage (estimated) of all existing wetlands on the property:N/A
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 Im ct (linear feet) (acres)
Pipe A UT NE Cape Fear pipe Intermittent 2 25 0.0011
Pipe A - Excavation/
TEMPORARY UT NE Cape Fear removal of existing Intermittent 2 11 0.0005
IMPACTS i e

Total Stream Impact (by length and acreage) 36 0.0016
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, dred in , floodin , draina e, bulkheads, etc.
Open Water Impact
Site Number

(indicate qn ma)
Name of Waterbody
(if applicable)
T e of Im act
~ p Type of Waterbody
lake on es
( ~ p ~ t~'~ ~~~ bay,
ocean, etc.) Area of

Impact
(acres)
N/A N/A N/A N/A N/A

Total Open Water Impact (acres) N/A
Updated 11/1/2005
Page 8 of 12

6. List the cu
,~~+;~,a imr~art to all Waters of the U.S. reSUltlriu from the project:
Stream Im act acres): 0.0011
Wetland Im act acres): 0.091
O en Water Im act acres): N/A
Total Im act to Waters of the U.S. (acres) 0.0921
Total Stream Im act (linear feet): 25
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.
Impacts ffilll at isolated Wetland B will be 0 035 acre
8. Pond Creation NIA
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): 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: 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
ftnancial 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 developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Shoulder slo es have beereduced to 3:1. There will be no new ditches constructed in
wetland areas. Strict enforcement of sedimentation and erosion control BMPs will be enforced.
VIQ. Mitigation
~WQ - 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.
Updated 11/1/2005
Page 9 of 12

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.
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
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
On-site mitigation was evaluated but not feasible
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://h2o.enr.state.nc.uslwrp/index.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): N/A
Amount of buffer mitigation requested (square feet): NIA
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-rip~l-ian wetland mitigation requested (acres}: 0.091
Amount of Coastal wetland mitigation requested (acres): N/A
Updated 11/1/2005
Page 10 of 12

IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federaUstate) land? Yes ® No ^
2. If yes, does the project require ~reparatian 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
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 ^
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 ar 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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 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)? N/A Yes ^ No
2.
Zone* Impact
(s uare feet) Multiplier Required
Miti anon
1 3 (2 for Catawba)
2 1.5
Total N/A N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 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 2B .0242 or .0244, or .0260.
N/A
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 multi tiers.
Updated 11/1/2005
Page 11 of 12

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.
Strict implementation of Sedimentation and Erosion Control BMPs will be enforced durin~_
construction to protect wetlands and waters of U. S
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.
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)
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:
This project is one which qualifies as a minimum criteria category 12i) under 19A NCAC 2F
.0102. As such. the project is in a category of projects that add either no or a minor amount of
new impervious surface directly indirectly, or cumulatively Consequently the project will not
result in cumulative impacts that cause or will cause a violation of downstream water quality! _
standards.
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).
N/A
--Z~-C~
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 12 of 12

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2007-03405-071 County: Pender U.S.G.S. Quad: Stag Park
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: NC Department of Transportation: Highway Division 3
Address: Attn• Mr. H. Allen Pope, Division Engineer
124 Division Drive
Wilmington, North Carolina 28401
Telephone No.: 910-251-5724
Property description:
Size (acres) appx. g Nearest Town Burgaw
Nearest Waterway UT to Northeast Cape Fear River Basin Northeast Cape Fear
USGS HUC 03030007 Coordinates N 34.58667 W 77.8538
Location description The project area is a 60-foot right-of-way along 1 2 miles of existing NCSR 1513 (Pearlie
Watkins Road) south of NC Highway 53 in adjacent wetlands and unnamed tributaries to the NE Cape Fear Rrver
northeast of Burgaw, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there maybe wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered fmal, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination maybe relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
X The waters of the U.S. including wetland on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
_ The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on .Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination maybe relied upon for a period not to exceed five years from the date of this
notification.

X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wihnington, NC at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Jennifer Frve at 910-251-4923.
C. Basis For Determination
This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation Manual and is adjacent to an
unnamed tributarv to the Northeast Cape Fear River, a Navigable Water of the U.S. This site also contains a
waterbody that exhibits an ordinary high water mark and is a tributarv to the Northeast Cape Fear River, This
determination is based on information submitted by NCDOT/Division 3 and a site visit by Jennifer Frve on 5/31/2007 .
D. Remarks
Please be aware that this property contains non-jurisdictional, isolated wetlands. Please contact the North Carolina
Division of Water Quality at [phone] to discuss the State's regulations and requirements for these waters. It was
determined that these wetlands are not bordering, neighboring or contiguous with any Section 404 jurisdictional
waters.
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn:Jennifer Frye, Project Manager,
Wihmington Regulatory Field Office
Post Office Box 1890
Wilmington, North Carolina 28402-1890
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 12/22/2007.
* *It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official: ~/
Date 10/22/2007 Expiration Date 10/22/2012
Action Id. SAW-2007-03405-071
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit
http://www.saw.usace.army.miUWETLANDS/index.html to complete the survey online.
Copy furnished:
Mr. Ken Averitte, DENR-DWQ, FRO, 225 Green Street, Suite 714, Fayetteville, NC 28301-5043
Mr. Mason Herndon, DOT Division Office, Highway Division 3, 124 Division Drive, Wilmington, NC
28401

~a x
#~ i v ~~ ~ ~. -.,~ L ., 7 ~ -
n ~}. ~~~~~~~~~~~1 zF i~t~~~~ ~ '~~~'121:QUCST FOR~~PPL~aL ~ ;
Applicant: NCDOT/Highway Division 3 File Number: SAW-2007-
03405-071
Attached is:
INITIAL PROFFERED PERMIT (Standard Permit or Letter of
PROFFERED PERMIT (Standard Permit or Letter of perm:
PERMIT DENIAL
APPROVED JURISDICTIONAL DETERMINATION
PRELIMINARY JURISDICTIONAL DETERMINATION
~ , a f - ~r .y. r'
~ i
Date: 10/22/2007
See Section below
A
B
C
D
E
SLC"hIC~N I - "1'he follo~~~in~;idcntifies your rights and options regarding an administrati~~e appeal of tlic about.
decision. Additional information n~avbe found al htt ~:!/~~~~~~%.usace.armv.mil/inetlfunctions!cw/cec~~-oh~e~ or
Corps rc<~ulations at 33 Cl'R Part 331. ~ _ --
A: INITIAL PROFFERED PERMIT: You may acceptor object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the, district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SI?CT10N 11 = RTQUF_,ST 1~'OR .~IPPL~~L'or OBJECTIONS TO t~N INITI~IT PROrFL}Z1:D PTR~"11T
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OP CON"PACT FOR QUESTIONS OK INFORMATION:

If you have questions regarding this decision _ _ _
If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
District Engineer, Wilmington Regulatory Division Mr. Mike Bell, Administrative Appeal Review Officer
Attn:Jennifer Frye, Project Manager, CESAD-ET-CO-R
Wilmington Regulatory Field Office U.S. Army Corps of Engineers, South Atlantic Division
Post Office Box 1890
Wilmington, North Carolina 28402-1890 60 Forsyth Street, Room 9M 15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits and approved Jurisdictional Determinations send this
form to:
District Engineer, Wilmington Regulatory Division, Attn:Jennifer Frye, Project Manager,
Wilmington Regulatory Field Office, PO Box 1890, Wilmington, North Carolina 28402-1890
For Permit denials and Proffered Permits send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Mike Bell,
Administrative Appeal Officer, CESAD-ET-CO-R, 60 Forsyth Street, Room 9M15, Atlanta,
Georgia 30303-8801

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SLwiMARY TABLE FOR NCDOT DLVISiON 3 PROJECTS. ~' "•
f
PENDER. COUNTY ~ -~ - .-- .
. ~'.~ ~. -.. ,. i ,..
r~ i.2.1~ (1 ~ ~ D~
- -.. -
FEDERAL ER A,rbxm. Architect. Max. It(lW and Lsagt6 USFWS PRO °'P
ACT10fY Number I Survey Sunny ~ De.4cripilnn ROVV NUAiBEB
uirrd Wfed
US~CE ~ 1~ ~ Grade, pr~tn, Base, 2md Pave on 60 ft of ROW. No 30.071042 SR 1513 Pearlie
1 " Regauos ~tideaing up to dOR on either sde of Watkins Rd -From the
~ ,~ ~ ~~ ~~ ~ ~ e~ng road. Project length is 1.27 mi. intorsectinn of SR
t!~ l 512 in a so€itherty
1 t ~ f ~5 S~~ direclion for 1.27 mi.
t- rz c~
ei- ~~~~
~o~
Please return or fez completed form t4: ~~~1~~~
>l4ason Herndon
Division 3 En«ronrnevtal Supervisor
124 Division Dr.
Wilmington, NC 28401
Fax:[phone]
RETURN TU pgA
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...................................pIT..C.H_ ....................~ I
PIPE " A -' ______'
Existing 24' x 37 f t RCP
Proposed 30" x 50 f t CMP
. _... _ ._._.~__.~,....,.,,, ,~.,n mica/2008 04:06:28 PM
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ABBREVIATONS USED
TIEDOWN FROM EPK TO SPK EPK EXISTING P&K NAIL
OVER 42" CMP CULVERT NQTE TO MAINTENANCE UNITo SPK SET P&K NAIL
S 86° m2' 59' E 373.59' ~°~ ~ ECM EXISTING CONCRETE MONUMENT
ROAD IS TO BE RELOCATED
EPK ^
INTO CENTER OF RIGHT OF WAY
zz EIR EXISTING IRON REBAR
I ° R/w RIGHT OF WAY
I , ~ S. D. SIGHT DISTANCE
I rI ~ PP POWER POLE
I ~'~
~ GUY GUY WIRE ANCHOR
~~~, o '~, R/W 0+14.D6 TP TELEPHONE PEDESTAL

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VI~~N~~l[[°~Y ~A1~
NOTEo ALL R/W
HAS BEEN ACQUIRED
AS SHOWN ON THIS MAP.
Date By
a~®se~~n ~. ~~3n>roe~°uDn~>m
~~ ~~~, ~~ ~~~ WETLANLLD AREA7S MAP
O SEE ADDENDUM 1 FOR GPOSVCOODRDINO TES OF WETLAND FLAGS.
REVISIONS
Changes
11/06/06 KAA CORRECTED 4 ERRORS IN OFFSETS AT CUL-DE-SAC.
10/02/06 KAA DELETED CURVE C7 REVISED AND CHANGED CURVE CS REVISED AT REQUEST OF THE
OWNER OF PARCEL 2. THIS RESULTED IN AN EQUATION AT THE NEW PT OF CURVE C6.
09/07/06 KAA REVISED ALIGNMENT FROM PT OF CURVE CI TO PI- NO CURVE NEAR END. ALL CURVES
CHANGED WITH THE EXCEPTION OF CURVE CI. CURVE C5 WAS DELETED AND CURVE CIIWAI
ADDED. THE EQUATION WAS REMOVED AND THE WHOLE ALIGNMENT WAS RESTATIONED DUE
TO THE NUMBEROUS CHANGES, THREE (3)POWER POLES ARE NOW LOCATED OUTSIDE THE
R/W, THESE REVISIONS WERE MADE AT THE REQUEST OF THE OWNER OF PARCEL 2.
06/15/06 KAA REVISED CURVE C5 AND DELETED CURVE C6 WHICH RESULTED IN AN EQUATION AT THE
PC OF CURVE C7, THIS WAS IN ORDER TO MOVE THE RIGHT OF WAY FURTHER FROM THE
FENCE AND GATE AT THE DOG PENS. ADDED PARCEL NUMBERS.
SEE SHEET 5 FOR TYPICAL SECTION.
SEE SHEET 6 FOR PROPOSED PIPE SCHEDULE.
SECONDARY ROAD SURVEY
SR 1513 'PEARLIE WATKINS ROAD"
FROM SR f512 WHITESTOCKING ROAD SOUTHWESTERLY
FOR 6,696,46 FT (1.27 MILES) TO PROPOSED CUL-DE-SAC
Date: 02-27-2006 Survey by;B,D,Davis
Scale: I' = 60' Drawn by: K.A. Arriola
Burgaw Township, Pender County MAP~349-P sneer t of t

NOTE TO MAINTENANCE UNITo
ROAD IS TO BE RELOCATED
INTO CENTER OF RIGHT OF WAY.
o~
~~~ _
~o
~Q
zz
CURVE C2 REVISED DATA
PI STR 17 65°96
~= 29° 1C' 26" RT
= D = D6 ° DD' DC ~~
R = 954,93'
~ = 486.23'
T = 248.51'
C = 481°D`
E = 31°81`
~~~d~~ ~~~>me~~~~ ~~®®~s, T~~s~~~

~~ ~vD~~y ~~ 1Lcd~
PC Sto 8+58.38
~ PROPOSED G~' R/W
PC Sto 1587.45
PT Sto l2f32.97 15 i __--~-
1,' "~
~8, , "
Curve C2 Revised
8~ '"
2 ~"
WA14~WA13 ~~n E t, ~ " /
WETLAND AREA "A" STAB .16, ~- '. -- --
Curve CI WA2
No Change WA~' ~ •
/O WA4
•-.,,~ WA5
_~ ~~ 1 _ ~" WA '
___ -1_-_--I----- -- 1 -
17
s --"
J~~ y RQP~ 8E~ ~~~na~~~ ~~~xue~anns~ ~~°®®~s, ~u°aas~ee
z ~ ,, ~U.
Zq, S
ALT , lldllD JL~B~~y ll ~ ll~~
._ ._' -- - - ...-. T,-.
••••....•.•. _' - - -.`'_ - - PART
...._.•
- _ olTCN_--...-. - - - - - _ - _ _ - -
PIPE "A"
CURVE C1 DATA
PI STA 1D~5m.28
x ~= 3D° 39' 38" LT
D = D8° 11' D6.4"
= R = 7m~.Dm'
L = 374.59'
T = 191°9m'
C = 37.14'
E = 25.83'
0

NOTEa ALL R/W
HAS BEEN ACQUIRED
AS SHOWN ON THIS MAP.
Ganges
SEE SHEET 1 FOR REVISION HISTORY.
WETLAND AREAS MAP
06-07-07
SECONDARY ROAD SURVEY
SR 1513 "PEARLIE WATKINS ROAD"
FROM SR 1512 INHITESTOCKING ROAD SOUTHWESTERLY
FOR 6,696.46 FT 11.27 MILE51 TO PROPOSED CUL-DE-SAC
Date: 02-27-2006 Survey by: B.D. Dav1s
Scale: I' = 60' Drown by: K.A, Arriola
Burgaw Township, Fender County MAPtt399~P sn~~t z or ~
®sep~e ~. ~~~¢ae~°~vt~n
~llL d l~Jy ~`~ b~~
O
______ ~ -

CURVE
C2 REVISED DATA
CURVE C3 REVISED DATA CURVE C4
REVISED DATA
PI STA 17 65.96 PI STA 23#97°6D
PI
STA 28{65°9D
M ~= 29° 1m` 26" RT ~ ~= C2° 33' 15" LT ~ ~= PJ7° 18' 21" RT
= D = ~6° mm' D0" ~ D = D1° UD' CD" ~D = U3° Cm' CU"
R = 954°93' R = 50729°58' R = 1<9C9,86'
L = 486.23' O L = 255°42' L = 243 ° 53'
T = 248.51 ' PT Sto 20+03.68 T = 127 ° 73' T = 121
93'
C = 481 ° 0 ` ~~n~~~ ~~nne~~an ~~°oaks, ~~ans~ee C = 255.4' C °
= 243°36'
E = 31.81` E= 1°42'
>un~er ~~ne ~sn~re ~. ~r®®ks N.~. ~i°IDSE E = 3°89`
+ ~JLL laD~~y 1 ~ A~~ ^~
~~OJ _
._a_,.-
...-...
22' - 2q' SOIL ROAD BED ` .. 2
...•------------------- PC Sta 22+69.87
-- + -- -l___ .~.
OP3 ~' , ~~
PT Sto 25+25.29
,S ~ ~ 53' 42„ ~''-~.~, , Curve C 3
Curve C2 Revised ~ ~ ~~~~, Revised PC Sto 27f43.97
~.266.lg%
,__( 25
PROPOSED 6~' R/W ~~~ -
-1
___ _ - _~
~~rd~>P~ ~~>m~e>ru>m~n ~~°®®~s9 ~rans~ee _'' 1 S' ~9°20 27" ~/ DP5
_,~'••---.- 2{8.68,` _ y ~
JU~1LJ1 ~L~VY'lYy ll ~ 1L~`V
O
----_-_____ CUI"Ve C4
-------- ______ Revised
1Ll~1LY A 17Jy ll ~ ~~51
O WETLAND AREAS MAP
06-07-07
NOTEo ALL R/W
HAS BEEN ACQUIRED
AS SHOWN ON THIS MAP°
NOTE TO MAINTENANCE UNITo SECONDARY ROAD SURVEY
ROAD IS TQ BE RELOCATED SR 1513 "PEARLIE WATKINS ROAD"
INTO CENTER OF RIGHT OF WAY° Revisions FROM SR 1512 WHITESTOCKING ROAD SOUTHWESTERLY
Date eY cnor,9as FOR 6,696.46 FT (1.27 MILESI TO PROPOSED CUL-DE-SAC
SEE SHEET i FOR REVISION HISTORY, Dote: 02-27-2006 Survey by: B.D.Davls
Scale: I' = 60' Drawn by, K.A. Arriola
Burgaw Township, Pender County MAP#349~P sn~ec 3 of 7

~i
~an~rs ~anner¢nan ~roo~sy ~raesEee ~
PT St0 29+87.5Q v>ts~er ~~Oe ~an~ra I$. ~roo~s ~.~° `~rans~ ~
~~@@ ,[ ~~++ qq O ~,.~ I
~llll ~~~V-y ~'lp ~vD~ CCU _
~C~ ~~
O Za II
__\ 1
- `~~~, ~ ~orbe£E ~'ar~ing ~oern~anry
• _
_ ~~
.. _
Curve C4 • t3•---_-_._... 4' •-. ~~ 3
~ soy •RO•D ~ ~ I
Revised `• a eep•• \~ ~
•._ ~ \
3t7+13.73 \
54.m9' RT ° p ••• ~ ~ DO NOT DISTURB
~~J s
- - - - CaTE ~' /6,38' dose }- ~< ~annerunan ~ MONUMENTI
------fit------~--- _ ~ ~ 4 34+39.94 ~
DOG PENS - - - - - - 8 ~ 3m.mm' LT ~
82826 _ I
~ ECM 36+26.33
GATE FENCE ~~~ --~3 -_____ --
3a+59.73 ' ~ , L S - 73.88' LT
3D+34.57 44.02'RT 31+85.07 '~
47.0m' RT 30.0!7' RT ~' ~ 2 ~- 36+48.29
CURVE c4 ~~ o ~
30.00' LT
REVISED DATA \\~~~ ~
Pi STA 2865.9D ~~~~
~= D7° 18' 21" RT ~~
D = D3° Dm' DD~~ ~~
R = 1s9D9.86'
~oseps~n ~.I~aB~ner~Bnan
L = 243,53' ~~
T = 121 ° 93' ~~ ~~~,1P~x X54 \\L S /6°
,38,
C = 243.3E' PROPOSED 6~' R/W
E = 3°89' 2 ~ ~ 48 w
• ~•
36+78.36
3D.Dm' RT
CURUES C59 C69 AID C7
HAUE BEEEI DE~ETEDo
NOTE TO MAINTENANCE UNITe
ROAD IS TO BE RELOCATED
INTO CENTER OF RIGHT OF WAYo
NOTEo ALL
HAS BEEN
AS SHOWN
R/W
ACQUIRED
ON THIS MAPo
WETLAND AREAS
06-07-07
rcevisions
Date By Ganges
SEE SHEET 1 FOR REVISION HISTORY
I
I
I
I
3
'o
~~or~eEE ~°arDning ~o.
MAP ~~ ~~ ~~~9 ~~ ~~~
I
SECONDARY ROAD SURVEY
SR 1513 "PEARLIE WATKINS ROAD"
FROM SR 1512 WHITESTOCKING ROAD SOUTHWESTERLY
FOR 6,696.46 FT 11.27 MILES) TO PROPOSED CUL-DE-SAC
Date: 02-27-2006 Survey by: B.D. Davis
Sccle; I' = 60' Drawn by: K.A. Arriolo
Burgow Township, Pender County MAP"349-P sneer a or ~

60' Right of Way
7' 7' 6' 20' 6- T 7'
Ditch Ditch 5houlde Proposed Pavement shoulder D itch Ditch
I
~~q' pe
r ft.
ft. i ~~a' P
~
~
p'/fit. 1"/ft

Slope
2'! .
3;l S~oDe
2:I i 3:1
~
~ ~ I 3:ISLOPES IN

T
I
FILL SECTIONS
TYPICAL SECTION

With ACSC and aBC ~~~.
ACSC
~
~

ABC

REVISED
CURVE C8 REVISED DATA
PAVEMENT SCHEDULE
PROPOSED APPRDX,I-1/2 INCHES ASPH.CONCRETE
SURFACE COURSE, TYPE SF 9.5F1, AT AN AVG. RATE
OF 158 LBS. PER S0. YD.
JY PROPOSED 6 INCHES AGGREGATE BASE COl1R5E
OT EARTH MATERIAL
PI
M Q =
=D
R
C
PC Sto 38f/5.76 E
STA 4m~31,69
41° 18' D3" LT
1D' Dm' mm~~
572, 96' PT Sto 42+28.77 BK
413 ° m 1 ' = PT Sto 42f54.94 AH
215°94'
4m4° 12' EQUATION
39.34'
^~
~~~
~^
c~Q
ZZ
PC Sto 46+26J2
~®~b~~E Fa~~1~~ C~~~~>~~
n ~ .--
;,.
Revised \
Curve C8
Revised ''~
1 , ~'.
~~\` i `y%
~ \ ` _ I ~ / ~
'/ i
RoPO 0~~'~,,i -'~; ~
2A' Sa~~ ~.' 3~ ~ J a
j, ~2~, 39
-~~- 5
. ~'~ -'
~m~b~E~ F~~~1~,~ C®>®®~,p~~~
®~ eUaUby ~~ ~J~
O
CURVE C9
REVISED DATA
PI STA 47 67°17
x ~= 14' 49' 15" RT
D = D5° 17' DD"
R = 14084°48'
L = 28.52'
T = 141. D5'
C = 279.74'
E=9,13'
PERT
~,~
WB14 V`T
i~ ~
i ' O~
,ice,
~ WB15
,/
.•~
~ WB10
..~ .
/ Curve C9
Revised
WETLAND AREA "B"
PROPOSED 60' R/W
WETLAND AREAS MAP
ob-o~-o~
SECONDARY ROAD SURVEY
NOTE TO MAINTENANCE UNITo NOTEo ALL R/W
ROAD IS TO BE RELOCATED HAS BEEN ACQUIRED
INTO CENTER OF RIGHT OF WAY. AS SHOWN ON THIS MAP°
Date ~ By I Changes
SEE SHEET ] FOR REVISION HISTORY.
SR 1513 "PEARLIE WATKINS ROAD'
FROM SR 1512 WHITESTOCKING ROAD SOUTHWESTERLY
FOR 6,696.46 FT (1.27 MILESI TO PROPOSED CUL-DE-SAC
Date; 02-27-2006 Survey by: B.D.Dovis
Scale: I' = 60' Drawn by: K.A. Arriola
Burgcw Township,Pender County MAPtt349-P SheecS of ~

NOTE TO MAINTENANCE UNITo
ROAD IS TO BE RELOCATED
INTO CENTER OF RIGHT OF WAY"
CURVE Clm
REVISED DATA
PI STA 5t~J~23°83
M 4= 04° 19' 26" RT
D = m1' 5t~J' 44"
R = 3"1m4.34'
L = 234.27'
T = 117.19'
C = 234.22'
E = 2.21'
PCC Sto 49f06.64
Tan Brg =
S 09' S0' 00" E
PRC Sto 5/ f4D.91
Tan Brg =
S 05' 30' 34" E
Curve CII
o~,,
~~~ _
~~
UQ
ZZ
0
~®rbeE~ ~'gqarmrppi7ng ~qq®rn~an~
~~ aD~~y Jf"~ iD~®
PT Sto 53 (08.99
PIPE "C'
~~
. o.
PCL7 ~'° ,~ ~_.
pp BED ~~'
_ _~ - 1,159.04,
_1~--~_-S Og° 25" 16 E
S~ _ _ _;
................. _ t _ _ _ _
-.._ _ _
o,~~N ------------------------------- -..--.....-
P
- "- - _ 1,.
-' ~ aa9es
Curve CIO Revised
PIPE "B"
PIPE SCHEDULE
EXISTING PIPE PROPOSED PIPE
PIPE STATION SIZE LENGTH SIZE LENGTH COMMENTS
A 11+95 24' RCP 37' 3D" CMP 50'
B 48+46 36" CMP 40' 48° CMP 58'
C 57+55 30" RCP 33' 42" CMP 58'
D 65+33 48" CMP 40' 60"CMP 5D'
~
~
f
®rbe~~ ~'a~`-rnr ing ~~ma~a~y
D~ 35~91P~ ~~~
CURVE C11 DATA
PI STA 5224.98
" ~= C3° 54' 42" LT
D = 02° 19' 38"
R = 29 461.86'
L = 168. C8'
=T = 84. U7'
C = 168. C4'
E = 1.43'
PROPOSED 60' R/W
NOTED ALL R/W
HAS BEEN ACQUIRED
AS SHOWN ON THIS MAP.
WETLAND AREAS MAP
06-07-07
' SECONDARY ROAD SURVEY
SR 1513 "PEARLIE WATKINS ROAD' ~
i
Revisions FROM SR 1512 WHTESTOCKING ROAD SOUTHWESTERLY
Date ey 'p cna~9es FOR 6,696.46 FT (L27 MILES) TO PROPOSED CUL-DE-SAC
Dote: 02-27-2006 Survey by:6.D. Dovis
SEE SHEET l FOR REVISION HISTORY. Srrr, ~- f.0' ,~~, ~~~ . ~ ~...~.