20030723 Ver 1_COMPLETE FILE_20030613

W Q T
OHO ?QG Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
??- Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
November 24, 2003
Mr. Steve Vicknair
Cherokee County Airport Commission
P.O. Box 220
Murphy, NC 28906
Dear Mr. Vicknair:
RE: Approval of Stormwater and Stream Mitigation Plan
Andrews-Murphy Airport Runway/Taxiway Extension and Safety Area
Cherokee County
DWQ # 03-0723; US ACE Action ID No. 200320952
Staff of the Division of Water Quality have reviewed your plans for stormwater
management (dated November 13, 2003 and November 13, 2003) and the stream mitigation
plan ("Stream Restoration Project - Ricket Branch" dated June 2003, Revised November 2003)
both prepared by the LPA Group. These plans are acceptable to the Division of Water Quality in
meeting the conditions of the 401 Water Quality Certification issued to you on October 28, 2003
(Certification Number 3444). Please be aware that all other conditions of the Certification are
still applicable to this project.
I can be reached at 919-733-9646 if you have any questions.
SirlcW.ely yours,
n
Cc: Gordon Murphy, LPA Group, 7 0 H ger St., P.O. o 5805. Columbia, SC 29250
Joshua Johnson, LPA Group, Albert Pick Rod, Suite 302, Greensboro, NC 27409
Kevin Barnett, DWQ Asheville Regional Office
David Baker, Asheville Field Office US Army Corps of Engineers
File copy
Central Files
i'
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 [phone]
FA
Customer Service
1-877-623-6748
WA Michael F. Easley, Governor

OCR QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
` Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality

Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard; Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To: 66-y? M,
Company: r-`7 a J O
Number of pages including cover sheet:
Notes or special instructions:
CU
Fax #: 863
Date: I 2

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
bbb,
Stream Restoration Project
Rickets Branch
Andrews-Murphy Airport
24 November, 2003
John, I'm OK with the issuance of the 401 on this project with the following conditions. L91?
• The upstream tie-in culvert be partially buried to allow for passage of aquatic animals and that there be some sort of energy dissipater placed at the end of the culvert. / • There should not be any direct discharge of stormwater runoff from airport activities. OL
• DWQ needs to approve the reference reach used for design (I called and talked with Kevin Barnnett,
he hasn't seen the reference but thinks that Mike Parker has, but this kind of condition will ensure that
this gets done.
(Vv? 1
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THE LPA GROUP INCORPORATED
EJO
Transportation Consultants
700 HUGER STREET ¦ P. O. BOX 5805 ¦ COLUMBIA, SC 29250 ¦ 803-254-2211 ¦ FAX [phone]
November 14, 2003
VIA FEDEX
Mr. John Dorney
N.C. Division of Water Quality
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
SUBJECT: Andrews-Murphy Airport WETLANDS/ 401 GROUP
Cherokee County, North Carolina
DWQ# 03-0723 NO V 7 2003
USACE Action ID. No. 200330952 WATER
QUALITY SECTION
Dear Mr. Dorney:
Per Condition 5 of the Conditions of Certification contained in the Section 401 Water Quality
Certification issued for the above referenced project, please find enclosed one copy of the final
stream mitigation plan for your review.
If you have any questions or require additional information, please do not hesitate to contact me at
[phone].
Sin rely,
Gordon Murphy
Senior Environmental Scientist
enclosure
cc: Mr. Dave Baker, USACE, w/enclosure VIA FEDEX
Mr. Kevin Barnett, DWQ, w/enclosure VIA FEDEX
Mr. Steve Vicknair, Andrews-Murphy Airport, w/o enclosure
Mr. Jeff Kirby, LPA, w/ enclosure
ATLANTA ¦ BATON ROUGE ¦ CHARLESTON ¦ CHARLOTTE ¦ COLUMBIA ¦ GREENSBORO ¦ GULFPORT ¦ JACKSONVILLE
KNOXVILLE ¦ LITTLE ROCK ¦ MOBILE ¦ ORLANDO ¦ RALEIGH ¦ RICHMOND ¦ SARASOTA ¦ TALLAHASSEE ¦ TAMPA ¦ WEST PALM BEACH

1

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Stream Restoration Project
Ricket Branch
Andrews-Murphy Airport
Cherokee County, North Carolina
' U.S. Army Corps of Engineers Action ID #200330952
North Carolina Division of Water Quality Project No. 03-0723
Prepared By:
THE
LPA
' GROUP

June 2003
Revised: November 2003

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Stream Restoration Project
Ricket Branch
Andrews-Murphy Airport
Cherokee County, North Carolina
Prepared For:
Andrews-Murphy Airport
June 2003
Revised: November 2003
Prepared By THE LPA GROUP INCORPORATED
I JZL 41vt . -
Steve Swygert, P
Project Manager
ll
JhOAV-DA
Shanna Niswonger, E.I.T.
Hydraulic Engineer
Ricket Branch Stream Restoration
ii THE LPA GROUP INCORPORATED

Executive Summary
The project site is located at the Andrews-Murphy Airport in Cherokee County, North
Carolina. Ricket Branch currently flows through an 8 ft x 3 ft box culvert under U.S.
Business Route 19 (SR 1428) onto the airport property. Beginning approximately four-
hundred and seventy (470) feet downstream of U.S. Business Route 19, the natural
channel will be impacted by the construction of a safety-overrun area, in conjunction with
a proposed runway extension. The stream will pass under the safety-overrun area
through proposed 480 ft long, double 47" x 71" bituminous coated L.S. pipe arch
culverts.
Restoration work will consist of restoring 2566 linear feet of stream downstream of the
safety-overrun area. This section being restored downstream has been previously
channelized into a straight trapezoidal ditch.
The existing stream immediately downstream of the U.S. Business Route 19 box culvert
is classified as a Rosgen C-4 stream type. The existing floodplain is currently in pasture,
and has very little natural vegetation remaining except for a few large trees on the banks.
The proposed stream restoration is based on natural channel design principles and is
intended to convert an altered stream corridor to its natural state.

1

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I Ricket Branch Stream Restoration iii THE LPA GROUP INCORPORATED

Table of Contents
1. BACKGROUND
1.1. Project Description
1.2. Project Objectives
1.3. Watershed Characteristics
1.4. Mitigation Summary
2. EXISTING CONDITIONS SURVEY
2.1. Overview of Surveyed Reach
2.2. Riffle Cross-Section
2.3. Pool Cross-Section
2.4. Longitudinal Profile
2.5. Pebble Count
2.6. Stream Classification Form
3. BANKFULL STAGE VERIFICATION
3.1. Bankfull Hydraulic Geometry Relationships (Regional Curves)
3.2. Bankfull Verification
4. REFERENCE REACH ANALYSIS
u

5. NATURAL CHANNEL DESIGN
5.1. Morphological Measurement Table
5.2. Natural Channel Design Form
5.3. Riparian Buffer Preservation
5.4. Riparian Buffer Planting Plan
6. SEDIMENT TRANSPORT ANALYSIS
6.1. Background
6.2. Competency Analysis
7. MONTIORING AND EVALUATION
7.1. Cross sections
7.2. Pattern
7.3. Materials
7.4. Longitudinal Profiles
7.5. Bank Erosion Estimates
7.6. Photo Reference Sites
7.7. Survival Plots
7.8. Benthic Macroinvertebrate Monitoring
8. REFERENCES
Ricket Branch Stream Restoration iv THE LPA GROUP INCORPORATED

Appendix 1 - Surveyed Reach from Ricket Branch Data
Appendix 2 - Reference Reach Data
Appendix 3 - Sample Conservation Easement

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I Ricket Branch Stream Restoration v THE LPA GROUP INCORPORATED

I 1 BACKGROUND
1.1 Project Description
The restoration project is located at the Andrews-Murphy Airport in Cherokee County,
North Carolina. Ricket Branch will be impacted by the construction of a safety-overrun
area, in conjunction with a proposed runway extension. Beginning approximately four
' hundred and seventy (470) feet downstream of U.S. Business Route 19, the natural
channel will be covered by the safety-overrun. Ricket Branch will be conveyed under the
safety-overrun area through proposed 480 ft long, double 47" x 71" bituminous coated
L.S. pipe arch culverts.
Restoration work will consist of restoring 2566 linear feet of stream downstream of the
safety-overun area. The section being restored downstream has been previously
channelized into a straight trapezoidal ditch.
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Figure 1.1 Location Map

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Figure 1.2 Site Map
1 Ricket Branch Stream Restoration I-1 THE LPA GROUP INCORPORATED

1.2 Project Objectives
' The o bjectives of the restoration project are to:
1. Minimize the impact of the safety-overrun area to the natural function of Ricket
Branch.
2. Create a natural, stable channel along the new stream reach.
3. Restore the previously altered section of Ricket Branch to a naturally functioning
' and stable condition.
4. Improve the natural aesthetics of the stream corridor.
5. Obtain mitigation credit for unavoidable impacts.
6. Provide protection of a vegetated buffer along a portion of the restored stream
through the establishment of a conservation easement or deed restriction.

1

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Ricket Branch Stream Restoration 1-2 THE LPA GROUP INCORPORATED
i
1.3 Watershed Characteristics
The project site is located in Cherokee County in the Mountain physiographic region of
North Carolina. Land use in the watershed is a mixture of forested land in the upper
reaches and predominately cleared land in the lower reaches. The existing floodplain
immediately downstream of the U.S. Business Route 19 box culvert is currently in
pasture, and has very little natural vegetation remaining except for a few large trees on
the banks.
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Figure 1.3 Watershed Map (USGS Quadrangle)
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Ricket Branch Stream Restoration 1-3 THE LPA GROUP INCORPORATED
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Figure 1.4 Reach between SR 1428 and the proposed safety over-run area
Figure 1.5

Reach downstream of nin"ay that has been previously channelir.ed
Ricket Branch Stream Restoration
1-4 THE LPA GROUP INCORPORATED
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1.4 Mitigation Summary
Proposed mitigation credits for the project are listed below:
Reach Impacted Open Proposed New Proposed Mitigation
Channel (ft) Channel (ft) Ratio
Ricket Branch 1988 2566 1.30
Ricket Branch Stream Restoration
1-5 THE LPA GROUP INCORPORATED

I

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2 EXISTING CONDITION SURVEY
The primary purpose of the existing condition survey is to document the natural stream
characteristics of the reach to be impacted. Existing condition survey also serves as a
basis, along with reference reach data, for channel restoration design of sections of the
stream previously altered by channelization.
The existing condition survey included:
1. One riffle cross-section.
2. One pool cross section
3. A longitudinal profile of the subject reach
4. A pebble count
The following sections include data collected, geomorphic characteristics, and
assessment of restoration constraints.
2.1 Overview of reach
The existing conditions survey was conducted on a stable reach of Ricket Branch
immediately downstream of U.S. Business Route 19 (SR 1428). Ricket Branch currently
flows through an 8 ft x 3 ft box culvert under U.S. Business Route 19 (SR 1428) onto the
airport property. ?7
The existing stream immediately downstream Of the U.S. Business Route 19 box culvert
is classified as a Rosgen C-4 stream type. The existing floodplain is currently in pasture,
and has very little natural vegetation remaining except for a few large trees on the banks.
Figure 2.1
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Existing Conditions Survey Creek

Rick-et Branch Stream Restoration 2-1 THE LPA GROUP INCORPORATED
2.2 Riffle cross section.
The following cross-section was obtained approximately fifty-five (55) feet downstream
STA 0+55 (RIFFLE)
-30 -20 -10 0 10 20 30 I
Figure 2.2 Riffle Cross Section
2.3 Pool cross section
The following cross-section was obtained approximately eighty-seven (87) feet
downstream of the U.S. Business Route 19 (SR 1428) box culvert:
STA 0+87 (POOL)
-30 -25 -20 -15 -10 -5 0 5 10 15 20 25
2.4 Longitudinal profile
PROFILE
1707
1706
1705 -
17N _
1703 -
1702
0 50 100 150 200 250
Figure 2.4 Longitudinal Profile
Ricket Branch Stream Restoration 2-2 THE LPA GROUP INCORPORATED

2.5 Pebble count
Rosgen's modified Wolman pebble count procedure was used to determine the particle
size distribution of channel materials. This modified procedure accounts for both bank
and in-channel material. The procedure uses a stratified, systematic sampling method
based on the frequency of riffle/pools occurring within a channel reach. Ten particles
were sampled at ten different cross sections spread throughout the reach. The cumulative
(combined riffle and pool) pebble count data show that the d50 is 5.7 mm, or fine gravel,
for Ricket Branch. The d84 is between 45mm and 64 mm, or a very coarse gravel. The
majority of the samples measured fell under the category of gravel, however the largest
sample taken was between 64 mm and 90 mm and therefore represented a small cobble.
The results of the pebble count can be seen in Figures 2.5 and 2.6
Representative Pebble Count
100.00%-
90.00%-
80.00%- 4) 70.00%--
-
60.00%
> 50.00%
40711 111
a 40.00%
-
75
30.00%
? -•- Overall
0 20.00% T Riffle
0 10.00%
• Poo{
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0.1 1 10 100 1000
Particle Size (mm)
Figure 2.5 Representative Pebble Count Graph
Ricket Branch Stream Restoration 2-3 THE LPA GROUP INCORPORATED
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The Stream Classification Form for the surveyed reach of Ricket Branch can be seen in Appendix 1.
' Ricket Branch Stream Restoration 2-5 THE LPA GROUP INCORPORATED

3 BANKFULL STAGE VERIFICATION

3.1 Bankfull Hydraulic Geometry Relationships (Regional Curves)
' Regional Curves are useful in identifying bankfull stage and dimension in an un-gaged
watershed and they help estimate the bankfull dimension and discharge for a natural
channel design. Analyses performed from gage station data throughout the United States
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scharge has an average return interval of 1.5 years or
66.7% annual exceedence probability on the maximum annual series.
'
3.2 Bankfull Verification
The North Carolina rural mountain study produced the regional curves seen below in
Figure 3.1. Primarily the top of the channel banks was the bankfull indicator for the
study reaches. These curves were not applicable for the Ricket Branch project due to the
' fact that the watershed for the stream is only approximately 0.8 square miles.

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1 Ricket Branch Stream Restoration 3-1 THE LPA GROUP INCORPORATED
Figure 3.1 Rural Mountain Regional Curves for North Carolina.
NC Rural Mountain Regional Curve
10000
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m 1000
s
O
100
1 10 100 1000
Drainage Area (Sq. mi)
NC Rural Mountain Regional Curve
1000
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1 10 100 1000
Drainage Area (Sq. mi)
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Ricket Branch Stream Restoration 3-2 THE LPA GROUP INCORPORATED

1000 NC Rural Mountain Regional Curve

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Drainage Area (Sq. mi)
HC Rural Mountain Regional Curve

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Ricket Branch Stream Restoration 3-3 THE LPA GROUP INCORPORATED
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4 REFERENCE REACH ANALYSIS
A reference reach provides the basis for a natural channel design. In order for a segment
of a river or stream to qualify as a reference it must have stable dimension, pattern, and
profile within an appropriate valley type. Once a design stream type is selected and the
potential for restoration is determined, a reference reach can be selected for comparison
with the design stream. The parameters calculated from the survey of the reference reach
are converted into dimensionless ratios used for comparison with the design stream
characteristics.
The reference reach for the Ricket Branch restoration is a segment along Conner Mill
Branch, located in the same physiographic region of North Carolina as Ricket Branc .
')die LPA Group Inc. performed a survey of Conner Mill Branch in order to gather cross
section, longitudinal profile, and substrate data. This reach was finally selected as a
reference because of its physical location and because of its classification as a Rosgen C4
stream type.
The figures below represent a map that shows the location of Conner Mill Branch (Figure
4.1), and some site photos of the surveyed reach (Figures 4.2-4.4). The Stream
Classification form for the surveyed reach, the results from the field survey of Conner
Mill Branch and the pebble count information can all be found in Appendix 2.
TOPO! -
"VnnUea.¢g"
Mlmm TGPO0E101 Naiul Gw®.PF." Noldmq(v..-...iopo z.)
Figure 4.1 Location map for Conner Mill Branch. The stream is located in Clyde, North Carolina.
I Rick-et Branch Stream Restoration 4-1 THE LPA GROUP INCORPORATED

I

I

A
1

1
A
1
Figure 4.2 Surveyed reach of Conner Mill Branch, looking upstream.

.?i: •? ?a ?4 i!!
Figure 4.3 Surveyed riffle along Conner Mill Branch
Ricket Branch Stream Restoration 4-2 THE LPA GROUP INCORPORATED

1
C

Figure 4.4 Surveyed pool along Conner Mill Branch
Ricket Branch Stream Restoration 4-3 THE LPA GROUP INCORPORATED

5 NATURAL CHANNEL DESIGN
Restoration of Ricket Branch will involve the addition of a double arch culvert along the
current channel alignment underneath the safety-overrun area of the runway extension. A
new channel will then be excavated from the outlet of the culvert to the tie in location.
This new channel will be restored to Rosgen C4 standards.
5.1 Morphological Measurement Table
The Morphological Measurement Table for the project can be seen in Appendix 1.
5.2 Natural Channel Design Form
The Natural Channel Design Form (Table 5.1) is based on design principles laid out by
Dave Rosgen. The form shows the steps taken to obtain the restored stream's design.
Table 5.1 Natural Channel Derdon Form
Stream Name : Ricket Branch
Drainage area (D.A.) mil : 0.8
Bankfull width Wbkr : 18.0
Meander width ratio for selected streamtype : 12.0
1. Meander length
10-14 bankfull widths 216.00 Ft.
2. Meander radius of curvature
2-1/2 - 3 bankfull widths 50.00 Ft.
3. Belt width
(Meander width ratio for selected
streamt a multiplied b bankfull width 216.00 Ft.
4. Sinuosity
stream length/valley length) 1.30 Ft.
5. Valley slope (ft/ft) 0.02 Ft.
6. Pool to pool spacing 126.00 Ft.
S Ricket Branch Stream Restoration 5-1 THE LPA GROUP INCORPORATED

I

5.3 Riparian Buffer Preservation
The entire buffer along the relocated portion of Ricket Branch will be planted with native
vegetation, however, preservation will only occur outside the Federal Aviation
Administration (FAA) regulated object free area (OFA). An OFA is an 800-foot wide
area, centered along the centerline of the runway and off the ends of the runway, where
FAA safety regulations do not allow obstructions to protrude above the ground elevation,
unless they are essential to Airport operations and must be mounted on a frangible base.
Therefore, plantings within the portions of the mitigation site located within the OFA will
be restricted by height. The portion of the vegetated buffer within the OFA will be
maintained in perpetuity just as the preserved portion. If future changes in FAA safety
regulations require alterations of the vegetated buffer within the OFA, other than
maintenance specified in the mitigation plan, coordination with the U.S Army Corps of
Engineers (USAGE) and the North Carolina Division of Water Quality (DWQ) will occur
prior to any alterations are performed.
The vegetated buffer along both sides of the relocated portion of Ricket Branch, located
outside the OFA, will be protected through the establishment of a conservation easement
or a deed restriction that will be recorded in the Cherokee County courthouse upon
completion the construction and planting of the site (a sample conservation easement is
found in Appendix 3). The boundary of the preserved buffer along the southern side of
the relocated stream channel will be established by setting points 30 feet from the apex of
each stream meander, with the straight lines between the points representing the buffer
boundary. The preserved buffer along the southern side of the stream channel will range
from 30 to approximately 120 feet in width, measured from the top of bank. The OFA
limit will serve as the northern boundary of the preserved buffer. The preserved portion
of the buffer width north of the stream channel will range from 15 feet to approximately
100 feet in width, measured from the top of bank.
5.4 Riparian Buffer Planting Plan
Due to the vegetation height constraints posed by the OFA, tree species will not be
planted within portions of the buffer located within the OFA. Instead, woody shrubs will
be planted on the floodplain of the new stream channel located within the OFA. A
riparian seed mix will be used to stabilize the soils until the shrubs have become well
established. It is anticipated that the shrubs will eventually dominate these areas as they
mature and restrict the amount of light available to the herbaceous species. The shrubs
will provide limited shading of the stream, but more importantly will provide bank
stabilization in the stream banks. Areas adjacent to the floodplain of the relocated
channel, located within the OFA, will consist of grass that will be periodically mowed. It
is anticipated that as the shrubs grow they will have to be topped to prevent them from
protruding above the ground elevation surrounding the floodplain of the new channel.
Additionally, volunteer tree species will be periodically removed from the portion of the
buffer located within the OFA.
Ricket Branch Stream Restoration 5-2 THE LPA GROUP INCORPORATED

The portion of the planted buffer along the relocated channel, located outside the OFA,
where height is less restricted, will be planted with indigenous tree and shrub species.
' Tree and shrub species will be planted on ten-foot centers within the planted buffer
providing approximately 435-planted species per acre of the vegetated buffer (including
that portion that lies within the OFA). Additionally, a riparian seed mix will be utilized
to stabilize the soil until the trees and shrubs become established.
During the annual monitoring events, the survival rate of the planted tree and shrub
1 species and potential invasion of exotic nuisance plant species will be evaluated.
Necessary corrective actions will be identified in the report and coordination with the
USACE and DWQ will occur prior to taking the corrective actions. Based on the results
of the first year monitoring event, the need for a maintenance program will be evaluated.
Plant species to be planted within the buffer area will be selected from those listed in
Table 5.2.

Ricket Branch Stream Restoration 5-3 THE LPA GROUP INCORPORATED

Table 5.2
Proposed Rip arian Seed Mix
Common Name Scientific Name
Fox sedge Carex vulpinoidea
Ox eye sunflower Heliopsis helianthoides
Boneset Eupatorium perfoliatum
Soft rush Juncus effusus
Spotted joe- ye weed Eupatorium maculatum
Many leaved bulrush Scirpus polyphyllus
Wool grass Scirpus cyperinus
Lurid sedge Carex lurida
Joe- ye weed Eupatorium fistulosum
New york ironweed Vernonia noveboracensis
Rough avens Geum laciniatum
Golden alexanders Zizia aurea
Seedbox Ludwigia alternifolia
Common sneezeweed Helenium autumnale
Blunt broom sedge Carex scoparia
Flat to ed/umbrella aster Aster umbellatus
Wood reedgrass Cinna arundinacea
Square stemmed monkey flower Mimulus ringens
Golden ragwort Senecio aureus
Yellow avens Geum aleppicum
Proposed Shrub Species
Buttonbush Cephalanthus occidentalis
Silky dogwood Cornus amomum
Dog-hobble Leucothoe fontanesiana
Sweet-shrub Calycanthus floridus
S icebush Lindera benzoin
Wild hydrangea Hydrangea arborescens
Maple-leaved viburnum Viburnum acerifolium
Strawberry-bush Euonymus americanus
Smooth alder Alnus serrulata
Proposed Tree Species
Sycamore Platanus occidentalis
Black walnut Ju lans nigra
Yellow poplar Liriodendron tulipifera
Slippery elm Ulmus rubra
Ironwood Carpinus caroliniana
River birch Betula nigra
Boxelder Acer negundo
Serviceberry Amelanchier arborea
American holly flex opaca
Ricket Branch Stream Restoration 5-4 THE LPA GROUP INCORPORATED

1 6 SEDIMENT TRANSPORT ANALYSIS
' 6.1 Background
A stable stream has the ability to move its sediment load without degrading or aggrading
over time. Both bedload and suspended load constitute the total sediment load
transported in a stream or river. The silt, clay and fine sands that make up the suspended
load are transported in the water itself, while the course sands, gravels and small cobbles
are transported by rolling or sliding along the bed of the stream.
Sediment transport competency and sediment transport capacity are the two values that
' quantify the ability of the stream to transport its total sediment load. Competency is a
stream's ability to move particles of a given size and is a measurement of force and is
often expressed in units of lbs/ft2. Sediment transport capacity is a stream's ability to
' move a quantity of sediment and is a measurement of stream power, often expressed in
units of lbs/(ft•sec).
6.2 Competency Analysis
The stream's competency was evaluated by calculating the boundary shear stress for the
design riffle cross sections and comparing this stress with a modified Shield's Curve,
which relates shear stress to particle diameter. This approach is useful for determining
the ability of a stream to move the larger particles supplied to it. The d84 of the bed
material is typically used to represent the lar
er
articles movin
within the stre
g
p
g
am.
The shear stress placed on the sediment particles that captures and carries both the
' bedload and the suspended load is represented by the following equation:

ti=yRs
(Equation 6.1)

Where, ti = shear stress (lb/ft2)
y = specific gravity of water (62.41b/ft)
R = hydraulic radius (ft)
s = average channel slope (ft/ft)
The boundary shear stress estimated for the design cross-section is about 0.201b/ft2. The
d84 from the pebble count is about 50 mm. As shown on the Modified Shield's Curve
' (Figure 6.1) the shear stress of 0.20 lb/ft2 corresponds to a particle size of 50mm.
Therefore, according to the Shield's curve analysis, the boundary shear stress estimated
for the design cross section will be large enough to move the d84 for the stream. These
results indicate that the design cross-section dimensions are adequate in terms of
sediment transport competency.

' Ricket Branch Stream Restoration 6-1 THE LPA GROUP INCORPORATED

100
501
20(
101
a
Ai, 21
MM
1C
I
2
1
O.J
0.2
0.1
E=.. 0.001 0.002 0.005 0.01 0.02 0.05 01 03 05 1.0 2
Tex ificaskiAT%a s, ffis/i;qf 5 10

,
. e
eo
®
9 O
® m o
e

_

s
. e ,

? e
o
o

?
e
o?
e
eo

.
?
F

o
o J

Owl
O :
JO
e0
00

Figure 6.1 Modified Shield's Curve for Grain Diameter of Transported Particle in
Relation to Critical Shear Stress.
Ricket Branch Stream Restoration 6-2 THE LPA GROUP INCORPORATED

n

7 MONITORING AND EVALUATION
7.1 Cross sections
Permanent cross sections will be established across both riffle and pool sections. Each
cross-section will be marked on both banks with permanent pins to establish the exact
transect used. A common benchmark will be consistently used for all survey to allow for
easy comparison of year-to-year data. The annual cross section survey will include
points measured at all breaks in slope, including the top of bank, bankfull, inner berm,
edge of water, and thalweg. Calculations will be made of width/depth ratio,
entrenchment ratio, and low bank height ratio. Riffle cross-sections will be classified
using the Rosgen stream classification system.
There should be very little if any change in the constructed cross sections. Any changes
that do occur should be differentiated between a movement toward a more stable
condition or a more unstable condition. Settling, an increase in vegetation, deposition
along the banks, and a decrease in width/depth ratio all represent an increase in stability.
Down cutting and erosion represent unstable changes.
7.2 Pattern
Sinuosity, meander width ratio, and radius of curvature on newly constructed meanders
will be measured annually in order to maintain a current plan view of the restoration site.
7.3 Materials
Pebble counts will be performed annually to insure that the established d5o and d84
increase in the riffles and decrease in the pools.
1 7.4 Longitudinal Profiles

A permanent benchmark will be used to measure three complete longitudinal profiles.
The first profile is to be measured during the first year and then one every two years for a
total of five years. Measurements will include average slope, pool slope, riffle slope, and
pool-to-pool spacing. Survey points will include thalweg, water surface, inner berm,
bankfull, and top of low bank. Each of these points will be taken at the beginning of each
riffle, run, pool, and glide located in the surveyed reach. The survey should reveal that
there is no aggradation or degradation in the profile.
7.5 Bank Erosion Estimates
Permanent bank erosion pins and bank profiles will be made at each permanent cross
section. A bank toe pin will be installed close to the observed bank and measurements
will be made once every year at the same time the cross section is measured. A bank
erodibility hazard index (BEHI) score will also be determined. An estimate of near-bank
Ricket Branch Stream Restoration 7-1 THE LPA GROUP INCORPORATED

shear stress will be made by measuring the water surface slope along the observed bank
length, as well as for the entire reach length along the thalweg.
' The BEHI score should be low by the second year of restoration and bank erosion
measurements should be less than 0.1 ft/year.
' 7.6 Photo Reference Sites
' Photographs will be taken to evaluate the restored site and there will be one photo
reference site per cross section that shows both banks and the stream itself. The reference
site will be marked and photographed immediately following the construction process
' and photographed twice a year (once during the summer and once during the winter) for
at least the next five years.
The stream will be photographed longitudinally beginning at the downstream end and
progressing upstream to the end of the restoration site. Photographed points will be close
enough together to get an overall view of the reach. The position of each shot will be
noted along with any landmarks so that the same position can be used in the future.
Photographs will be used to visually observe and compare changes in channel. Mostly,
the effectiveness of erosion control measures will be noted. A series of photos over time
should indicate a successful maturation of riparian vegetation.
' 7.7 Survival Plots
' Survival of planted vegetation will be monitored using survival plots or counts. Survival
of live stakes will be evaluated using enough plots to allows evaluating at least 100 live
stakes. Monitoring of live stake survival will continue for at least 5 years. When stakes
' do not survive, a determination will be made as to the need for replacement; in general, if
greater than 20% die, then replacements will be made.
7.8 Benthic Macroinvertebrate Monitoring
Macroinvertebrate monitoring, if required, would be coordinated with the North Carolina
' Division of Water Quality (NCDWQ).
I Ricket Branch Stream Restoration 7-2 THE LPA GROUP INCORPORATED

8 REFERENCES
Hankins Jr., A.L., P.E. 1999. Guidelines for Drainage Studies and Hydraulic Design.
North Carolina Division of Highways, Raleigh, North Carolina.
' North Carolina Department of Environment and Natural Resources (NCDENR) 2001.
Internal Technical Guide for Stream Work in North Carolina. NCDENR, Raleigh, NC.
' North Carolina Stream Restoration Institute 2003. Stream Restoration.
http://www.ncsu.edu/sri/. Updated 22 April 2003.
Rosgen, D.L. 1996. Applied River Morphology. Wildland Hydrology Books, Pagosa
Springs, Colorado.
n
LI'

r

I I

Rosgen, D.L. 2002. Applied Fluvial Geomorphology Field Guide 2003. Wildland
Hydrology Inc., Pagosa Springs, Colorado.
United States Department of Transportation 1988. Hydraulic Engineering Circular
Number 15, Design of Roadside Channels with Flexible Linings. Federal Highway
Administration, McLean, Virginia.
Ricket Branch Stream Restoration 8-1 THE LPA GROUP INCORPORATED

Stream Classification Form'
Stream Name: Ricket Branch Ricket Branch Restoration
Basin Name: Valley River Drainage Area: 512 Ac. 0.8 mi
Location: Andrews-Murphy Airport, Cherokee County, NC
Twp&Rge: Sec.&Qtr.: LatJLong.:
Cross-Section Monuments (Lat./Long.):
Observers: S: Swygert, S Niswonger, & J. Aulick Date: February 27, 2003
Bankfull Width (Wbkf) 15.0 Ft.
Width of the stream channel at bankfull stage elevation, in a riffle section.
Bankfull Depth (dbkf) 1.0 Ft.
Mean depth of the stream channel cross-section, at bankfull stage elevation, in a riffle section. (dbkf=A/Wbkf)
Bankfull X-Section Area (Abkf) 14.9 Ft.
Area of the stream channel cross-section, at bankfull stage elevation, in a riffle section.
Width/Depth Ratio (Wbkf/dbkf) 15.0 Ft./Ft.
Bankfull Width divided by bankfull mean depth, in a riffle section.
Maximum Depth (d,,,bkf) 1.6 Ft.
Maximum Depth of the bankfull channel cross-section, or distance between the bankfull stage and thalweg elevations, in a
riffle section.
Width of Flood-Prone Area (Wfpa) 33.7 Ft.
Twice maximum depth, or (2 x dmbkf) = the stage elevation at which flood-prone area width is determined in a riffle
section.
Entrenchment Ratio (ER) 2.2 Ft./Ft.
The ratio of flood-prone area width divided by bankfull channel width. (Wfpa/Wbkf) (riffle section)
Channel Materials (Particle Size Index) D50 6.0 mm.
The D50 particle size index represent the mean diameter of channel materials, as sampled from the channel surface, between
the bankfull stage and thalweg elevations.
Water Surface Slope (S) . 0.017 Ft./Ft.
Channel slope = "rise over run" for a reach approximately 20 - 30 bankfull channel widths in length, with the "riffle to riffle"
water surface slope representing the gradient at bankfull stage.
Channel Sinuosity (K) 1.3 Ft./Ft.
Sinuosity is an index of channel pattern, determined from a ratio of stream length divided by valley length (SUVL); or
estimated from a ratio of valley slope divided by channel slope (VS/S).
Stream Type ??? I C4
Applied Fluvial Geomorphology Field Guide 2003, Wildland Hydrology Inc.
Andrews-Murphy Airport - Stream Restoration
THE LPA GROUP INCORPORATED

MORPHOLOGICAL MEASUREMENT
TABLE
NATURAL CHANNEL DESIGN DATA
Ricket Branch Restoration
at Andrews- Murphy Airport
Cherokee County, NC

Variables Existing
Channel Proposed
Reach USGS
Station Reference
Reach
1 Stream type C4 C4 C4
2 Drainage area D.A.) 512.00 512.00 794.00
3 Bankfull width (Wbkf) 15.00 18.00 13.00
4 Bankfull mean depth (dbkf) 1.00 1.00 1.00
5 Width/depth ratio (Wbkf/dbkf) 15.00 18.00 13.00
6 Bankfull cross-sectional area (Abkf) 14.90 16.00 6.50
7 Bankfull mean velocity (Vbkf) 6.02 2.55 4.98
8 Bankfull discharge, cfs 300.00 300.00 550.00
9 Bankfull max depth 1.60 2.00 3.00
10 Width of floodprone area 33.70 112.00 30.00
11 Entrenchment ratio 2.20 6.22 2.31
12 Meander length NA 216.00 156.00
13 Ratio of meander length to bankfull width NA 12.00 12.00
14 Radius of curvature NA 50.00 36.00
15 Ratio of radius of curvature to bankfull width NA 2.78 2.77
16 Belt width NA 216.00 148.20
17 Meander width ratio NA 12.00 11.40
18 Sinuosity (stream length/valley length) 1.30 1.30 1.40
19 Valle slope (ft/ft) 0.02 0.02 0.02
20 Average sloe 0.02 0.00 1.37
21 Pool sloe 0.02 0.00 1.37
22 Ratio of pool slope to average slope 1.00 1.00 1.00
23 Maximum pool depth 2.10 2.40 1.50
24 Ratio of pool depth to average bankfull depth 2.10 2.40 1.50
25 Pool width 25.00 14.00 8.00
26 Ratio of pool width to bankfull width 1.70 0.78 0.62
27 Pool to pools acing NA 126.00 78.00
28 Ratio of pool to pool spacing to bankfull width NA 7.00 2.31
29 Ratio of lowest bank height to bankfull height (or
max bankfull depth)
NA
1.00
1.00
Andrews-Murphy Airport - Stream Restoration
THE LPA GROUP INCORPORATED
M? M M? M IM M M M= M JM M M M MM. M
Survey for Conner Mill Branch
(which ultimately feeds into the Pigeon River)
Reference Reach for Ricket Branch
Bankfull Width = 13 ft. Approximate Elevation of surrounding area = 2600 ft.
20' From Bridge: (Riff le)
Location Elevation
Out of Bank -18 2598.33 3.60
Bankfull -8 2595.65 6.28
Edge of Water -5 2595.17 6.76
Center of Water 0 2594.41 7.52
Edge of Water 4 2594.37 7.56
Bankfull 7 2597.87 4.06
Out of Bank 25 2600.86 1.07
30' Downstream: (Riffle)
Location Elevation
Out of Bank -14 2597.23 4.70
Bankfull -8 2596.73 5.20
Edge of Water -3 2594.73 7.20
Center of Water 0 2594.39 7.54
Edge of Water 5 2594.44 7.49
Bankfull 9 2597.92 4.01
Out of Bank 26 2600.80 1.13
20' From Bridge
2602.00
2600.00
466. --H-20' From Bridge: - 2598.00
?-Bankfull
Flood Prone Area 2596.00
2594.00
-30 -20 -10 0 10 20 30
30' Downstream
-9-30' Downstream:
--f-Bankfull
Flood Prone Area
2602.00
2600.00
2598.00
2596.00
2594.00
-20 -15 -10 -5 0 5 10 15 20 25 30

45' Downstream: (Pool)
Location Elevation
Out of Bank -12 2597.53 4.40
Bankfull -6 2596.29 5.64
Edge of Water -4 2593.93 8.00
Center of Water 0 2594.03 7.90
Edge of Water 4 2594.11 7.82
Bankfull 7 2595.41 6.52
Out of Bank 17 2600.60 1.33
75' Downstream: (Riffle)
Location Elevation
Out of Bank -14 2596.99 4.94
Bankfull -7 2595.70 6.23
Edge of Water -3 2594.31 7.62
Center of Water 0 2593.47 8.46
Edge of Water 5 2592.47 9.46
Bankfull 11 2594.59 7.34
Out of Bank 20 2600.13 1.80
105' Downstream: (Riffle)
Location Elevation
Out of Bank -14 2596.33 5.60
Bankfull -10 2596.07 5.86
Edge of Water -5 2595.37 6.56
Center of Water 0 2593.31 8.62
Edge of Water 3 2593.37 8.56
Bankfull 8 2594.72 7.21
Out of Bank 19 2600.05 1.88
45' Downstream
- ---- 2601.00
2600
00
.
2599
00
.
2596
00
.
2597.00
2596
00
.
2595.00
2594.00
2593
00
.
-15 -10 -5 0 5 10 15 20

75' Downstream
- ----- 2602
00
.
-4-75' Downstream: 2600
00
-?Bankfull .
2598
00
Flood Prone Area .
2596
00
.
2594
00
.
2592.00
-20 -15 -10 -5 0 5 10 15 20 25

105' Downstream
---
2602
00
- - .
2600
00
.
2598
00
.
-4-105' Downstream: 2596.00
fBankfull
00
2594
Flood Prone Area .
-
2592
00
.
-20 -15 -10 -5 0 5 10 15 20 25
m mm = m m m m m m m mm i r m m m
Profile at Centerline:
20 2594.41
30 2594.39
45 2594.03
75 2593.47
105 2593.37
Chart Title
2594.60 -
2594-40-
2594.20-
2594.00-
2593.60 2593.60-
2593-40-
2593.20 = -0.0 37x + 2594
2593.00
0 20 40 60 80 100 120

Conner Mill Branch
Representative Pebble Count Data
Collected: 5/31/2003
Ri ffle Pool Overall Riffle Pool
Inches Particle Millimeters Wet Dry Wet Dry Total # Item % % Cum. Total # Item % % Cum. Total # Item % % Cum.
Siit/Clay < 0.062 7 3 3 13 13.00% 13.00% 7 7.78% 7.78% 6 60.00% 60.00%
Very Fine 0.062 - 0.125 2 1 3 3.00% 16.00% 2 2.22% 10.00%, 1 10.00% 70.00%
Fine 0.125-0.25 p 2 2 2.00% 18.00% 2 2.22% 12.22% 0 0.00% 70.00%
Medium 0.25-0.50 a 1 1 1.00% 19.00% 1 1.11% 13.33% 0 0.00% 70.00%
Coarse 0.50-1.0 4 1 5 5.00% 24.00% 5 5.56% 18.89% 0 0.00% 70.00%
0.04-0.08 Very Coarse 1.0 - 2 1 1 2 2.00% 26.00% 2 2.22% 21.11% 0 0.00% 70.00%
0.08-0.16 Very Fine 2-4 2 2 1 5 5.00% 31.00% 4 4.44% 25.56% 1 10.00% 80.00%
0.16-0.22 Fine 4 - 5.7 4 6 1 11 11.00% 42.00% 10 11.11% 36.67% 1 10.00% 90.00%
0.22-0.31 Fine 5.7 - 8 6 2 1 9 9.00% 51.00% 8 8.89% 45.56% 1 10.00% 100.00%
0.31 -0.44 Medium 8 - 11.3 w 5 3 8 8.00% 59.00% 8 8.89% 54.44% 0 0.00% 100.00%
0.44-0.63 Medium 11.3-16 a 4 2 6 6.00% 65.00% 6 6.67% 61.11% 0 0.00% 100.00%
0.63-0.89 Coarse 16 - 22.6 8 2 10 10.00% 75.00% 10 11.11% 72.22% 0 0.00% 100.00%
0.89-1.26 Coarse 22.6-32, 8. 4 12 12.00% 87.00% 12 13.33% 85.56% 0 0.00% 100.00%
1.26-1.77 Very Coarse 32 - 45 4 4 4.00% 91.00% 4 4.44% 90.00% 0 0.00% 100.00%
1.77-2.5 Very Coarse 45 - 64 5 5 5.00% 96.00% 5 5.56% 95.56% 0 0.00% 100.00%
2.5-3.5 Small 64 - 90 w 2 1 3 3.00% 99.00% 3 3.33% 98.89% 0 0.00% 100.00%
3.5-5.0 Small 90 - 128 m 1 1 1.00% 100.00% 1 1.11% 100.00% 0 0.00%
5.0-7.1 Large 128 - 180 O 0 0.00% 100.00% 0 0.00% 100.00% 0 0.00%
7.1-10.1 Large 180 - 256 ti 0 0.00% 0 0.00% 0 0.00%
10.1-14.3 Small 256 - 362 w 0 0.00% 0 0.00% 0 0.00%
14.3 - 20 Small 362 - 512 0 0.00% 0 0.00% 0 0.00%
20 - 40 Medium 512 -1024 D 0 0.00% 0 0.00% 0 0.00%
40 - 80 Large-Very Large 1024 - 2048 m 0 0.00% 0 0.00% 0 0.00%
Bedrock 0 0.00% 0 0.00% 0 0.00%
Total 60 30 7 3 100 100.00% 90 1007307 10 100.00%

c?
F
LL
c?
V
0
X0
Representative Pebble Count for Conner Mill Branch
100.00%
90.00%
80.00%-
70.00%
60.00%
50.00%
40.00%
30.00%
20.00%
10.00%
0.00%
0.1 1 10 100
Particle Size (mm)
1000

0? e
Red _._ ce_Reac tream Classification Form'
Stream Na : Conner Mill Branch Picket Branch Restoration
Basin N me: Pigeon River Drainage Area: 794 Ac. 1.24 mi
Locat : Clyde, NC (H od County)
Twp&Rge: Sec.&Qtr.: LatJLong.:
Cross-Section Monuments (Lat./Long.):
Observers: Shanna Niswonger and Jennifer Aulick Date: May 31, 2003
Bankfull Width (Wbkf) 13.0 Ft.
Width of the stream channel at bankfull stage elevation, in a riffle section.
Bankfull Depth (dbkf) 1.0 Ft.
Mean depth of the stream channel cross-section, at bankfull stage elevation, in a riffle section. (dbkf=A/Wbkf)
Bankfull X-Section Area (Abkf) 6.5 Ft.
Area of the stream channel cross-section, at bankfull stage elevation, in a riffle section.
Width/Depth Ratio (Wbtd/dbkf) 13.0 Ft./Ft.
Bankfull Width divided by bankfull mean depth, in a riffle section.
Maximum Depth (dmbkf) 3.0 Ft.
Maximum Depth of the bankfull channel cross-section, or distance between the bankfull stage and thalweg elevations, in a
riffle section.
Width of Flood-Prone Area (Wfpa) 30.0 Ft.
Twice maximum depth, or (2 x dmbkf) = the stage elevation at which flood-prone area width is determined in a riffle
section.
Entrenchment Ratio (ER) 2.3 Ft./Ft.
The ratio of flood-prone area width divided by bankfull channel width. (Wfpa/Wbkf) (riffle section)
Channel Materials (Particle Size Index) D50 7.8 mm.
The D50 particle size index represent the mean diameter of channel materials, as sampled from the channel surface, between
the bankfull stage and thalweg elevations.
Water Surface Slope (S) 0.003 Ft./Ft.
Channel slope = "rise over run" for a reach approximately 20 - 30 bankfull channel widths in length, with the "riffle to riffle"
water surface slope representing the gradient at bankfull stage.
Channel Sinuosity (K) 1.4 Ft./Ft.
Sinuosity is an index of channel pattern, determined from a ratio of stream length divided by valley length (SLNL); or
estimated from a ratio of valley slope divided by channel slope (VS/S).
Stream Type C4
Applied Fluvial Geomorphology Field Guide 2003, Wildland Hydrology Inc.
Andrews-Murphy Airport - Stream Restoration
THE LPA GROUP INCORPORATED

1

PERMANENT CONSERVATION EASEMENT
THIS CONSERVATION EASEMENT ("Conservation Easement") made this
day of , 2004 by and between the Cherokee County Airport
Commission (Grantor) and
(Grantee).
The designation Grantor and Grantee as used herein shall include said parties, their
heirs, successors and assigns, and shall include singular, plural, masculine, feminine or
neuter as required by context.
RECITALS
WHEREAS, Grantor owns in fee simple certain real property situated, lying and
being in Cherokee County, North Carolina, more particularly described in Exhibit A
attached hereto and incorporated herein ("Property");
WHEREAS, Grantee is [either a public body of this state, an agency of the United
States, or a nonprofit corporation or trust whose purpose is the conservation of property],
and is qualified to be the Grantee of a conservation easement pursuant to N.C. Gen. Stat. §
121-35;
WHEREAS, Grantor and Grantee recognize the conservation, scenic, natural, or
aesthetic value of the property in its natural state, which includes the following natural
communities: [describe by wetland and/or stream type, as well as any associated buffers or
upland communities]. The purpose of this Conservation Easement is to maintain wetland
and/or riparian resources and other natural values of the Property, and prevent the use or
development of the Property for any purpose or in any manner that would conflict with the
maintenance of the. Property in its natural condition.
WHEREAS, the preservation of the Property is a condition of Department of the
Army permit Action ID 200330952 issued by the Wilmington District Corps of Engineers,
required to mitigate for unavoidable stream impacts authorized by that permit. Grantor and
Grantee agree that third-party rights of enforcement shall be held by the U.S. Army Corps
of Engineers, Wilmington District (Corps, to include any successor agencies), and that
these rights are in addition to, and do not limit, the rights of enforcement under said permit.
NOW, THEREFORE, for and in consideration of the covenants and representations
contained herein and for other good and valuable consideration, the receipt and legal
sufficiency of which is hereby acknowledged, Grantor hereby unconditionally and
irrevocably grants and conveys unto Grantee, its heirs, successors and assigns, forever and
in perpetuity a Conservation Easement of the nature and character and to the extent
hereinafter set forth, over the Property described on Exhibit A, together with the right to
preserve and protect the conservation values thereof, as follows:

11
ARTICLE L
DURATION OF EASEMENT
This Conservation Easement shall be perpetual. This conservation Easement is an
easement in gross, runs with the land and is enforceable by Grantee against Grantor,
Grantor's personal representatives, heirs, successors and assigns, lessees, agents and
licensees.
ARTICLE II.
PROHIBITED AND RESTRICTED ACTIVITIES
' Any activity on, or use of, the Property inconsistent with the purpose of this
Conservation Easement is prohibited. The Property shall be preserved in its natural
condition and restricted from any development that would impair or interfere with the
r conservation values of the Property.
Without limiting the generality of the foregoing, the following activities and uses
are expressly prohibited, restricted or reserved as indicated hereunder:
A. Disturbance of Natural Features. Any change disturbance, alteration or
impairment of the natural features of the Property or any introduction of non-native plants
and/or animal species is prohibited.
B. Construction. There shall be no constructing or placing of any building, mobile
home, asphalt.or concrete pavement, billboard or other advertising display, antenna, utility
' pole, tower, conduit, line, pier, landing, dock or any other temporary or permanent
structure or facility on or above the Property.
' C. Industrial, Commercial and Residential Use. Industrial and/or commercial
activities, including any right of passage used in conjunction with commercial or industrial
activity, are prohibited on the property. Residential use of the Property is prohibited.
D. Agricultural Grazing and Horticultural Use. Agricultural, grazing, and
horticultural use of the Property is prohibited.
E. Vegetation. There shall be no removal, burning, destruction, harming, cutting
or mowing of trees, shrubs, or other vegetation on the Property.
' F. Roads and Trails. There shall be no construction of roads, trails or walkways on
the property.
G: Signa e. No signs shall be permitted on or over the Property, except the
posting of no trespassing signs, signs identifying the conservation values of the Property,
signs giving directions or proscribing rules and regulations for the use of the Property
and/or signs identifying the Grantor as owner of the property and Grantee as the holder of
Conservation Easement on the Property.
2

H. Dumping or Storage. Dumping or storage of soil, trash, ashes, garbage, waste,
abandoned vehicles, appliances, machinery or hazardous substances, or toxic or hazardous
waste, or any placement of underground or aboveground storage tanks or other materials
on the Property is prohibited.
1. Excavation Dredging or Mineral Use. There shall be no grading, filling,
excavation, dredging, mining or drilling; no removal of topsoil, sand, gravel, rock, peat,
minerals or other materials, and no change in the topography of the land in any manner on
the Property, except to restore natural topography or drainage patterns.
J. Water Quality and Drainage Pattern. There shall be no diking, draining,
dredging, channeling, filling, leveling, pumping, impounding or related activities, or
' altering or tampering with water control structures or devices, or disruption or alteration of
the restored, enhanced, or created drainage patterns. In addition, diverting or causing or
permitting the diversion of surface or underground water into, within or out of the
easement area by any means, removal of wetlands, polluting or discharging into waters,
springs, seeps, or wetlands, or use of pesticide or biocides is prohibited.
K. Development Rights. No development rights that have been encumbered or
extinguished by this Conservation Easement shall be transferred pursuant to a transferable
development rights scheme or cluster development arrangement or otherwise.
L. Vehicles. The operation of mechanized vehicles, including, but not limited to,
motorcycles, dirt-bikes, all-terrain vehicles, cars and trucks is prohibited.
' M. Other Prohibitions. Any other use of, or activity on, the Property which is or
may become inconsistent with the purposes of this grant, the preservation of the Property
' substantially in its natural condition, or the protection of its environmental systems, is
prohibited.
ARTICLE III
GRANTOR'S RESEVERED RIGHTS
' The Grantor expressly reserves for himself, his personal representatives, heirs,
successors or assigns, the right to continue the use of the property for all purposes not
inconsistent with this Conservation Easement, including, but not limited to, the right to
quiet enjoyment of the Property, the rights of ingress and egress, the right to hunt, fish, and
hike on the Property, the right to sell, transfer, gift or otherwise convey the Property, in
whole or in part, provided such sale, transfer or gift conveyance is subject to the terms of,
' and shall specifically reference, this Conservation Easement.
ARTICLE IV.
' GRANTEE'S RIGHTS

?I

7,
Fill

u

The Grantee or its authorized representatives, successors and assigns, and the
Corps, shall have the right to enter the Property at all reasonable times for the purpose of
inspecting said property to determine if the Grantor, or his personal representatives, heirs,
successors, or assigns, is complying with the terms, conditions, restrictions, and purposes
of this Conservation Easement. The Grantee shall also have the right to enter and go upon
the Property for purposes of making scientific or educational observations and studies, and
taking samples. The easement rights granted herein do not include public access rights.
ARTICLE V
ENFORCEMENT AND REMEDIES
A. To accomplish the purposes of this Easement, Grantee is allowed to prevent any
activity on or use of the Property that is inconsistent with the purposes of this Easement
and to require the restoration of such areas or features of the Property that may be damaged
by such activity or use. Upon any breach of the terms of this Conservation Easement by
Grantor that comes to the attention of the Grantee, the Grantee shall notify the Grantor in
writing of such breach. The Grantor shall have 30 days after receipt of such notice to
correct the conditions constituting such breach. If the breach remains uncured after 30
days, the Grantee may enforce this Conservation Easement by appropriate legal
proceedings including damages, injunctive and other relief. Notwithstanding the
foregoing, the Grantee reserves the immediate right, without notice, to obtain a temporary
restraining order, injunctive or other appropriate relief if the breach of the term of this
Conservation Easement is or would irreversibly or otherwise materially impair the benefits
to be derived from this Conservation Easement. The Grantor and Grantee acknowledge
that under such circumstances damage to the Grantee would be irreparable and remedies at
law will be inadequate. The rights and remedies of the Grantee provided hereunder shall
be in addition to, and not in lieu of, all other rights and remedies available to Grantee in
connection with this Conservation Easement. The costs of a breach, correction or
restoration, including the Grantee's expenses, court costs, and attorneys' fees, shall be paid
by Grantor, provided Grantor is determined to be responsible for the breach. The Corps
shall have the same right to enforce the terms and conditions of this easement as the
Grantee.
B. No failure on the part of the Grantee to enforce any covenant or provision hereof
shall discharge or invalidate such covenant or any other covenant, condition, or provision
hereof or affect the right to Grantee to enforce the same in the event of a subsequent breach
or default.
C. Nothing contained in this Conservation Easement shall be construed to entitle
Grantee to bring any action against Grantor for any injury or change in the Property
resulting from causes beyond the Grantor's control, including, without limitation, fire,
flood, storm, war, acts of God or third parties, except Grantor's lessees or invitees; or from
any prudent action taken in good faith by Grantor under emergency conditions to prevent,
abate, or mitigate significant injury to life, damage to property or harm to the Property
resulting from such causes.
4

I
ARTICLE VI
MISCELLANEOUS
A. Warranty. Grantor. warrants, covenants and represents that it owns the Property
in fee simple, and that Grantor either. owns all interests in the Property which may be
impaired by the granting of this Conservation Easement or that there are no outstanding
mortgages, tax liens, encumbrances, or other interests in the Property which have not been
expressly subordinated to this Conservation Easement. Grantor further warrants that
Grantee shall have the use of and enjoy all the benefits derived from and arising out of this
Conservation Easement, and that Grantor will warrant and defend title to the Property
against the claims of all persons.
B. Subsequent Transfers. The Grantor agrees to incorporate the terms of this
Conservation Easement in any deed or other legal instrument that transfers any interest in
all or a portion of the Property. The Grantor agrees to provide written notice of such
transfer at least thirty (30) days prior to the date of the transfer. The Grantor and Grantee
' agree that the terms of this Conservation Easement shall survive any merger of the fee and
easement interests in the Property or any portion thereof and shall not be amended,
modified or terminated without the prior written consent and approval of the Corps.

I

I
C. Assignment. The parties recognize and agree that the benefits of this
Conservation Easement are in gross and assignable provided, however that the Grantee
hereby covenants and agrees, that in the event it transfers or assigns this Conservation
Easement, the organization receiving the interest will be a qualified holder under N.C.
Gen. Stat. § 121-34 et seq. and § 170(h) of the Internal Revenue Code, and the Grantee
further covenants and agrees that the terms of the transfer or assignment will be such that
the transferee or assignee will be required to continue in perpetuity the conservation
purposes described in this document.
D. Entire Agreement and Severability. This instrument sets forth the entire
agreement of the parties with respect to the Conservation Easement and supersedes all
prior discussions, negotiations, understandings or agreements relating to the Conservation
Easement. If any provision is found to be void or unenforceable by a court of competent
jurisdiction, the remainder shall continue in full force and effect.
E. Obligations of Ownership. Grantor is responsible for any real estate taxes,
assessments, fees, or charges levied upon the Property. Grantor shall keep the Property free
of any liens or other encumbrances for obligations incurred by Grantor. Grantee shall not
be responsible for any costs or liability of any kind related to the ownership, operation,
insurance, upkeep, or maintenance of the Property, except as expressly provided herein.
Nothing herein shall relieve the Grantor of the obligation to comply with federal, state or
local laws, regulations and permits that may apply to the exercise of the Reserved Rights.
F. Extinguishment. In the event that changed conditions render impossible the
continued use of the Property for the conservation purposes, this Conservation Easement
may only be extinguished, in whole or in part, by judicial proceeding.
I

' K. Amendment. This Conservation Easement may be amended, but only in a
writing signed by all parties hereto, and provided such amendment does not affect the
qualification of this Conservation Easement or the status of the Grantee under any
applicable laws, and is consistent with the conservation purposes of this grant.
' L. [For use if there is a. document describing the current condition of the property.
The language provided is applicable if there is a mitigation plan that accurately describes
the current condition and uses of the property. If there is not such -a plan, another
' document we agree is accurate and can be identified and is in our files can be
referenced.]Present Condition of the Property.- The wetlands, scenic, resource,
' environmental, and other natural characteristics of the Property, and its current use and
state of improvement, are described in Section ,Appendix B of the Mitigation Plan,
dated , prepared by Grantor and acknowledged by the Grantor and
Grantee to be complete and accurate as of the date hereof. Both Grantor and Grantee have
' copies of this report. It will be used by the parties to assure that any future changes in the
use of the Property will be consistent with the terms of this Conservation Easement.
' However, this report is not intended to preclude the use of other evidence to establish the
present condition of the Property if there is a controversy over its use.
TO HAVE AND TO HOLD the said rights and easements perpetually unto Grantee for the
aforesaid purposes.
1 IN TESTIMONY WHEREOF, the Grantor has hereunto set his hand and seal, the day and
year first above written.

[Signatures of the Grantor and Grantee in appropriate form]
I I

0
fl
0

NJ% THE LPA GROUT' of North Carolina, p.a.
Transportation Consultants
7031 ALBERT PICK ROAD, SUITE 302 ¦ GREENSBORO, NORTH CAROLINA 27409 ¦ 336-393-0441 ¦ FAX [phone]
November 13, 2003
Mr. John Dorney
NCDENR
Division of Water Quality
2321 Crabtree Blvd / Suite 250
Raleigh, NC 27604-2260
Re: NC DWQ Project #: 0307023
WETLANDS 11401 GROUP
q V 14 2003
WATER QUAL17Y SECTION
Andrews-Murphy Airport _
Runway 26 Extension
LPA Project: RA 362010
Dear Mr. Dorney:
We are providing additional information on behalf of Cherokee Coun he Stormwater
Management Plan for the Andrews-Murphy Airports Runway 26 extension.
1. EC-1 Plan sheet, showing changes in the Level Spreader detail.
2. Worksheets and Calculations for Level Spreaders.
On November 11, 2003 we submitted worksheets, calculations, and details for the level
spreaders. These have been changed and revised due to significant errors. We would
like for this additional information to replace the information about the level spreaders.
The information relating to other portions of the project remains correct and should not
be discarded.
Should you have any questions feel free to contact Mick Metcalf or I at [phone].
Sincerely;
The LPA Group of North Carolina, p.a.
Joshua S. Johnson, E.I.
Design Engineer
Enclosures
Cc: Mr. Steve Vicknair, Cherokee County
w/o encl
Member of THE LPA GROUP INCORPORATED
ATLANTA ¦ BATON ROUGE ¦ CHARLESTON ¦ CHARLOTTE ¦ COLUMBIA ¦ GREENSBORO ¦ GULFPORT ¦ JACKSONVILLE
KNOXVILLE ¦ LITTLE ROCK ¦ MOBILE ¦ ORLANDO ¦ RALEIGH ¦ RICHMOND ¦ SARASOTA ¦ TALLAHASSEE ¦ TAMPA ¦ WEST PALM BEACH
DWQ Project No. 03 072 3
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : A N T?1z? WS w1 Ut 'PHY aii?Pdczr RW Z-G EEYrr NSi d4
Contact Person: _So:!?'N JoH?.1Cd? Phone Number: (336) 39-5-o441
Level Spreader ID:. 'p 17-CS-1 / %w0,LE- D
Level Spreader Length 2.0 ft.
Drainage Area O ac.
Impervious Area ?. o ac.
Maximum Filter Strip/Buffer Slope 1.7- %
grass
Max. Discharge from a 10 Year Storm 19,-z cfs
Max. Discharge to Level Spreader t 9.2 cfs
Filter Strip/Buffer Vegetation 66 P-1% -s S
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method T-Te-`meA.T o4T
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
N f l Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in ca opied forest with leaf
litter. U Ser'D a.1C'pEnl>; a_+ S t>Nu AL McTmob, SCE CAL. J)
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
1-4f ? Bypass method is specified (if applicable) and plan details and calculations are provided
AIN Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
S, No structures are located in protected buffers.
SJ Plan details for the bypass and outlets are provided.
Al The operation and maintenance agreement includes annual erosion and vegetation repair.
AA The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
WETLANDS/ 401 GROUP
NOV 1 4 2003
WATER QUALIFY SECTION
THE LPA GROUP OF NORTH CAROLINA, P.A.
7031 Albert Pick Road
Suite 302
GREENSBORO, NC 27409
[phone]
FAX [phone]
SHEET NO.
CALCULATED BY.
CHECKED BY_
SCALE
OF
DATE
DATE
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T. C-4 t_ . ...... ..... .................. ...... ...... ... ... ..................... ..
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DWQ Project No. 03 o-T V-3
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : A N T?'y_-F WS wt Ji?_'PHY A IR%2T RW 2 G? >?XT?NS? ot?
Contact Person: A o-SH JoNNCctt? Phone Number: (336) 393 -0441
Level Spreader ID:. 1>1TCN /SWAM E
Level Spreader Length Z. C> ft.
Drainage Area f 5 69 ac.
Impervious Area 1 , 03 ac.
Maximum Filter Strip/Buffer Slope , 90 %
grass
Max. Discharge from a 10 Year Storm 17 cfs
Max. Discharge to Level Spreader 17 cfs
Filter Strip/Buffer Vegetation 6WASS
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method PRe--mc_k-rMut4T
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Nola Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs ied forest with leaf
litter. ( U Se'D N GIaERN, C- 4- S M PIN U AL, METH Oby g EE- c-An ca pi
J? Pre-Form Scour Holes are on flat slopes only
J> No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
114 Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
J No structures are located in protected buffers.
J, Plan details for the bypass and outlets are provided.
J? The operation and maintenance agreement includes annual erosion and vegetation repair.
d The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
THE LPA GROUP OF NORTH CAROLINA, P.A.
7031 Albert Pick Road
Suite 302
GREENSBORO, NC 27409
[phone]
FAX [phone]
SHEET NO. OF
CALCULATED BY DATE
CHECKED BY
DATE
ArAI F
DWQ Project No. 03 off' V-3
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Aw5 tyl?J?PHY A?RPd2T "RvJ ZG., FEXTt-=NSiCAA
Contact Person: SogN Srmt,1S-W _ Phone Number: (336) 393-0 41
Level Spreader ID:. 'piTG 1 /Swo L..E H
Level Spreader Length 'Zo ft.
Drainage Area Ro ac.
Impervious Area c>, o ac.
Maximum Filter Strip/Buffer Slope . 42 %
grass
Max. Discharge from a 10 Year Storm l5 cfs
Max. Discharge to Level Spreader IS cfs
Filter Strip/Buffer Vegetation G-¢ASS
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method nR.r=Tr-eiTN+etiT
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
N / Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied for t with leaf
litter. (No, USE] N( >eN? C-*S MANUi4L ME'1 dr>' 5EE eXE?
.?? Pre-Form Scour Holes are on flat slopes only
J I No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
N Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
J, No structures are located in protected buffers.
J? Plan details for the bypass and outlets are provided.
1 The operation and maintenance agreement includes annual erosion and vegetation repair.
J? The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
THE LPA GROUP OF NORTH CAROLINA, P.A.
7031 Albert Pick Road
Suite 302
GREENSBORO, NC 27409
[phone]
FAX [phone]
SHEET NO.
CALCULATED BY,
CHECKED BY_
SCALE
OF
DATE
DATE
E=r? THE LPA GROUP of North Carolina, p.a.
Transportation Consultants
7031 ALBERT PICK ROAD, SUITE 302 ¦ GREENSBORO, NORTH CAROLINA 27409 ¦ 336-393-0441 ¦ FAX [phone]
November 11, 2003'
Mr. John Dorney
NCDENR
Division of Water Quality
2321 Crabtree Blvd / Suite 250
Raleigh, NC 27604-2260
Re: NC DWQ Project #: 0307023
Andrews-Murphy Airport
Runway 26 Extension
LPA Project: RA 362010
Dear Mr. Dorney:
WETLANDS140I GROUP
Nov ,9 zva3
WATER QUALITY SECTION
We are providing additional information on behalf of Cherokee County the Stormwater
Management Plan for the Andrews-Murphy Airports Runway 26 extension.
1. One (1) set of construction plans for the project. The plans include the
locations and details for describing stormwater management.
2. Best Management Practices Layout plan sheet.
3. Worksheets and Calculations for Grassed Swales and Level Spreaders.
4. A Project Narrative detailing stormwater plans.
5. Operation and Maintenance agreement.
Either Gordon Murphy or Steve Swygert will provide the information regarding the
stream relocation on the project.
Should you have any questions about the stormwater portion of the submittal feel free
to contact Mick Metcalf or I at [phone]. You may also contact Gordon Murphy at
[phone].
Sincerely;
The LPA Group of North Carolina, p.a.
Joshua S. Johnson, E.I.
Design Engineer
Enclosures
Cc: Mr. Steve Vicknair, Cherokee County w/o encl
Member of THE LPA GROUP INCORPORATED
ATLANTA ¦ BATON ROUGE ¦ CHARLESTON ¦ CHARLOTTE ¦ COLUMBIA ¦ GREENSBORO ¦ GULFPORT ¦ JACKSONVILLE
KNOXVILLE ¦ LITTLE ROCK ¦ MOBILE ¦ ORLANDO ¦ RALEIGH ¦ RICHMOND ¦ SARASOTA ¦ TALLAHASSEE ¦ TAMPA ¦ WEST PALM BEACH
DWQ Project No. ©`3072-3
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : _?N D1?? vJS MUR'-I K A 11Z T R Vl? Z-? ?XTL t? S 1 ?t?
Contact Person: Jo N Phone Number: T5-3Q 39,S 441
Level Spreader ID:. DITGN / SWA LJB
Level Spreader Length Z ob ft.
Drainage Area ac.
Impervious Area o ac.
Maximum Filter Strip/Buffer Slope . lF2
grass
Max. Discharge from a 10 Year Storm 1 S cfs
Max. Discharge to Level Spreader 15 cfs
Filter Strip/Buffer Vegetation Gr-?45S
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method -R:- = Tkc?xTYr,r1JT
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
IN Is Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
1 Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
-Bypass method is specified (if applicable) and plan details and calculations are provided
/!1 Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
"A Plan details for the bypass and outlets are provided.
?.- The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. 03 07Z3
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: )aND2?NS- MUePH1( A.%"oeT kw ?.G EXTE,?S???
Contact Person: VA 1?? V, rlSCA Phone Number: (33() '3 9.3 - O 44Level Spreader ID:. r-) ITC-31 IS{MAC le C
Level Spreader Length 230 ft. (perpendicular to flow)
Drainage Area ( 5, b9 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 1.03 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope .90 % (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm 17 cfs
Max. Discharge to Level Spreader 17 cfs
Filter Strip/Buffer Vegetation 6' !N sS (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method pp_ P_ --(p G-= M-r m eNT
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
J? Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
N/ N Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
J? No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
a The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. d'3 t57 Z3
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : Atu bV-EV?5 - I U'ePI4%t Amycw " R W 2 G
Contact Person: Jo5F4 \-e., HNScr1 Phone Number: (7361 343 -
Level Spreader ID: b ITGN /SW 14Lr- `)
Level Spreader Length 2 -S C) ft.
Drainage Area '7.0 ac.
Impervious Area CD, b ac.
Maximum Filter Strip/Buffer Slope 1.2. %
grass
Max. Discharge from a 10 Year Storm 4 Z. cfs
Max. Discharge to Level Spreader 14.2 cfs
Filter Strip/Buffer Vegetation GRAS S

Pre-treatment or Bypass Method RE -TR'_ek rWr;, ?
II. REQUIRED ITEMS CHECKLIST
cal
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
1 Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
N/ Bypass method is specified (if applicable) and plan details and calculations are provided
N Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
,ll No structures are located in protected buffers.
N Plan details for the bypass and outlets are provided.
J\ The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
THE LPA GROUP OF NORTH CAROLINA, P.A.
416-H Gallimore Dairy Rd.
GREENSBORO, NC 27409
[phone]
FAX [phone]
JOB
SHEET NO. OF
CALCULATED BY DATE
CHECKED BY DATE
RrAI F
204-1(Sinok Sheds) 2051(PaMkd)
THE LPA GROUP OF NORTH CAROLINA, P.A.
416-H Gallimore Dairy Rd.
GREENSBORO, NC 27409
[phone]
FAX [phone]
JOB
SHEET NO. _
CALCULATED BY
CHECKED BY_
SCAI F
OF_
DATE
DATE
'M 1 Itiinnh SAml\l?IK 111, "Meal
DWQ Project No. 0:?, 07'Z-_2,
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : A N L7r-6W'&- m 0T_?- -tu A 19 A?vrr T ;kW z ro Exre%v C*A
Contact Person: SmR_'%Q'A _ Phone Number:
Swale ID: 'p 1TC N S VY ALjE A- - --
Grass Swale Length
Tributary Drainage Area
Impervious Area
Max. Velocity from 2 Yr. Storm
Max. Velocity from 10 Yr. Storm
Min. side slopes
Steepest Effective Slope
Cover Crop
a :?k e-1_ ft.
4,15- ac.
.2-0 ac.
1.3Co fps
t .5R fps
ratio
do3 IUfl
GRASS
(at least 100 ft. per tributary acre)
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
(2 fps max.)
(3:1 min.)
(check dams may be used)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete slormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and oullet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
S Vegetation Plan provided on plans
The underlying soils are permeable and non-compacted
J? Swale carries only slonnwaler flow
N Water table depth is greater than 1 foot.
Plan details for the swale provided.
JJ Plan details for the inlets and outlets are provided.
\` Check dams provided.
J The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing.
?? The operation and maintenance agreement signed and notarized by the responsible party is provided.
DWQ Project No. C2 3 0723
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : Q N1JR81n??--y1(1 ?fLZ?11 _ i RW Z G e XT j aA
Contact Person: Phone Number: (5'6)_393
Swale ID: S%YAlm
Grass Swale Length
Tributary Drainage Area
Impervious Area
Max. Velocity from 2 Yr. Stone
Max. Velocity from 10 Yr. Storm
Min. side slopes
Steepest Effective Slope
Cover Crop
4-z 2-. fl.
. S ac
• 9-3---- ac
2y-- fps
_J ._ G fps
11.2 : I ratio
ft/ft
?l2ASS
(at least 100 ft. per tributary acre)
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
(2 fps max.)
(3:1 min.)
(check dams may be used)
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. if a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and oullet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Vegetation Plan provided on plans
The underlying soils are permeable and non compacted
Swale carries only slormwater flow
1 Water table depth is greater than 1 foot.
Plan details for the swale provided.
Plan details for the inlets and outlets are provided.
Check dams provided.
The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
DWQ Project No. 0307 Z3
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : A NDtiz6tnf?--hl??r1z?Ht( Anz ::bm RyJ Zro EXT'eN,ct dN
Contact Person: Phone Number MG)R9?_e-,""
Swale ID: Drr,, Sv,rq C
Grass Swale Length
Tributary Drainage Area
Impervious Area
Max. Velocity from 2 Yr. Storm
Max. Velocity from 10 Yr. Storm
Min. side slopes
Steepest Effective Slope
Cover Crop
700 ff.
4. S ac.
L1 JR)_ ac.
.G fps
1 . Cc3 fps
ratio
. CX> 2 fl/ft
C?EASS
(at least 100 ft. per tributary acre)
(on-site and off-site drainage to the Swale)
(on-silo and off-site drainage to the swale)
(2 fps max.)
(3:1 min.)
(check dams may be used)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
J\ Vegetation Plan provided on plans
\!S The underlying soils are permeable and non-compacted
,) Swale carries only slormwater flow
J1 Water table depth is greater than 1 foot.
X \ Plan details for the swale provided.
Plan details for the inlets and outlets are provided.
Check dams provided.
NI The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing.
J?) The operation and maintenance agreement signed and notarized by the responsible party is provided.
DWQ Project No. 0371D TZ3
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
I. PROJECT INFORMATION (please complete (lie following information):
Project Name : A N imewC-- VYI rR V Ajg:.t.3g?-r - R1n/ 2. o EX1"?1cj ?
Contact Person: ?? Phono Number. tg36)_
Swale ID: 'p tTCN I s w A.L r '[)
Grass Swale Length
Tributary Drainage Area
Impervious Area
ac
(!D .C:) --- ac
(al least 100 it. per tributary acre)
(on-silo and off-site drainage to the swale)
(on-silo and off-site drainage to [lie swale)
Max. Velocity from 2 Yr. Storm
Max. Velocity from 10 Yr. Storm
Min. side slopes
Steepest Effective Slope
Cover Crop
II. REQUIRED ITEMS CHECKLIST
I.G2- fps
1 •?9 fps
_ ratio
. Q045 full
---?A?-----
(2 fps max.)
(3:1 min.)
(check dams may be used)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwaler management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of Ilse project.
Applicants Initials
J Vegetation Plan provided on plans
1110 underlying soils are pernieable and nomcompacled
I \ Swale carries only stormwaler flow
Water table depth is greater than 1 fool.
Plan details for I11e Swale provided.
J -Plan details for the inlets and outlets are provided.
Check dams provided.
The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing.
The operation and maintenance agreement signed and notarized by I11e responsible party is provided.
DWQ Project No. C>3CIT23
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : A ND1?6Y1(?-YY1??YZ1?1- -It( At?Z'rlV2^r- RNA/ Z 6 E-Sl c
Contact Person: Phone Number: fnG)_?cl c]gq l
Swale ID: 'p t-r-C} 1 5 VY AL E
Grass Swale Length
Tributary Drainage Area
Impervious Area
Max. Velocity from 2 Yr. Storm
Max. Velocity from 10 Yr, Storm
Min. side slopes
Steepest Effective Slope
Cover Crop
1450 ff.
15. d9 ac.
1 . y3 ac.
Z,? fps
,2 _ Z o fps
4-: l ratio
. 00'7 F In
Gi?-A SS
(al least 100 fl. per tributary acre)
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the Swale)
(2 fps max.)
(3:1 min.)
(check dams may be used)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Vegetation Plan provided on plans
J The underlying soils are permeable and non-compacted
\) Swale carries only stormwater flow
N!? Water table depth is greater than 1 foot.
Ks Plan details for the swale provided.
1 Plan details for the inlets and outlets are provided.
Check dams provided.
The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
J, annual mowing.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
DWQ Project No. 03072.3
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: A N 1JS`6Y1(?- VYI r ?rz?-IU Q lcz;?vz-I- gW z G EXr1.NS1 C1A
Contact Person: Phone Number: MG)_-a93-cz4q,1
Swale ID: 'p ITC} I lSW At- tF
Grass Swale Length
Tributary Drainage Area
Impervious Area
Max. Velocity from 2 Yr. Storm
Max. Velocity from 10 Yr. Storm
Min. side slopes
Steepest Effective Slope
Cover Crop
3992 ft.
Z I 1 ac.
2 .4 ac.
. C`'31 - fps
I fps
4--.1 ratio
.0045 ft/ft
GR?g55
(at least 100 ft. per tributary acre)
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
(2 fps max.)
(3:1 min.)
-(check dams may be used)
It. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. !f a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
A:-\ Vegetation Plan provided on plans
A -"\ The underlying soils are permeable and non-compacted
!, Swale carries only stonnwater flow
Water table depth is greater than 1 foot.
Plan details for the swale provided.
J 1 Plan details for the inlets and outlets are provided.
Check dams provided.
The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
J J annual mowing.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
DWQ Project No. 036TZ3
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
I. PROJECT INFORMATION (please complete the following information):
Project Name : A N [?1z ev?(?- m t rTt??1-It( A f g; u? R M Z G GXr-e N ,_C'1 ! 1*A
Contact Person: _ ?sNn?'Ss,?1__.___..____ Phone Number: ?3lQ)_393-r?441
Swale ID: 1pt-T 0J / -SWA.L G
Grass Swale Length
Tributary Drainage Area
Impervious Area
2ro42 ft.
19,JS ac.
2AT_ ac.
(al least 100 ft. per tributary acre)
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
Max. Velocity from 2 Yr. Stone
Max. Velocity from 10 Yr. Storm
Min. side slopes
Steepest Effective Slope
Cover Crop
II. REQUIRED ITEMS CHECKLIST
. g5 fps
2 f_->2 fps
4: ( ratio
.oc> 4GG ft/ft
GTLr4SS
(2 fps max.)
(3:1 min.)
(check dams may be used)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
S? Vegetation Plan provided on plans
The underlying soils are permeable and non-compacted
\ Swale carries only stormwaler flow
Water table depth is greater than 1 foot.
IN Plan details for the swale provided.
AJ Plan details for the inlets and outlets are provided.
Check dams provided.
1 The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
DWQ Project No. O30?2_3
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
I. PROJECT INFORMATION (please complete the following information):
Project Name : 1 ,14y r Z 6 C SI o1N
Contact Person: ___?QSt{ LQvirA ?...--.- - - Phone Number:
Swale ID: 5
DITCH / WA.L. 1836)_3.93-e?941._
Grass Swale Length
Tributary Drainage Area
Impervious Area
Max. Velocity from 2 Yr. Storm
Max. Velocity from 10 Yr. Storm
Min. side slopes
_ t n ? ac.
ac.
fps
• ?'i fps
ratio
(at least 10011. per Iribulary acre)
(oil-silo and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
(2 fps max.)
(3:1 min.)
Steepest Effective Slope
Cover Crop
II. REQUIRED ITEMS CHECKLIST
. Cyco4-2 1t/fl
(7='V_-ASS
(check dams may be used)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and gullet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Ap li is Initials
Vegetation Plan provided on plans
- -The underlying soils are permeable and non compacted
J> Swale carries only stormwater Ilow
Water table depth is greater than 1 fool.
J? Plan details for the swalo provided.
?A Plan details for the iolels and oullets are provided.
Check dams provided.
Al The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
,J annual mowing.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
DWQ Project No. 03072 3
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
I. PROJECT INFORMATION (please complete the following information):
Project Name : A Nyg?1p($????I???? R1n/ ZF? G]1y?1 c`J?
Contact Person:
as?SH_.?44-IN.?sa?_-...-------.---• Phone Number:
Swale ID: 'r> ITCN 'S VY Alm P336) -- 3.9 3 (Z)441
Grass Swale Length
Tributary Drainage Area
Impervious Area
Max. Velocity from 2 Yr. Sloan
Max. Velocity from 10 Yr. Storm
Min. side slopes
Steepest Effective Slope
Cover Crop
25b _ II.
3 ac.
© ac.
1,12 fps
1.30 fps
•• ratio
. Cbo213 _ II/ft
G Izn S5
(at least 100 fl. per tributary acre)
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
(2 fps max.)
(3:1 min.)
(check dams may be used)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Vegetation Plan provided on plans
SS ----The underlying soils aro pornteable and non compactud
Swale carries only stonnwaler Ilow
Water table depth is greater than 1 foot.
----?1? Plan details for the swale provided.
\ Plan details for the inlets and outlets are provided.
Check darns provided.
The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing.
,J The operation and maintenance agreement signed and polarized by the responsible party is provided.
LIJ3 x
frapezo'idal Ai diMws-Murphy
Comment:
Solve For
Bottom Width... ft ` Uelocity.......,', fps
Lt Side Slope..
; :i:CH U) Flow: Area.. sf .
Bt Side
Slope..
M
i
' .:1 CN U) Flow Jopp'Width : ft
ann
s n. .,
ng wetted Perimeter ft
Channel' Slope.. ft/ft < CriticaI,Depth ft
Depth.......... ft Critical 'Slope'.- ft/ft
Discharge...... efs Froude Number...
THE LPA GROUP OF NORTH CAROLINA, P.A.
416-H Gallimore Dairy Rd.
GREENSBORO, NC 27409
[phone]
FAX [phone]
JOB A- IM f4
SHEET NO. OF
CALCULATED BY DATE CHECKED BY DATE
crnl c
.. .
-76
.
L.

204-1 ISmgle SAee151?M 1 (Ndd,dl
THE LPA GROUP OF NORTH CAROLINA, P.A.
416-H Gallimore Dairy Rd.
GREENSBORO, NC 27409
[phone]
FAX [phone]
JOB
SHEET NO. IT 2 N OF
CALCULATED BY DATE
CHECKED BY DATE
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THE LPA GROUP OF NORTH CAROLINA, P.A.
416-H Gallimore Dairy Rd.
GREENSBORO, NC 27409
[phone]
FAX [phone]
JOB ?? 1?l S - ftlpt4Y
SHEET NO. OF
CALCULATED BY DATE
CHECKED BY DATE
S(:AI F

• ,
THE LPA GROUP OF NORTH CAROLINA, P.A.
416-H Gallimore Dairy Rd.
GREENSBORO, NC 27409
[phone]
FAX [phone]
JOB
SHEET NO. OF
CALCULATED BY DATE
CHECKED BY DATE
PRODUCT 204-1(S4gk Sheets) 205-1(Padded)
Worksheet NTC -b
Worksheet for Triangular Channel OZ; T
Project Description
Worksheet Triangular Channe
Flow Element Triangular Channe
Method Manning's Formula
Solve For Channel Depth
Input Data
Mannings Coeffic 0.045
Slope 004500 ft/ft
Left Side Slope 4.00 H : V
Right Side Slope 4.00 H : V
Discharge 16.20 cfs
Results
Depth 1.50 ft
Flow Area 9.0 ft2
Wetted Perim 12.39 ft
Top Width 12.02 ft
Critical Depth 1.00 ft
Critical Slope 0.038661 ft/ft
Velocity 1.79 ft/s
Velocity Head 0.05 ft
Specific Eneq 1.55 ft
Froude Numb, 0.36
Flow Type 3ubcritical
Project Engineer: Josh Johnson
untitled.fm2 THE LPA GROUP, INC. FlowMaster v6.1 1614kj
11/11/03 03:15:06 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
°D ITCH v
Worksheet
Worksheet for Triangular Channel
Q - YTZ STbr--?
Project Description
Worksheet Triangular Channe
Flow Element Triangular Channe
Method Manning's Formula
Solve For Channel Depth
Input Data
Mannings Coeffic 0.045
Slope 007500 ft/ft
Left Side Slope 4.00 H : V
Right Side Slope 4.00 H : V
Discharge 17.00 cfs
Results
Depth 1.39 ft
Flow Area 7.7 ftz
Wetted Perim( 11.46 ft
Top Width 11.12 ft
Critical Depth 1.02 ft
Critical Slope 0.038413 ft/ft
Velocity 2.20 ft/s
Velocity Head 0.08 ft
Specific Enerc 1.47 ft
Froude Numb 0.47
Flow Type 5ubcritical
Project Engineer: Josh Johnson
untitled.fm2 THE LPA GROUP, INC. FlowMaster v6.1 [614k]
11/11/03 02:57:47 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
THE LPA GROUP OF NORTH CAROLINA, P.A.
416-H Gallimore Dairy Rd.
GREENSBORO, NC 27409
[phone]
FAX [phone]
JDB AKSoVk---WS mA,_? WM
SHEET NO. I J i It t V OF
CALCULATED BY DATE G
CHECKED BY DATE
S(:AI F
4,.C?..
1.?..

PROMY 201-1(Si.gle Sheets) 2051(Ndded)
^D ITCH
LPA
416-H Gallimore Dairy Road
Greensboro, North Carolina 27409
[phone]
Tuesday, July 01, 2003 10:09:12 AM
PROJECT: phy\Ra362010 - Runway 26 Extension\Design\hydrology628alteredw-tie.pro
--------------------------------------------------------------------------------
ALIGNMENT REPORT
Alignment Name:
Point Number Description Sta Northing Easting Elevation
Bearing
------
-- Distance
-
-------
431832 --------- ------- -----------
0+08.03 -------------
562191.1839 --------------
550819.0415 ----------
1695.99
N7400611911E 16.97 ft
431833 0+25.00 562195.8306 550835.3595 1695.93
N7400611911E 25.00 ft
431834 0+50.00 562202.6774 550859.4037 1696.25
N7400611911E 25.00 ft
431835 0+75.00 562209.5242 550883.4479 1696.57
N7400611911E 25.00 ft
431836 1+00.00 562216.3709 550907.4920 1696.89
N7400611911E 25.00 ft
431837 1+25.00 562223.2177 550931.5362 1696.81
N7400611911E 25.00 ft
431838 1+50.00 562230.0645 550955.5804 1697.14
N7400611911E 25.00 ft
431839 1+75.00 562236.9112 550979.6245 1697.46
N7400611911E 25.00 ft
431840 2+00.00 562243.7580 551003.6687 1697.78
N7400611911E 25.00 ft
431841 2+25.00 562250.6047 551027.7128 1697.70
N7400611911E 25.00 ft
431842 2+50.00 562257.4515 551051.7570 1698.02
N7400611911E 25.00 ft
431843 2+75.00 562264.2983 551075.8012 1698.34
N7400611911E 25.00 ft
431844 3+00.00 562271.1450 551099.8453 1698.66
N7400611911E 25.00 ft
431845 3+25.00 562277.9918 551123.8895 1698.58
N7400611911E 25.00 ft
431846 3+50.00 562284.8386 551147.9337 1698.90
N7400611911E 25.00 ft
431847 3+75.00 562291.6853 551171.9778 1699.22
N7400611911E 25.00 ft
431848 4+00.00 562298.5321 551196.0220 1699.54
N7400611911E 25.00 ft
431849 4+25.00 562305.3789 551220.0662 1699.86
N7400611911E 25.00 ft
431850 4+50.00 562312.2256 551244.1103 1700.18
N7400611911E 25.00 ft
431851 4+75.00 562319.0724 551268.1545 1700.50
N7400611911E 25.00 ft
431852 5+00.00 562325.9192 551292.1986 1700.82
N7400611911E 25.00 ft
431853 5+25.00 562332.7659 551316.2428 1701.14
N74006119"E 25.00 ft
431854 5+50.00 562339.6127 551340.2870 1701.46
N7400611911E 25.00 ft
431855 5+75.00 562346.4595 551364.3311 1701.78
N7400611911E 25.00 ft
431856 6+00.00 562353.3062 551388.3753 1702.10
N7400611911E 25.00 ft
431857 6+25.00 562360.1530 551412.4195 1702.42
N7400611911E 25.00 ft
431858 6+50.00 562366.9998 551436.4636 1702.50
?j
, LPA
416-H Gallimore Dairy Road
Greensboro, North Carolina 27409
[phone]
Tuesday, July 01, 2003 10:09:12 AM
PROJECT: phy\Ra362010 - Runway 26 Extension\Design\hydrology628alteredw-tie.pro
--------------------------------------------------------------------------------
N74°06'19"E 25.00 ft
431859 6+75.00 562373.8465 551460.5078 1699.00
THE LPA GROUP OF NORTH CAROLINA, P.A.
416-H Gallimore Dairy Rd.
GREENSBORO, NC 27409
[phone]
FAX [phone]
JOB-- m UT> c}I--1
SHEET NO.??' 1 OF
CALCULATED BY DATE - rr'.
CHECKED BY DATE '
crni a

'-D i -rcA c
LPA
416-H Gallimore Dairy Road
Greensboro, North Carolina 27409
[phone]
Tuesday, July 01, 2003 10:09:28 AM
PROJECT: phy\Ra362010 - Runway 26 Extension\Design\hydrology628alteredw-tie.pro
--------------------------------------------------------------------------------
ALIGNMENT REPORT
Alignment Name:
Point Number Description Sta Northing Easting Elevation
Bearing
----- Distance
----------
329109 ---------- ------- -----------
0+00.00 -------------
561965.6961 --------------
549965.1141 ----------
1691.96
N7400611911E 25.00 ft
329110 0+25.00 561972.5429 549989.1583 1692.03
N7400611911E 25.00 ft
329111 0+50.00 561979.3897 550013.2025 1692.10
N7400611911E 25.00 ft
329112 0+75.00 561986.2364 550037.2466 1692.17
N7400611911E 25.00 ft
329113 1+00.00 561993.0832 550061.2908 1692.24
N7400611911E 25.00 ft
329114 1+25.00 561999.9300 550085.3349 1692.31
N7400611911E 25.00 ft
329115 1+50.00 562006.7767 550109.3791 1692.38
N7400611911E 25.00 ft
329116 1+75.00 562013.6235 550133.4233 1692.45
N7400611911E 25.00 ft
329118 2+00.00 562020.4703 550157.4674 1692.53
N7400611911E 25.00 ft
329119 2+25.00 562027.3170 550181.5116 1692.60
N7400611911E 25.00 ft
329120 2+50.00 562034.1638 550205.5558 1692.67
N7400611911E 25.00 ft
329121 2+75.00 562041.0106 550229.5999 1692.74
N7400611911E 25.00 ft
329123 3+00.00 562047.8573 550253.6441 1692.81
N7400611911E 25.00 ft
329124 3+25.00 562054.7041 550277.6883 1692.88
N74006119"E 25.00 ft
329125 3+50.00 562061.5508 550301.7324 1692.95
N7400611911E 25.00 ft
431664 3+75.00 562068.3976 550325.7766 1693.02
N7400611911E 25.00 ft
431668 4+00.00 562075.2444 550349.8207 1693.10
N7400611911E 25.00 ft
431669 4+25.00 562082.0911 550373.8649 1693.17
N7400611911E 25.00 ft
431670 4+50.00 562088.9379 550397.9091 1693.24
N7400611911E 25.00 ft
431671 4+75.00 562095.7847 550421.9532 1693.31
N74006119"E 25.00 ft
431672 5+00.00 562102.6314 550445.9974 1693.38
N74006'11"E 25.00 ft
431673 5+25.00 562109.4792 550470.0415 1694.50
N7400611911E 25.00 ft
431674 5+50.00 562116.3259 550494.0854 1694.50
N74006119"E 25.00 ft
431675 5+75.00 562123.1727 550518.1296 1694.50
N74006'19"E 25.00 ft
431676 6+00.00 562130.0195 550542.1738 1694.50
N7400611911E 25.00 ft
431677 6+25.00 562136.8662 550566.2179 1694.50
N7400611911E 25.00 ft
431678 6+50.00 562143.7130 550590.2621 1694.50
;L$A,
416-H Gallimore Dairy Road
Greensboro, North Carolina 27409
[phone]
Tuesday, July 01, 2003 10:09:28 AM
PROJECT: phy\Ra362010 - Runway 26 Extension\Design\hydrology628alteredw-tie.pro
-------------------------------------------------------------------------------
N74°06'19"E
431679
N74°06'19"E
431680
N74°06'19"E
431681
N74°06'19"E
431682
N74°06'19"E
431683
25.00 ft
6+75.00 562150.5598 550614.3063
25.00 ft
7+00.00 562157.4065 550638.3504
25.00 ft
7+25.00 562164.2533 550662.3946
25.00 1t
7+50.00 562171.1001 550686.4388
25.00 ft
7+75.00 562177.9468 550710.4829
1694.50
1694.50
1694.74
1695.06
1695.38

J- %
Project Description
Worksheet Triangular Channe
Flow Element Triangular Channe
Method Manning's Formula
Solve For Channel Depth
Input Data
Mannings Coeffic 0.045
Slope 004600 ft/ft
Left Side Slope 4.00 H : V
Right Side Slope 4.00 H : V
Discharge 18.30 cfs
Results
Depth 1.57 ft
Flow Area 9.8 ft2
Wetted Perim 12.92 ft
Top Width 12.53 ft
Critical Depth 1.05 ft
Critical Slope 0.038038 ft/ft
Velocity 1.86 ft/s
Velocity Head 0.05 ft
Specific Enerc 1.62 ft
Froude Numb. 0.37
Flow Type 3ubcritical
Worksheet
Worksheet for Triangular Channel
-D ITC"
r P-fTED
Project Engineer: Josh Johnson
untitled.fm2 THE LPA GROUP, INC. FlowMaster v6A [614k]
11/11/03 02:43:29 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
Worksheet D I TC-H G
rn ???.?
Worksheet for Triangular Channel
I (7-Yl?- S"[-oZYY\
Project Description
Worksheet Triangular Channe
Flow Element Triangular Channe
Method Manning's Formula
Solve For Channel Depth
Input Data
Mannings Coeffic 0.045
Slope 004600 ft/ft
Left Side Slope 4.00 H : V
Right Side Slope 4.00 H : V
Discharge 25.30 cfs
Results
Depth 1.77 ft
Flow Area 12.5 ft'
Wetted Perim 14.58 ft
Top Width 14.15 ft
Critical Depth 1.20 ft
Critical Slope 0.036430 ft/ft
Velocity 2.02 ft/s
Velocity Head 0.06 ft
Specific Enerc 1.83 ft
Froude Numb- 0.38
Flow Type 5ubcritical
Project Engineer: Josh Johnson
untitled.fm2 THE LPA GROUP, INC. FlowMaster v6.1 [614k]
11/11/03 03:04:06 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
THE LPA GROUP OF NORTH CAROLINA, P.A.
416-H Gallimore Dairy Rd.
GREENSBORO, NC 27409
[phone]
FAX [phone]
-
1?
O-7l
)
-4
?
JOB
V
> f C H
SHEET NO.
r OF

CALCULATED BY /?'+
DATE cp/ 27 hn ,
CHECKED BY DATE
SCALE
i I

Pnnnncr 701-1 (Slnpl, Sh.1s) M61 JNM M)
4 .-D ITCH 'P-7
LPA
416-H Gallimore Dairy Road
Greensboro, North Carolina 27409
[phone]
Friday, June 27, 2003 5:59:45 PM
PROJECT: phy\Ra362010 - Runway 26 Extension\Design\hydrology626alteredw-tie.pro
--------------------------------------------------------------------------------
ALIGNMENT REPORT
Alignment Name:
Bearing
---------------- Distance
---------
----- Sta
------------- Northing
-- Easting

600+00.00 ------------
561584.3430 -------------
548695.4132 ----------
1(0501--rG
S74°06'24"W 3072.44 ft
630+72.44 560742.9711 545740.4231
S8001110311W 812.66 ft
638+85.10 560604.4249 544939.6557
N5404915211W 97.44 ft
639+82.54 560660.5482 544860.0042
S8101813711W 10.08 ft

639+92.62
560659.0259
544850.0436 /''
1(97L C 7
------- oo4 =A??e
3 C? qz , GO
THE LPA GROUP OF NORTH CAROLINA, P.A.
416-H Gallimore Dairy Rd.
GREENSBORO, NC 27409
[phone]
FAX [phone]

N?
A
JOB
???
?4
f
SHEET NO. L VT C
e
! 5) OF
CALCULATED BY DATE ?/b ?
CHECKED BY DATE
SCALE
? 7 X .... ?f C?. .. 22
L I, .L x ,-tom /.« t 7
...........
104-1 (Single Sheetsl 7054 (Ri M1
LPA
IT 416-H Gallimore Dairy Road
Greensboro, North Carolina 27409
[phone]
Saturday, June 28, 2003 8:06:43 PM
PROJECT: by\Ra362010 - Runway 26 Extension\Design\hydrology628aalteredw-tie.pro
--------------------------------------------------------------------------------
ALIGNMENT REPORT
Alignment Name:
Bearing
---------------- Distance
--------------- Sta
------------ Northing
---- Easting

607+89.84 ---------
561667.9852 --------------
547833.2144 ----------
16&-110
S74°10'36"W 10.00 ft
607+99.84 561665.2585 547823.5934 1660
11
N60053141"W 211.36 ft ,
610+11.20 561768.0661 547638.9246
S7400611911W 2420.38 ft
634+31.58 561105.1954 545311.0853 16-14.o-5
I Z'
??? ??

Andrews-Murphy Airport
Runway 26 Extension
Storm Water Management
Prowect Narrative
Andrews-Murphy Airport, located in Cherokee County, NC, is expanding the airport
facilities through the extension of Runway 26 and by grading the Runway Safety Area
and Extended Runway Safety Areas for both Runway 26 and Runway 8. The proposed
extension and grading is necessary to increase the safety of users of the airport by
providing a longer runway and safer approach.
This project consists of extending Runway 26 506'. Two Drainage Areas flow into two
different streams. The drainage area along Runway 8, the southwestern end of the
airport, will not experience a change in impervious area due to this project. The
drainage area along Runway 26 and beyond, the Northeastern end of the airport, feeds
into Ricket Branch. Ricket Branch then flows into the Valley River. Ricket Branch is a
Class C stream.
Runway Area Runoff - Storm water runoff from the proposed runway paved surfaces
will sheet flow approximately 37.5 feet from the crown at the centerline of the proposed
runway at a slope of 1.5%. At the edge of the proposed runway pavement the runoff
will enter a grass filter strip area as sheet flow. This filter strip area varies between
162.5 and 200 feet in length. The slope of the filter strip area varies between 1.5-3%
and the velocity of flow for the runoff will be less than 2 fps in the 2 year event.
Maintenance of the filter strip area shall include multiple mowings annually by airport
maintenance personnel.
Storm water runoff from the proposed taxiway paved surfaces will sheet flow
approximately 17.5 feet from the crown at the centerline of the proposed runway at a
slope of 1.5%. At the edge of the proposed runway pavement the runoff will enter a
grass filter strip area as sheet flow. This filter strip area varies between 22 and 60 feet.
The strips are abbreviated due to safety requirements prescribed by the FAA.
Runoff which does not infiltrate shall be collected in grassed swales. The longitudinal
slopes of the grassed swales is less than 2%. The side slopes of the grassed swales
are shown as 4:1 (Reference is directed to plan sheet TS-1, Runway Typical Section
detail). Maintenance of the grassed swales shall include multiple mowings annually by
airport maintenance personnel as well. Runoff will enter existing Ricket Branch on
airport property, with roughly half of the flow entering Ricket Branch through an existing
culvert. The other half will enter through a mitigation area. All of the swales and the
mitigation area will be lined with matting as warranted. The worksheets and design
calculations are included along with a spreadsheet showing all of the information
together.
Some of these swales will flow through level spreaders as shown on the BMP. The
level spreaders are used in a pre-treatment form, not as a bypass. These level
spreaders were designed from the NC DWQ design specifications and the worksheets
that were used are included, along with design calculations.
11/11/2003 18:23 828-B37-4678 5 A VICKNAIR CPA PAGE 01
LEVEL SPREADER & GRASSED SWALES OPERATION AND MAINTENANCE AGREEMENT
The Level Spreader and Grassed Swales system Is defined as the pretreatment including forebays and the
vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
1. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
2. Inspect and repair the collection system (i.e. catch basins, piping, Swales, riprap, etc.) quarterly to
maintain proper functioning.
3. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired andlor
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWO of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Stephen A Vicknalr
Title:-Coordingtor. rt Development, Cherokee Co nt
Address: 7 Peaghtirge atreet. ' 112, Murphy, NC 8906
Ph(
Sig
Date: November 11. AQU;i -
Nate: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president. vrv coo t "ns , a Notary Public for the State of I v • C-w
County of do hereby certify that 16- 1 r_IGv?o i lr
personally appeared before me this _--114'?Y day of 29p3 , and acknowledge the due
execution of the forgoing wat [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
co,
J-b it
40IJ 13 %C'
r?
Co U ii V?!
SEAL
nay commission expires 3-1%-D?
Page 1 of 2
CQ
wATF
QG
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
October 28, 2003
Mr. Steve Vicknair
Cherokee County Airport Commission
P.O. Box 220
Murphy, NC, 28906
Re: Andrews-Murphy Airport RunwaylTaxiway Extension and Safety Area
Construction, Cherokee County
DWQ #03-0723; USACE Action ID. No. 200330952
Dear Mr. Vicknair:
Attached hereto is a copy of Certification No. 3444 issued to Mr. Steve Vicknair, dated October 28, 2003.
In addition, you should get any other federal, state or local permits before you go ahead with your project including
(but not limited to) Solid Waste, Sediment and Erosion Control, Stormwater, Dam Safety, Non-discharge and
Water Supply Watershed regulations.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
Alan W. Klimek, P.E.
AW K/cbk
Attachments
cc: U.S. Army Corps of Engineers, Asheville Regulatory Field Office
Kevin Barnett, DWQ, Asheville Regional Office
File Copy
Central Files
Gordon Murphy, LPA Group, 700 Huger St., Columbia, SC, 29250
030800
IRA
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands)
Mr. Steve Vicknair
October 28, 2003
Page 3
3. 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;
Continuing Compliance:
4. Steve Vicknair and the Cherokee County Airport Commission shall conduct construction activities in a
manner consistent with State water quality standards (including any requirements resulting from
compliance with section 303(d) of the Clean Water Act) and any other appropriate requirements of
State law and federal law. If the Division determines that such standards or laws are not being met
(including the failure to sustain a designated or achieved use) or that State or federal law is being
violated, or that further conditions are necessary to assure compliance, the Division may re-evaluate
and modify this Certification to include conditions appropriate to assure compliance with such
standards and requirements in accordance with 15A NCAC 2H.0507(d). Before modifying the
Certification, the Division shall notify Steve Vicknair and the Cherokee County Airport Commission
and the US Army Corps of Engineers, provide public notice in accordance with 15A NCAC 21-1.0503
and provide opportunity for public hearing in accordance with 15A NCAC 2H.0504. Any new or
revised conditions shall be provided to Steve Vicknair and the Cherokee County Airport Commission
in writing, shall be provided to the United States Army. Corps of Engineers for reference in any Permit
issued pursuant to Section 404 of the Clean Water Act, and shall also become conditions of the 404 % 11
Permit for the project;
Mitigation:
5. Mitigation must be provided for the proposed impacts as specified in the table below. We understand
that you wish to construct a 2,566-foot relocated channel, which will incorporate natural channel
design techniques, to meet this mitigation requirement. Before any of the impacts authorized in this
Certification occur, you must provide and receive written approval from this Office for a final stream
relocation and/or stabilization plan. The plan must include designs and specifications that meet the
definition of stream restoration (or enhancement in no relocation is proposed) according to the latest
version of the Internal Technical Guide for Stream Work in North Carolina (available at
http://h2o.ehnr.state.nc.us/ncwetiands/strmgide.htmi). The stream and buffer relocation must be
constructed, maintained, and monitored according to the plans approved by this Office. Any repairs or
adjustments to the site must be made according to the approved plans or must receive written
approval from this Office to make the repairs or adjustments. The relocated stream must be
preserved in perpetuity by use of a conservation easement or other similar mechanism as part of the
approved plans.
Compensatory Mitigation
Required
Stream 1,988 feet
Wetlands N/A acres
Waters N/A acres
Buffers N/A (square feet
Stream Crossings:
6. Placement of culverts and other structures in waters, streams, and wetlands must be placed below the
elevation of the streambed to allow low flow passage of water and aquatic life. Design and placement
of culverts including open bottom or bottomless arch culverts and other structures including temporary
erosion control measures shall not be conducted in a manner that may result in aggradation,
degradation or significant changes in hydrology of wetlands or stream beds or banks, adjacent to or
upstream and down stream of the above structures. Additionally, when roadways, causeways or other
fill projects are constructed across FEMA-designated floodways or wetlands, openings such as
culverts or bridges must be provided to maintain the natural hydrology of the system as well as
Andrews-Murphy Airport DWQ #03-0723
Subject: Andrews-Murphy Airport DWQ #03-0723
Date: Mon, 10 Nov 2003 09:32:15 -0500
From: "Murphy, Gordon" <[e-mail]>
To: "Cyndi Karoly (E-mail)" <[e-mail]>
CC: "Dave Baker (E-mail)" <[e-mail]>,
"Kirby, Jeff" <[e-mail]>
Good morning Cyndi.
I left you a voice mail this morning concerning Andrews-Murphy Airport and
decided to follow-up with an email. Thanks for getting the 401
certification to us. However, there are two special conditions of the
certification that we have concerns with.
The first involves mitigation. Special Condition 5 says that we need
written approval of the mitigation plan from your office before impacts to
the existing stream can occur. We submitted a mitigation plan in June along
with the Section 404/Section 401 permit application. Seven copies of the
plan were sent to Raleigh and one was sent to your Asheville office. To
date we haven't received any response from your office concerning the plan.
If additional mitigation information is needed, we need to be know so that
it can be provided to you ASAP.
The second concerns stormwater management (Special Condition 7). We
submitted a State Stormwater Permit application, along with the pertinent
drawings and a check for the processing fee in June. The package was
returned to us with a letter from your office (dated August 6, 2003) that
said a stormwater permit was not required for this project. If needed, this
information can be resubmitted to your office. Please advise.
It is imperative that construction of the new stream channel begin
immediately in order to get it stabilized prior to diverting water into it
next spring, as the trees and shrubs should be planted this winter while
they are dormant. To do this, a section of pipe must be placed in the
existing stream to allow the contractor to access the site and begin
excavation of the new channel, which will require that conditions of the 404
permit and 401 certification are met first. We are concerned that the
special conditions concerning mitigation and stormwater (for which
information has already been submitted to your office) will create a
situation in which the window of opportunity for effectively establishing
and planting the stream relocation site will be missed, thereby delaying the
construction of the runway extension and runway safety area at the Airport.
Please give me a call at [phone] at your earliest convenience so that
we can discuss and resolve these issues in a timely fashion.
Thanks,
Gordon
1 of 1 11110/03 10:23 AM
NJ% THE LPA GROUP INCORPORATED
Transportation Consultants
700 HUGER STREET ¦ PO. BOX 5805 ¦ COLUMBIA, SC 29250 ¦ 803-254E21¦ 03;',79- 749
P8
June 12, 2003 IN
.1417
Mr. John Dorney 2
NCDENR, Division of Water Quality
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260 tt
SUBJECT: Andrews-Murphy Airport
Runway/Taxiway Extension and Safety Area Construction
Dear Mr. Dorney:
On behalf of the Cherokee County Airport Authority, THE LPA GROUP INCORPORATED (LPA)
is requesting Section 401 water quality certification for the above referenced project. Please find
enclosed seven copies of permit application package that was submitted to the U.S. Army Corps of
Engineers, including the mitigation plan, and a check in the amount of $475.00 for the Section 401
processing fee.
If you have any questions or require additional information, please do not hesitate to contact me at
[phone].
Zcerely,
Gordon Murphy
y
Environmental Scientist
enclosures
cc: Mr. Steve Vicknair, Andrews-Murphy Airport
Mr. Jeff Kirby, LPA
ATLANTA ¦ BATON ROUGE ¦ CHARLESTON ¦ CHARLOTTE ¦ COLUMBIA ¦ GREENSBORO ¦ GULFPORT ¦ JACKSONVILLE
KNOXVILLE ¦ LITTLE ROCK ¦ MOBILE ¦ ORLANDO ¦ RALEIGH ¦ RICHMOND ¦ SARASOTA ¦ TALLAHASSEE ¦ TAMPA ¦ WEST PALM BEACH
THE LPA GROUT' INCORPORATED
- Transportation Consultants RLE
700 HUGER STREET ¦ P.O. BOX 5805 ¦ COLUMBIA, SC 29250 ¦ 803-254-2211 ¦ FAX [phone]
June 12, 2003
Mr. David Baker
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
SUBJECT: Andrews-Murphy Airport
. Runway/Taxiway Extension and Safety Area Construction
Dear Mr. Balser:
On behalf of the Cherokee County Airport Authority, THE LPA GROUP INCORPORATED (LPA)
is requesting an individual permit for unavoidable impacts to 1,988 linear feet of Ricket Branch
associated with the above referenced project. Please find enclosed a permit request package. The
package includes a completed ENG FORM 4345, a letter designating LPA as the authorized agent, a
project narrative, permit drawings, and a stream mitigation plan.
Seven copies of the permit package have been submitted to Mr. John Dorney at the NCDENR
Division of Water Quality. If you have any questions or require additional information, please do not
hesitate to contact me at [phone].
Sincerely,
Gordon Murphy
Environmental Scientist
enclosures
cc: Mr. Steve Vicknair, Andrews-Murphy Airport, w/enclosures
Mr. Jeff Kirby, LPA, w/enclosures
Mr. John Dorney, DWQ, w/enclosures (7)
Ms. Becky Fox, USEPA, w/enclosures
Mr. Brian Cole, USFWS, w/enclosures
Mr. Owen Anderson, N.C. Wildlife Commission, w/enclosures
ATLANTA ¦ BATON ROUGE ¦ CHARLESTON ¦ CHARLOTTE ¦ COLUMBIA ¦ GREENSBORO ¦ GULFPORT ¦ JACKSONVILLE
KNOXVILLE ¦ LITTLE ROCK ¦ MOBILE ¦ ORLANDO ¦ RALEIGH ¦ RICHMOND ¦ SARASOTA ¦ TALLAHASSEE ¦ TAMPA ¦ WEST PALM BEACH
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003
(33 CAR 325) Expires December 31, 2004
The Public burden for this collection of information is sestimated to average 10 hours per response, although the majority of applications should require
5 hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and
completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget,
Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law,
no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control
number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of 'the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection , Research and
Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application for a
permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies.
Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit
be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed in full will be returned.
ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED
!ITEMS BELOW TO BE FILLED BY APPLICAN
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (anapentisnotreauired)
Cherokee County Airport Commission THE LPA GROUP INCORPORATED
6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
Mr. Steve Vicknair, Mr. Gordon Murphy
PO Box 220, Murphy, NC 28906 PO Box 5805, Columbia SC 29250
T. APPLICANT'S PHONE NOS. W/AREA CODE 10. AGENT'S PHONE NOS. W/AREA CODE
a. Residence a. Residence
b. Business [phone] b. Business [phone]
11. STATEMENT OF AUTHORIZATION _
I hereby authorize, SEE ATTACHED LETTER to act in my behalf as my agent in the processing of this application and to
furnish, upon request, supplemental information in support of this permit application.
APPLICANT'S SIGNATURE DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE lseeinsrructions;
Andrews-Murphy Airport, Runway/Taxiway Extension & Safety Area Construction
'18. NAME OF WATERBODY. IF KNOWN (il annlirwh/.1 14. PROJECT STREET ADDRESS tfapp#.blel
Ricket Branch SEE ATTACHED LOCATION MAP
15. LOCATION OF PROJECT
Cherokee NC
COUNTY STATE `
16, OTHER LOCATION DESCRIPTIONS, IF KNOWN, (see instructions)
SEE ATTACHED LOCATION MAP
17. DIRECTIONS TO THE SITE
Located 1.6 miles west of Andrews, North Carolina.
N FORM 4345, Jul 97 EDITION OF FEB 94 IS OBSOLETE. (Proponent: CECW-OR)
I
18. Nature of Activity (Description of project, include at/ features)
Relocate a section of Ricket Branch and construct a 500-foot long runway/taxiway.extension
and a 400' X 1,000' runway safety area at the eastern end of Runway 8/26.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
SEE ATTACHED PROJECT NARRATIVE
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
SEE ATTACHED PROJECT NARRATIVE
21. Type(s) of Material Being Discharged and the Amount of Each Tvoe in Cubic Yards
Approximately 1,841 cubic yards of clean soil to be obtained from on-site uplands.
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Approximately 0.16 acres of stream channel.
23. Is Any Portion of the Work Already Complete? Yes r___1 No " IF YES. DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental list).
Mr. Keith Wood C/O Edgar A. Wood Trust, P.O. Box 340, Andrews, North Carolina 28901-0340
25. List of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application.
AGENCY TYPF APPRnVAI * Ir)FAITIFICAT1nN NI WPM r)ATC A92011Cn nATC A000nXIOM M- nuurr?
NC Division FONSI
of Aviation
*Would include but is not restricted to zoning, building and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work describe in this application. I certify that the information in this
application is complete and accurate. I further certify that I possess the autho i to undertake work d scribed herein or pm acting as the
duly authorized agent of the applicant.
SIGNATURE OF APPLICANT DATE SIGNATURE OF A ENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than 510,000 or imprisoned not more than five years or both.

CHEROKEE COUNTY
75 Peachtree Street
Murphy, North Carolina 28906
April 21, 2003
[phone] • [phone]
A. Gordon Murphy,-Environmental Specialist
THE LPA GROUP INCORPORATED
700 Huger Street
Columbia, SC 29250
Dear Mr. Murphy:
County Manager
Randy D. Wiggins
County Attorney
R. Scott Lindsay
This letter is authorization by the Cherokee County Board of Commissioners for THE LPA
GROUP INCORPORATED to act as an agent on behalf of the County in all matters related to
the obtaining of necessary -environmental -permits, as required, for .the Runway Extension and
Safety Area Improvements project. THE LPA GROUP INCORPORATED shall act in the best
interest of the County with any and all agencies to obtain such permits as may be required. THE
LPA GROUP INCORPORATED shall consult with Cherokee County prior to any final
commitment of funds. This authorization to act as an agent shall extend solely to that work
related to this project.
RespectfWly,
f;--11
Ernest Jones, County Manager
Commissioners
Barbara Vicknair
Dana Jones
Ernest Jones
a
ANDREWS-MURPHY AIRPORT
PROJECT NARRATIVE
The Andrews-Murphy Airport (Airport) is located 1.6 miles west of Andrews, North Carolina,
and 12.1 miles northeast of Murphy, North Carolina (refer to Sheet 1). The Airport and both
communities are located in Cherokee County, in western North Carolina. The Cherokee County
Airport Commission proposes to extend the eastern end of the existing Runway 8/26 and the
associated portion of the taxiway and to construct a runway safety area (RSA) at the eastern end
of the runway.
Existing Runway 8/26, which is 5,000 feet long, will be extended 500 feet on the eastern end.
The existing taxiway would be extended on the eastern end for the length of the proposed
runway extension. The RSA will be extended 1,000 feet from the end of the runway extension at
the eastern end.
The proposed runway extension, including the parallel taxiway, are being constructed in order to
effectively accommodate both short and long-term aviation demand, bring the Airport up to
current FAA Standards for an -Airport Reference Code (ARC) C-II facility, meet the needs of
aviation users that cannot currently be met due to limitations imposed by the existing airfield,
and support regional growth and development. In addition, the parallel taxiway would maximize
the use of the runway and provide safer operational conditions. The RSA is a safety
requirement, as directed by the Federal Aviation Administration (FAA), and consists of a grassed
earthen area, situated at the end of a runway, that provides additional stopping area in the event
an aircraft overshoots the runway. An Environmental Assessment was prepared and the North
Carolina Division of Aviation has issued a FONSI for the proposed project.
Due to constraints on the Airport, such as nearby mountains, U.S. Highway 19, Airport Road,
and Valley River, and because of the linear nature of the proposed runway and taxiway extension
and RSA, total avoidance of jurisdictional streams is not possible. An extension of the runway
towards the west is not possible due to obstructions caused by the mountain located immediately
north of the Airport. Additionally, a western extension would create greater impacts to Morris
Creek, which is classified as Trout Waters, and is located at the western end of the existing
runway. Ricket Branch, which is designated as a Class C water, flows to the south
approximately 800 feet from the eastern end of existing Runway 8/26, then turns toward the west
and flows roughly parallel to, and approximately 45 feet from, the existing runway (refer to
Sheet 2). To determine the extent of the impacts, the construction limits were overlaid onto the
wetland delineation, and the impacts to Ricket Branch were calculated. Construction of the
proposed project will require the filling and relocation of 1,988 linear feet (0.16 acres) of the
Ricket Branch.
Where possible, and where consistent with engineering standards and FAA safety standards,
consideration was given to design modifications and features to reduce impacts to Ricket Branch.
For example, the width of the RSA was reduced from 500 feet to 400 feet (the minimum width
allowed by the FAA), which reduced the impacts to Ricket Branch by 50 linear feet. An
appropriately sized culvert will be installed to carry Ricket Branch under the RSA and maintain
historic flow. The culvert will be installed such that the invert will be one-foot below the
existing bottom elevation of the stream so that the movements of aquatic species would not be
impeded.
1
X
On-site mitigation opportunities are limited due to FAA restrictions against creating wildlife
attractant habitat at airports and height constraints within the object free area (OFA). The OFA
consists of an 800-foot wide area centered along the length of the runway in which the FAA
prohibits obstructions that could cause damage to aircraft such as structures, trees, and shrubs.
To mitigate for impacts to Ricket Branch, a section of the stream will be relocated, rather than
culverted, which will lessen the extent of the impacts (refer to the enclosed mitigation plan). The
portion of Ricket Branch that will be filled will be relocated south of its current location and
outside the OFA to the extent practicable. The new stream channel will be 2,566 feet in length.
This equates to a mitigation ratio of approximately 1.3:1. Natural stream design methods were
used to design the new channel and native trees, shrubs, and herbaceous species will be planted
within a 30-foot wide buffer along both sides of the channel where it is situated outside the OFA.
Where the relocated stream channel is situated inside the OFA, the buffer area will be planted
with herbaceous species, and the floodplain will be planted with low growing shrubs that may
require occasional pruning to prevent them from protruding above the surrounding ground
elevation. Mitigation will be performed concurrently with construction of the proposed projects.
Temporary impacts to water quality due to erosion and siltation during construction of the
proposed project will be minimized by the implementation of standard erosion and siltation
controlling measures as specified in FAA AC 150/5370-10, entitled Standards for Specifying
Construction of Airports, and specifically Item P-156, Temporary Air and Water Pollution, Soil
Erosion, and Siltation Control. Temporary controls include the seeding of slopes, mulching,
slope drains, benches, dikes, dams, and sediment basins, as appropriate. Other best management
practices would be required of the contractor to ensure compliance with the policies of North
Carolina Department of Environment and Natural Resources (NCDENR), Division of Water
Quality. Selected controls and practices will be detailed in the construction documents.
Necessary National Pollutant Discharge Elimination System (NPDES) permit modifications or
other land clearing and construction related non-point source permits will be obtained prior to
construction of the projects.
The sediment and erosion control plan is being developed and will be submitted prior,to the
initiation of construction at the site. For the section of Ricket Branch that will be filled and
relocated in association with the proposed action, the construction will be phased so as to
minimize sedimentation to the maximum extent possible. Construction of a new stream channel
and installation of the culvert will be completed first. Next the water from the existing channel
will be diverted to the newly constructed channel. Finally, after the old channel has been
effectively dewatered, it will be filled. Phasing of construction in this manner will reduce the
likelihood that the down stream portion of the stream would be impacted by siltation. Following
completion of construction and grading at the site, disturbed areas will be seeded and mulched.
No permanent degradation of water quality standards is expected from proposed projects. Storm
water runoff from the additional paved surfaces associated with the project will flow through
grassed swales prior to entering the onsite streams. It is important to note that the portion of
Ricket Branch that will be impacted is located in a man-dominated area consisting of Airport
property and agricultural land, has been chanelized, and has been previously impacted by cattle
that. have access to it. It is not in a pristine area and elimination of agricultural activities and the
establishment of vegetated buffers where none currently exist should improve the water quality.
2
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PROPOSED RUNWAY EXTENSION
& RUNWAY SAFETY AREAS
900 450 900 APPLICATION BY CHEROKEE COUNTY
AIRPORT COMMISSION
DATE
GRAPHIC SCALE I" = 900' : JUNE 2003
SHEET 2 OF 4

PLAN VIEW f w 300 150 0 300
M -? - RAPHIC SCALE I"= 300'

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pL vv

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BOX CULVERT
OFA O FA

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RUNWAY
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EXTENSIO
EXTENSION
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PROPOSED RUNWAY ,-??;)
-- --- ---
- - - -SAFETY Al?E'er-----

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AREA -- ? ------(figE-"fur-'„-'"'rr -J
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OFA 1,988 LF:OJ6 ACRES
OFA

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D) ANDREWS-MURPHY AIRPORT
PROPOSED RUNWAY EXTENSION
f & RUNWAY SAFETY AREAS

APPLICATION BY CHEROKEE COUNTY
AIRPORT COMMISSION
DATE: JUNE 2003
SHEET 3 OF 4

i
PLAN VIEW
CROSS SECTION A-A
151+46-30
I
iRICKET BRANCH
/710
1700
1690
PROPOSED GRADE
1680
1670
EXISTING 1710
GRADE
1700
1690
1680
1670
-500 -400 -300 -200 -100 0 /00 200 300 400 500 600
ANDREWS-MURPHY AIRPORT
PROPOSED RUNWAY EXTENSION
& RUNWAY SAFETY AREAS
VERT. 20 10 0 20 APPLICATION BY CHEROKEE COUNTY
HORZ. 200 100 0 200 AIRPORT COMMISSION
DATE: JUNE 2003
GRAPHIC SCALE SHEET 4 OF 4

1

Stream Restoration Project
Ricket Branch
Andrews-Murphy Airport
Cherokee County, North Carolina
Prepared By:
THE
LPA
GROUP =
June, 2003
FILE Pxpy

F

H

Stream Restoration Project
Ricket Branch
Andrews-Murphy Airport
Cherokee County, North Carolina
Prepared For:
Andrews-Murphy Airport
June, 2003
Prepared By THE LPA GROUP INCORPORATED
1'44?_
Steve Swygert, PE f 4'
Project Manager
Shanna Niswonger, E.I.T.
Hydraulic Engineer
Ricket Branch Stream Restoration ii THE LPA GROUP INCORPORATED
fl
Executive Summary
' The project site is located at the Andrews-Murphy Airport in Cherokee County, North
Carolina. Ricket Branch currently flows through an 8 ft x 3 ft box culvert under U.S.
Business Route 19 (SR 1428) onto the airport property. Beginning approximately four-
hundred and seventy (470) feet downstream of U.S. Business Route 19, the natural
channel will be impacted by the construction of a safety-overrun area, in conjunction with
a proposed runway extension. The stream will pass under the safety-overrun area
through a proposed 480 ft long, double 6ft x 3ft box culvert.
Restoration work will consist of restoring 2566 linear feet of stream downstream of the
' safety-overrun area. This section being restored downstream has been previously
channelized into a straight trapezoidal ditch.
u

n
0

I?

F7
`;
The existing stream immediately downstream of the U.S. Business Route 19 box culvert
is classified as a Rosgen C-4 stream type. The existing floodplain is currently in pasture,
and has very little natural vegetation remaining except for a few large trees on the banks.
The proposed stream restoration is based on natural channel design principles and is
intended to convert an altered stream corridor to its natural state.
Ricket Branch Stream Restoration iii THE LPA GROUP INCORPORATED

Table of Contents
1. BACKGROUND
' 1.1. Project Description
1.2. Project Objectives
1.3. Watershed Characteristics
1.4. Mitigation Summary
' 2. EXISTING CONDITIONS SURVEY
2.1. Overview of Surveyed Reach
2.2. Riffle Cross-Section
' 2.3. Pool Cross-Section
2.4. Longitudinal Profile
2.5. Pebble Count
2.6. Stream Classification Form
3. BANKFULL STAGE VERIFICATION
' 3.1. Bankfull Hydraulic Geometry Relationships (Regional Curves)
3.2. Bankfull Verification
' 4. REFERENCE REACH ANALYSIS
5. NATURAL CHANNEL DESIGN
' 5.1. Morphological Measurement Table
5.2. Proposed Plantings
6. SEDIMENT TRANSPORT ANALYSIS
6.1. Background
6.2. Competency Analysis

7. MONTIORING AND EVALUATION
7.1. Cross sections
7.2. Pattern
7.3. Materials
7.4. Longitudinal Profiles
' 7.5. Bank Erosion Estimates
7.6. Photo Reference Sites
' 7.7. Survival Plots
Benthic Macroinvertebrate Monitorin
7
8
g
.
.
8. REFERENCES
Appendix 1 - Surveyed Reach from Ricket Branch Data
Appendix 2 - Reference Reach Data

Ricket Branch Stream Restoration iv THE LPA GROUP INCORPORATED

I BACKGROUND
1.1 Project Description
The restoration project is located at the Andrews-Murphy Airport in Cherokee County,
North Carolina. Ricket Branch will be impacted by the construction of a safety-overrun
area, in conjunction with a proposed runway extension. Beginning approximately four
hundred and seventy (470) feet downstream of U.S. Business Route 19, the natural
channel will be covered by the safety-overrun. Ricket Branch will be conveyed under the
safety-overrun area through a proposed 480 ft long double 6 ft x 3 ft box culvert.
Restoration work will consist of restoring 2566 linear feet of stream downstream of the
safety-overun area. The section being restored downstream has been previously
channelized into a straight trapezoidal ditch.
Beer Creek _
Junction, "tulula - - 16 - -'I
"Denton r+_a Aiarble Ga?
'Topton -
Hardin
Oak Grove `Rhodo
Boiling Moss gyf 4uffalo, 0-Y
i-.. _. Unaka Woodville c- -nuirrei Gar r
Springs
a-, Aildfews-
-dnarews.t310- CoaWille M.'Phy
Marble
' -_ Airport -
?1314
Grandview MaNby. I
Ogreeta Ebenezer
Hrwassee. 'ts9
Village Tomotle
1228; Bates Regal, "Sales t b G:
Grape' Creek Ford 4
Creek R6sant -Jones Mill '
Texan' ? Valley Peachtree
Friendship Murphy, ..
Mission fusquitee
294: -
B4
9 ';j , {1999 6dicro_ort Cor;?oratim dndlar Li a3p;+licr:,aJl ri9irtc rbc?rocd. h1i;iai'orvv'or.a;l,4iurnapc *nn.
?.J. - Copyright q, I
Figure 1.1 Location Map
1383
1428
'I
1784
T A H A. C A N A - F E 5 T
Andre- DA u rp t,; R9
_Airpm +1816}
74.
aVt Rd
•1515
Lr;yri7hi ?? 1987-1999 Miorooii Lorporaiion an!Ilor it s!Ippller. ?,II rights r ::.ri?d. httpai+rtvrv. ?padi:nnapo .orn.
Figure 1.2 Site Map
Ricket Branch Stream Restoration 1-1 THE LPA GROUP INCORPORATED

1.2 Project Objectives
The objectives of the restoration project are to:
1. Minimize the impact of the safety-overrun area to the natural function of Ricket
Branch.
2. Create a natural, stable channel along the new stream reach.
3. Restore the previously altered section of Ricket Branch to a naturally functioning
' and stable condition.
4. Improve the natural aesthetics of the stream corridor.
5. Obtain mitigation credit for unavoidable impacts.

Ricket Branch Stream Restoration 1-2 THE LPA GROUP INCORPORATED

1.3 Watershed Characteristics
The project site is located in Cherokee County in the Mountain physiographic region of
North Carolina. Land use in the watershed is a mixture of forested land in the upper
reaches and predominately cleared land in the lower reaches. The existing floodplain
immediately downstream of the U.S. Business Route 19 box culvert is currently in
pasture, and has very little natural vegetation remaining except for a few large trees on
the banks.
r
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;gay; ANKS
83052.000' W WGS64 83°51.000' W
MN JT11 0 5 1 MILE
0 i0oo FEET 0 500 1(00 METERS
Ricket Branch Stream Restoration 1-3 THE LPA GROUP INCORPORATED

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Figure 1.4

uL? t •'L" got _
y
Reach between SR 1428
over-run area

?,t1?4?sti ?.
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c,c ¦
has been previously chain

Ricket Branch Stream Restoration

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1-4 THE LPA GROUP INCORPORATED

1.4 Mitigation Summary
Proposed mitigation credits for the project are listed below:
Reach Impacted Open Proposed New Proposed Mitigation
Channel (ft) Channel (ft) Ratio
Ricket Branch 1988 2566 1.30
Ricket Branch Stream Restoration 1-5 THE LPA GROUP INCORPORATED

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11
2 EXISTING CONDITION SURVEY
The primary purpose of the existing condition survey is to document the natural stream
characteristics of the reach to be impacted. Existing condition survey also serves as a
basis, along with reference reach data, for channel restoration design of sections of the
stream previously altered by channelization.
The existing condition survey included:
1. One riffle cross-section.
2. One pool cross section
3. A longitudinal profile of the subject reach
4. A pebble count
The following sections include data collected, geomorphic characteristics, and
assessment of restoration constraints.
2.1 Overview of reach
' The existing conditions survey was conducted on a stable reach of Ricket Branch
immediately downstream of U.S. Business Route 19 (SR 1428). Ricket Branch currently
flows through an 8 ft x 3 ft box culvert under U.S. Business Route 19 (SR 1428) onto the
' airport property.
The existing stream immediately downstream of the U.S. Business Route 19 box culvert
is classified as a Rosgen C-4 stream type. The existing floodplain is currently in pasture,
and has very little natural vegetation remaining except for a few large trees on the banks.

Figure 2.1

Existing Conditions Survey Creek
I Ricket Branch Stream Restoration 2-1 THE LPA GROUP INCORPORATED
2.2 Riffle cross section.
The following cross-section was obtained approximately fifty-five (55) feet downstream
of the U.S. Business Route 19 (SR 1428) box culvert:
Figure 2.2 Riffle Cross Section
2.3 Pool cross section
The following cross-section was obtained approximately eighty-seven (87) feet
downstream of the U.S. Business Route 19 (SR 1428) box culvert:
2.4 Longitudinal profile

Figure 2.4 Longitudinal Profile
Ricket Branch Stream Restoration 2-2 THE LPA GROUP INCORPORATED
2.5 Pebble count
Rosgen's modified Wolman pebble count procedure was used to determine the particle
size distribution of channel materials. This modified procedure accounts for both bank
and in-channel material. The procedure uses a stratified, systematic sampling method
based on the frequency of riffle/pools occurring within a channel reach. Ten particles
were sampled at ten different cross sections spread throughout the reach. The cumulative
(combined riffle and pool) pebble count data show that the d5o is 5.7 mm, or fine gravel,
for Ricket Branch. The d84 is between 45mm and 64 mm, or a very coarse gravel. The
majority of the samples measured fell under the category of gravel, however the largest
sample taken was between 64 mm and 90 mm and therefore represented a small cobble.
The results of the pebble count can be seen in Figures 2.5 and 2.6.
Representative Pebble Count
100.00% -
= 90.00% _
cc
80.00%
m 70.00% -
c
M 60.00%
W 50.00%
W 40.00%
E 30.00% Overall
v 20.00% - Riffle
10.00% - Pool
0.00%
0.1 1 10 100 1000
Particle Size (mm)
Figure 2.5 Representative Pebble Count Graph
Ricket Branch Stream Restoration 2-3 THE LPA GROUP INCORPORATED
Figure 2.6 Representative Pebble Count Data Sheet
Ricket Branch
Representative Pebble Count Data
Collected: 2/27/2003
Riffle Pool Overall Riffle Pool
Inches Particle Millimeters Wet Dry Wet Dry Total # Item % % Cum. Total # Item % % Cum. Total # Item % % Cum.
Slit/Clay < 0.062 8 1 2 1 12 12.00% 12.00% 9 10.00% 10.00% 3 30.00% 30.00%
Very Fine 0.062 - 0.125 1 5 3 9 9.00% 21.00% 6 6.67% 16.67% 3 30.00% 60.00%
Fine 0.125 - 0.25 p 3 15 18 18.00% 39.00% 18 20.00% 36.67% 0 0.00% 60.00%
Medium 0.25 - 0.50 a 1 1 2 2.00% 41.00% 2 2.22% 38.89% 0 0.000/6 60.00%
Coarse 0.50-1.0 N 0 0.00% 41.00% 0 0.00% 38.890/6 0 0.00% 60.00%
0.04-0.08 Very Coarse 1.0 - 2 0 0.00% 41.00% 0 0.00% 38.89% 0 0.00% 60.00%
0.08-0.16 Very Fine 2-4 1 1 1 3 3.00% 44.00% 2 2.22% 41.11% 1 10.00% 70.00%
0.16-0.22 Fine 4 - 5.7 2 2 1 5 5.00% 49.00% 4 4.44% 45.56% 1 10.00% 80.00%
0.22-0.31 Fine 5.7 - 8 3 1 4 4.00% 53.00% 4 4.44% 50.00% 0 0.00% 80.00%
0.31-0.44 Medium 8 - 11.3 w 1 1 2 2.00% 55.00% 2 2.22% 52.22% 0 0.00% 80.00%
0.44-0.63 Medium 11.3 - 16 Q 4 1 1 6 6.00% 61.00% 5 5.56% 57.78% 1 10.00% 90.00%
0.63-0.89 Coarse 16 - 22.6 a0 6 1 7 7.00% 68.00% 7 7.78% 65.56% 0 0.00% 90.00%
0.89-1.26 Coarse 22.6 - 32 7 1 8 8.00% 76.00% 8 8.89% 74.44% 0 0.00% 90.00%
1.26-1.77 Very Coarse 32 - 45 6 6 6.00% 82.00% 6 6.67% 81.11% 0 0.00% 90.00%
1.77-2.5 Very Coarse 45 - 64 6 6 6.00% 88.00% 6 6.67% 87.78% 0 0.00% 90.00%
2.5-3.5 Small 64 - 90 w 7 1 8 8.00% 96.00% 7 7.78% 95.56% 1 10.00% 100.00%
3.5-5.0 Small 90 -128 m 3 3 3.00% 99.00% 3 3.33% 98.89% 0 0.00%
5.0-7.1 Large 128 - 180 O 1 1 1.00% 100.00% 1 1.11% 100.00% 0 0.00%
7.1-10.1 Large 180 - 256 v 0 0.00% 0 0.00% 0 0.00%
10.1-14.3 Small 256 - 362 W 0 0.00% 0 0.00% 0 0.00%
14.3 - 20 Small 362 - 512 G 0 0.00% 0 0.00% 0 0.00%
20 - 40 Medium 512 - 1024 0 0.00% 0 0.00% 0 0.00%
40 - 80 Large-Very Large 1024 - 2048 m 0 0.00% 0 0.00% 0 0.00%
Bedrock 0 0.00% 0 0.00% 0 0.000/c
Total 60 30 8 2 100 1100.00% 1 1 90 1100.00% 1 1 10 100.00%
Ricket Branch Stream Restoration 2-4 THE LPA GROUP INCORPORATED
?.6 Stream Classification Form
Che Stream Classification Form for the surveyed reach of Ricket Branch can be seen in Appendix 1.
Branch Stream Restoration 2-5 THE LPA GROUP INCORPORATED
3 BANKFULL STAGE VERIFICATION
3.1 Bankfull Hydraulic Geometry Relationships (Regional Curves)
Regional Curves are useful in identifying bankfull stage and dimension in an un-gaged
watershed and they help estimate the bankfull dimension and discharge for a natural
channel design. Analyses performed from gage station data throughout the United States
have shown that the bankfull discharge has an average return interval of 1.5 years or
66.7% annual exceedence probability on the maximum annual series.
3.2 Bankfull Verification
The North Carolina rural mountain study produced the regional curves seen below in
Figure 3.1. Primarily the top of the channel banks was the bankfull indicator for the
study reaches. These curves were not applicable for the Ricket Branch project due to the
fact that the watershed for the stream is only approximately 0.8 square miles.
Ricket Branch Stream Restoration 3-1 THE LPA GROUP INCORPORATED
Figure 3.1 Rural Mountain Regional Curves for North Carolina.
NC Rural Mountain Regional Curve
10000
w
U
6Z
m 1000
W
U
H
O
100
1 10 100 1000
Drainage Area (Sq. mi)
NC Rural Mountain Regional Curve
1000
LL
a
lC
d ?
V
100
W
V)
X
7
w
Y
C
lC
07
10
1 10 100 1000
Drainage Area (Sq. mi)
Ricket Branch Stream Restoration 3-2 THE LPA GROUP INCORPORATED

1000 NC Rural Mountain Regional Curve

s
Y
100

w.
Y
C
l0
m

10
1

10.0 10 100 1000
Drainage Area (Sq. mi)
NC Rural Mountain Regional Curve

r
s
Y
Q
d
D

d
3
w
Y
C
10
M
1.0
1 010-
100, 0,

100 1000
Drainage Area (Sq. mi)
Ricket Branch Stream Restoration 3-3 THE LPA GROUP INCORPORATED

4 REFERENCE REACH ANALYSIS
t A reference reach provides the basis for a natural channel design. In order for a segment
of a river or stream to qualify as a reference it must have stable dimension, pattern, and
profile within an appropriate valley type. Once a design stream type is selected and the
potential for restoration is determined, a reference reach can be selected for comparison
with the design stream. The parameters calculated from the survey of the reference reach
' are converted into dimensionless ratios used for comparison with the design stream
characteristics.
' The reference reach for the Ricket Branch restoration is a segment along Conner Mill
Branch, located in the same physiographic region of North Carolina as Ricket Branch.
The LPA Group Inc. performed a survey of Conner Mill Branch in order to gather cross
' section, longitudinal profile, and substrate data. This reach was finally selected as a
reference because of its physical location and because of its classification as a Rosgen C4
stream type.

The figures below represent a map that shows the location of Conner Mill Branch (Figure
4. 1), and some site photos of the surveyed reach (Figures 4.2-4.4). The Stream
' Classification form for the surveyed reach, the results from the field survey of Conner
Mill Branch and the pebble count information can all be found in Appendix 2.

Ricket Branch Stream Restoration 4-1 THE LPA GROUP INCORPORATED
r figure 4.1 Location map for Conner Mill Branch. The stream is located in Clyde, North Carolina.

Figure 4

upstream.
C w " J.
Figure 4.3 Surveyed riffle along Conner Mill Branch
Ricket Branch Stream Restoration 4-2 THE LPA GROUP INCORPORATED

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Figt
Ricket Branch Stream Restoration 4-3 THE LPA GROUP INCORPORATED

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5 NATURAL CHANNEL DESIGN
Restoration of Ricket Branch will involve the addition of a culvert along the current
channel alignment underneath the safety-overrun area of the runway extension. A new
channel will then be excavated from the outlet of the culvert to the tie in location. This
new channel will be restored to Rosgen C4 standards
5.1 Morphological Measurement Table
The Morphological Measurement Table for the project can be seen in Appendix 1.
5.3 Proposed Planting
A 30-foot wide vegetated buffer will be established along either side of the relocated
portion of Ricket Branch. The boundary of the buffer area will be measured from the
apex of the meanders. Portions of the relocated stream will be located within an area of
the Airport designated as an object free area and this area is noted on the plans. An OFA
is an area situated along both sides, and off the ends of a runway, where FAA safety
regulations do not allow obstructions to protrude above the ground elevation, unless they
are essential to Airport operations and must be mounted on a frangible base. Therefore,
plantings within the portions of the mitigation site located within the OFA will be
restricted by height. It is proposed that plantings in these areas will be limited to
predominantly herbaceous species and low growing shrubs within the floodplain along
the stream banks. The elevation of the floodplain created along the stream channel will
vary in depth below the surrounding ground elevation. Shrubs will be planted on the
floodplain, and periodically pruned to maintain the same height as the surrounding
ground elevation. The shrubs will provide limited shading of the stream, but more
importantly will provide bank stabilization in the stream meanders. The portion of the
buffer outside the floodplain, within the OFA, will consist of grass that will require
mowing periodically.
Along portions of the relocated stream located outside the OFA, where height is less
restricted, trees, shrubs, and a riparian seed mix will be planted within the buffer area.
Plant species to be planted within the buffer area will be selected from those listed in
Table 5.1.
Ricket Branch Stream Restoration 5-1 THE LPA GROUP INCORPORATED

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Table 5.1
Proposed Riparian Seed Mix
Common Name Scientific Name
Fox sedge Carex vulpinoidea
Ox eye sunflower Heliopsis helianthoides
Boneset Eupatorium perfoliatum
Soft rush Juncus effusus
Spotted joe-pye weed Eupatorium maculatum
Many leaved bulrush Scirpus polyphyllus
Wool grass Scirpus cyperinus
Lurid sedge Carex lurida
Joe-pye weed Eupatorium fzstulosum
New york ironweed Vernonia noveboracensis
Rough avens Geum laciniatum
Golden alexanders Zizia aurea
Seedbox Ludwigia alternifolia
Common sneezeweed Helenium autumnale
Blunt broom sedge Carex scoparia
Flat topped/umbrella aster Aster umbellatus
Wood reedgrass Cinna arundinacea
Square stemmed monkey flower Mimulus ringens
Golden ragwort Senecio aureus
Yellow avens Geum aleppicum
Proposed Shrub Species
Buttonbush Cephalanthus occidentalis
Silky dogwood Cornus amomum
Dog-hobble Leucothoe fontanesiana
Sweet-shrub Calycanthus floridus
Spicebush Lindera benzoin
Wild hydrangea Hydrangea arborescens
Maple-leaved viburnum Viburnum acerifolium
Strawberry-bush Euonymus americanus
Smooth alder Alnus serrulata
Proposed Tree Species
Sycamore Platanus occidentalis
Black walnut Juglans nigra
Yellow poplar Liriodendron tulipifera
Slippery elm Ulmus rubra
Ironwood Carpinus caroliniana
River birch Betula nigra
Boxelder Acer negundo
Serviceberry Amelanchier arborea
American holly Ilex opaca
Ricket Branch Stream Restoration 5-2 THE LPA GROUP INCORPORATED

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6 SEDIMENT TRANSPORT ANALYSIS
6.1 Background
A stable stream has the ability to move its sediment load without degrading or aggrading
over time. Both bedload and suspended load constitute the total sediment load
transported in a stream or river. The silt, clay and fine sands that make up the suspended
load are transported in the water itself, while the course sands, gravels and small cobbles
are transported by rolling or sliding along the bed of the stream.
Sediment transport competency and sediment transport capacity are the two values that
' quantify the ability of the stream to transport its total sediment load. Competency is a
stream's ability to move particles of a given size and is a measurement of force and is
often expressed in units of lbs/ft2. Sediment transport capacity is a stream's ability to
' move a quantity of sediment and is a measurement of stream power, often expressed in
units of lbs/(ft•sec).
I I

7

6.2 Competency Analysis
The stream's competency was evaluated by calculating the boundary shear stress for the
design riffle cross sections and comparing this stress with a modified Shield's Curve,
which relates shear stress to particle diameter. This approach is useful for determining
the ability of a stream to move the larger particles supplied to it. The d84 of the bed
material is typically used to represent the larger particles moving within the stream.
The shear stress placed on the sediment particles that captures and carries both the
bedload and the suspended load is represented by the following equation:
i=yRs
(Equation 6.1)
Where, ti = shear stress (lb/ft2)
y = specific gravity of water (62.41b/ft3)
R = hydraulic radius (ft)
s = average channel slope (ft/ft)
The boundary shear stress estimated for the design cross-section is about 0.20 lb/ft2. The
d84 from the pebble count is about 50 mm. As shown on the Modified Shield's Curve
(Figure 6.1) the shear stress of 0.20 lb/ft2 corresponds to a particle size of 50mm.
Therefore, according to the Shield's curve analysis, the boundary shear stress estimated
for the design cross section will be large enough to move the d84 for the stream. These
results indicate that the design cross-section dimensions are adequate in terms of
sediment transport competency.
Ricket Branch Stream Restoration 6-1 THE LPA GROUP INCORPORATED
t

1001
500
200
100
D1, 20
rim
10
S
2
1
0.?
0.2
010010.002 0A05 0.01 0.02 0115 01 02 05 1.0 2
lr,, cl itlc l -chew sty, 1b5&q ft

.°

e
I ® O 4O
I p

/ O

r ei
/ o0

r p .S

O?
' °O
J 00
"
/ 00
5 10
Figure 6.1 Modified Shield's Curve for Grain Diameter of Transported Particle in
Relation to Critical Shear Stress.
Ricket Branch Stream Restoration 6-2 THE LPA GROUP INCORPORATED

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7 MONITORING AND EVALUATION
7.1 Cross sections
Permanent cross sections will be established across both riffle and pool sections. Each
cross-section will be marked on both banks with permanent pins to establish the exact
transect used. A common benchmark will be consistently used for all survey to allow for
easy comparison of year-to-year data. The annual cross section survey will include
points measured at all breaks in slope, including the top of bank, bankfull, inner berm,
edge of water, and thalweg. Calculations will be made of width/depth ratio,
entrenchment ratio, and low bank height ratio. Riffle cross-sections will be classified
using the Rosgen stream classification system.
There should be very little if any change in the constructed cross sections. Any changes
that do occur should be differentiated between a movement toward a more stable
condition or a more unstable condition. Settling, an increase in vegetation, deposition
along the banks, and a decrease in width/depth ratio all represent an increase in stability.
Down cutting and erosion represent unstable changes.
7.2 Pattern
Sinuosity, meander width ratio, and radius of curvature on newly constructed meanders
will be measured annually in order to maintain a current plan view of the restoration site.
7.3 Materials
Pebble counts will be performed annually to insure that the established d5o and d84
increase in the riffles and decrease in the pools.
7.4 Longitudinal Profiles
A permanent benchmark will be used to measure three complete longitudinal profiles.
The first profile is to be measured during the first year and then one every two years for a
total of five years. Measurements will include average slope, pool slope, riffle slope, and
pool-to-pool spacing. Survey points will include thalweg, water surface, inner berm,
bankfull, and top of low bank. Each of these points will be taken at the beginning of each
riffle, run, pool, and glide located in the surveyed reach. The survey should reveal that
there is no aggradation or degradation in the profile.
7.5 Bank Erosion Estimates
Permanent bank erosion pins and bank profiles will be made at each permanent cross
section. A bank toe pin will be installed close to the observed bank and measurements
will be made once every year at the same time the cross section is measured. A bank
erodibility hazard index (BEHI) score will also be determined. An estimate of near-bank
Ricket Branch Stream Restoration 7-1 THE LPA GROUP INCORPORATED

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shear stress will be made by measuring the water surface slope along the observed bank
length, as well as for the entire reach length along the thalweg.
The BEHI score should be low by the second year of restoration and bank erosion
measurements should be less than 0.1 ft/year.
7.6 Photo Reference Sites
Photographs will be taken to evaluate the restored site and there will be one photo
reference site per cross section that shows both banks and the stream itself. The reference
site will be marked and photographed immediately following the construction process
and photographed once a year for at least the next five years.
The stream will be photographed longitudinally beginning at the downstream end and
progressing upstream to the end of the restoration site. Photographed points will be close
enough together to get an overall view of the reach. The position of each shot will be
noted along with any landmarks so that the same position can be used in the future.
Photographs will be used to visually observe and compare changes in channel. Mostly,
the effectiveness of erosion control measures will be noted. A series of photos over time
should indicate a successful maturation of riparian vegetation.
7.7 Survival Plots
Survival of planted vegetation will be monitored using survival plots or counts. Survival
of live stakes will be evaluated using enough plots to allows evaluating at least 100 live
stakes. Monitoring of live stake survival will continue for at least 5 years. When stakes
do not survive, a determination will be made as to the need for replacement; in general, if
greater than 25% die, then replacements must be made.
7.8 Benthic Macroinvertebrate Monitoring
Macroinvertebrate monitoring, if required, would be coordinated with the North Carolina
Division of Water Quality (NCDWQ).
Ricket Branch Stream Restoration 7-2 THE LPA GROUP INCORPORATED

8 REFERENCES
' Hankins Jr., A.L., P.E. 1999. Guidelines for Drainage Studies and Hydraulic Design.
North Carolina Division of Highways, Raleigh, North Carolina.
' North Carolina Department of Environment and Natural Resources (NCDENR) 2001.
Internal Technical Guide for Stream Work in North Carolina. NCDENR, Raleigh, NC.
' North Carolina Stream Restoration Institute 2003. Stream Restoration.
http://www.ncsu.edu/sri/. Updated 22 April 2003.
1 Rosgen, D.L. 1996. Applied River Morphology. Wildland Hydrology Books, Pagosa
Springs, Colorado.
' Rosgen, D.L. 2002. Applied Fluvial Geomorphology Field Guide 2003. Wildland
Hydrology Inc., Pagosa Springs, Colorado.
' United States Department of Transportation 1988. Hydraulic Engineering Circular
Number 15, Design of Roadside Channels with Flexible Linings. Federal Highway
Administration, McLean, Virginia.
fl

Ricket Branch Stream Restoration 8-1 THE LPA GROUP INCORPORATED

I Appendix 1 Surveyed Ricket Branch Reach Data

d

Stream Classification Form'
Stream Name: Ricket Branch ; Ricket Branch Restoration
Basin Name: Valley River Drainage Area: 512 Ac. 08 mi
Location: Andrews-Murphy Airport, Cherokee County, NC
Twp&Rge: . Sec.&Qtr.: LatJLong.:
Cross-Section Monuments (Lat./Long,).-]L_
Observers: S: Swygert, S. Niswonger, & J. Aulick Date: February 27, 2003.
Bankfull Width (Wbkf) 15.0 Ft.
Width of the stream channel at bankfull stage elevation, in a riffle section.
Bankfull Depth (dbki) 1;0 -< < Ft.
Mean depth of the stream channel cross-section, at bankfull stage elevation, in a riffle section. (dbkf=AMlbkf)
Bankfull X-Section Area (Abki)
14:9 Ft.
Area of the stream channel cross-section, at bankfull stage elevation, in a riffle section.
Width/Depth Ratio (Wbadbki) 15.0 Ft./Ft.
Bankfull Width divided by bankfull mean depth, in a riffle section.
Maximum Depth (dmbkf) 1.6 Ft.
Maximum Depth of the bankfull channel cross-section, or distance between the bankfull stage and thalweg elevations, in a
riffle section.
Width of Flood-Prone Area (Wip.) 33.7 Ft.
Twice maximum depth, or (2 x dmbkf) = the stage elevation at which flood-prone area width is determined in a riffle
section.
Entrenchment Ratio (ER) 2.2 Ft./Ft.
The ratio of flood-prone area width divided by bankfull channel width. ApaM/bO (riffle section)
Channel Materials (Particle Size Index) D50 60: ;. mm.
The D50 particle size index represent the mean diameter of channel materials, as sampled from the channel surface, between
the bankfull stage and thalweg elevations.
Water Surface Slope (S) 0.017 ` Ft./Ft.
Channel slope = "rise over run" for a reach approximately 20 - 30 bankfull channel widths in length, with the "riffle to riffle"
water surface slope representing the gradient at bankfull stage.
Channel Sinuosity (K) 11, 1.3 Ft./Ft.
Sinuosity is an index of channel pattern, determined from a ratio of stream length divided by valley length (SL/VL); or
estimated from a ratio of valley slope divided by channel slope (VS/S).
Stream Type ?_C4
Applied Fluvial Geomorphology Field Guide 2003, Wildland Hydrology Inc.
Andrews-Murphy Airport - Stream Restoration
THE LPA GROUP INCORPORATED

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MORPHOLOGICAL MEASUREMENT
TABLE
NATURAL CHANNEL DESIGN DATA
Ricket Branch Restoration
at Andrews- Murphy Airport
Cherokee County, NC

Variables Existing
Channel Proposed
Reach USGS
Station Reference
Reach
1 Stream type C4 C4 -` C4
2 Drainage area (D.A.) 512.00 512.00 794.00
3 Bankfull width (Wbkf) 15.00 18.00 13.00
4 Bankfull mean depth (dbkf) 1.00 1.00 1.00
5 Width/depth ratio (Wbkf/dbkf) 15.00 18.00 13.00
6 Bankfull cross-sectional area (Abkf) 14.90 16.00 ` 6.50
7 Bankfull mean velocity (Vbkf)
8 Bankfull discharge, cfs ,300.00 ' 300.00 550.00
9 Bankfull max depth 1.60 2:00 3.00
10 Width of flood rone area 33.70 112:00 30.00
11 Entrenchment ratio 2.20 6.22 2.31
12 Meander length NA 216.00 156.00
13 Ratio of meander length to bankfull width NA 12.00 12.00
14 Radius of curvature NA 50.00 36.00
15 Ratio of radius of curvature to bankfull width NA 2.78 2.77
16 Belt width NA 216.00 148.20
17 Meander width ratio NA 12.00 11.40
18 Sinuosity (stream length/valley length) 1.30 1.30 1.40
19 Valley slope (ft/ft) 0.02 0.02 0.02
20 Average slope 0:02 0.00 1.37
21 Pool slope 0.02 0.00 1.37
22 Ratio of pool slope to average slope 1.00 1.00 1.00
23 Maximum pool depth 2.10 2.40 1.50
24 Ratio of pool depth to average bankfull depth 2.10 2.40 1.50
25 Pool width 25.00 14:00 8.00
26 Ratio of pool width to bankfull width 1.70 0.78 0.62
27 Pool to pool spacing NA 126:00 78.00
28 Ratio of pool to pool spacing to bankfull width NA 7.00 2.31
29 Ratio of lowest bank height to bankfull height (or
max bankfull depth)
NA
1.00
1.00
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Appendix 2 Reference Reach Data

Survey for Conner Mill Branch
(which ultimately feeds into the Pigeon River)
Reference Reach for Ricket Branch
Bankfull Width = 13 ft. Approximate Elevation of surrounding area = 2600 ft.
20' From Bridge: (Riffle)
Location Elevation
Out of Bank -18 2598.33 3.60
Bankfull -8 2595.65 6.28
Edge of Water -5 2595.17 6.76
Center of Water 0 2594.41 7.52
Edge of Water 4 2594.37 7.56
Bankfull 7 2597.87 4.06
Out of Bank 25 2600.86 1.07
30' Downstream: (Riffle)
Location Elevation
Out of Bank -14 2597.23
Bankfull -8 2596.73
Edge of Water -3 2594.73
Center of Water 0 2594.39
Edge of Water 5 2594.44
Bankfull 9 2597.92
Out of Bank 26 2600.80
4.70
5.20
7.20
7.54
7.49
4.01
1.13
20' From Bridge:
-25 -20 -15 -10 .5 0 5
M M M M M M M M M M M M M M M M M M M
45' Downstream: (Pool)
Location Elevation
Out of Bank -12 2597.53 4.40
Bankfull -6 2596.29 5.64
Edge of Water -4 2593.93 8.00
Center of Water 0 2594.03 7.90
Edge of Water 4 2594.11 7.82
Bankfull 7 2595.41 6.52
Out of Bank 17 2600.60 1.33
75' Downstream: (Riffle)
Location Elevation
Out of Bank -14 2596.99 4.94
Bankfull -7 2595.70 6.23
Edge of Water -3 2594.31 7.62
Center of Water 0 2593.47 8.46
Edge of Water 5 2592.47 9.46
Bankfull 11 2594.59 7.34
Out of Bank 20 2600.13 1.80
105' Downstream: (Riffle)
Location Elevation
Out of Bank -14 2596.33 5.60
Bankfull -10 2596.07 5.86
Edge of Water -5 2595.37 6.56
Center of Water 0 2593.31 8.62
Edge of Water 3 2593.37 8.56
Bankfull 8 2594.72 7.21
Out of Bank 19 2600.05 1.88
45' Downstream
2601.00
2600.00
2599.00
2598.00
2597.00
2596.00
2595.00
2594.00
2593.00
-15 -10 -5 0 5 10 15 20
75' Downstream

„

105' Downstream
-20 -15 -10 -5 0 5 10

Profile at Centerline:
20 2594.41
30 2594.39
45 2594.03
75 2593.47
105 2593.37

Conner Mill Branch
Representative Pebble Count Data
Collected: 5/31/2003
Ri ffle Pool Overall Riffle Pool
Inches Particle Millimeters Wet Dry Wet Dry Total # Item % % Cum. Total # Item % % Cum. Total # Item % % Cum.
Silt/Clay < 0.062 7 3 3 13 13.00% 13.00% 7 7.78% 7.78% 6 60.00% 60.00%
Very Fine 0.062 - 0.125 2 1 3 3.00% 16.00% 2 2.22% 10.00% 1 10.00% 70
00%
Fine 0.125-0.25 p 2 2 2.00% 18.00% 2 2.22% 12.22% 0 0.00% .
70
00%
Medium 0.25-0.50 a 1 1 1.00% 19.00% 1 1.11% 13.33% 0 0.00% .
70
00%
Coarse 0.50-1.0 m 4 1 5 5.00% 24.00% 5 5.56% 18.89% 0 0.00% .
70
00%
0.04-0.08 Very Coarse 1.0 - 2 1 1 2 2.00% 26.00% 2 2.22% 21.11% 0 0.00% .
70.00%
0.08-0.16 Very Fine 2-4 2 2 1 5 5.00% 31.00% 4 4.44% 25.56% 1 10.00% 80
00%
0.16-0.22 Fine 4 - 5.7 4 6 1 11 11.00% 42.00% 10 11.11% 36.67% 1 10.00% .
90
00%
0.22-0.31 Fine 5.7 - 8 6 2 1 9 9.00% 51.00% 8 8.89% 45.56% 1 10.00% .
100
00%
0.31 -0.44 Medium 8 - 11.3 w 5 3 8 8.00% 59.00% 8 8.89% 54.44% 0 0.00% .
100.00%
0.44-0.63 Medium 11.3-16 a 4 2 6 6.00% 65.00% 6 6.67% 61.11% 0 0.00% 100.00%
0.63-0.89 Coarse 16 - 22.6 it 8 2 10 10.00% 75.00% 10 11.11% 72.22% 0 0.00% 100.00%
0.89-1.26 Coarse 22.6 - 32 8 4 12 12.00% 87.00% 12 13.33% 85.56% 0 0.00% 100
00%
1.26-1.77 Very Coarse 32 - 45 4 4 4.00% 91.00% 4 4.44% 90.00% 0 0.00% .
100
00%
1.77-2.5 Very Coarse 45 - 64 5 5 5.00% 96.00% 5 5.56% 95.56% 0 0.00% .
100.00%
2.5-3.5 Small 64 - 90 w 2 1 3 3.00% 99.00% 3 3.33% 98.89% 0 0.00% 100
00%
3.5-5.0 Small 90 - 128 in 1 1 1.00% 100.00% 1 1.11% 100.00% 0 0.00% .
5.0-7.1 Large 128 - 180 O 0 0.00% 100.00% 0 0.00% 100.00% 0 0.00%
7.1-10.1 Large 180 - 256 v 0 0.00% 0 0.00% 0 0.00%
10.1-14.3 Small 256 - 362 w 0 0.00% 0 0.00% 0 0.00%
14.3 - 20 Small 362 - 512 0 0.00% 0 0.00%
0
0.00 /o
20 - 40 Medium 512 - 1024 0 0.00% 0 0.00% 0 0.00%
40 - 80 Large-Very Large 1024 - 2048 m 0 0.00% 0 0.00% 0 0.00%
Bedrock 0 0.00% 0 0.00% 0 0.00%
Total 60 30 7 3 100 100.00%1 1 90 100.00% 10 100.00%
m m m r m m m i m = = m m = m m = = m
OOOm%
H
L
cc
3
E
3
V
0
Representative Pebble Count for Conner Mill Branch
---
100.00%-
90.00%
80.00%-
70.00%-",
60.00%-
50.00%-
40.00%
30.00%
20.00%
10.00% 0.00%
0.1 1 10 100
Particle Size (mm)
1000

Reference Reach Stream Classification Form'
Stream Name: Conner Mill Branch Ricket Branch Restoration
Basin Name: Pigeon River Drainage Area: 79,4 Ac. 1.24 mi
Location: Clyde, NC (Haywood County)
Twp&Rge: Sec.&Qtr.: LatJLong.:
Cross-Section Monuments (Lat./Long.):
Observers: Shanna Niswonger and ennifer<Aulick Date:. May 31;,2003
Bankfull Width (Wbkf) - _ 13:0 Ft.
Width of the stream channel at bankfull stage elevation, in a riffle section.
Bankfull Depth (dbkf) 1.0 Ft.
Mean depth of the stream channel cross-section, at bankfull stage elevation, in a riffle section. (dbkf=A/Wbkf)
Bankfull X-Section Area (Abkf) 6.5- Ft.
Area of the stream channel cross-section, at bankfull stage elevation, in a riffle section.
Width/Depth Ratio (Wbadbkf) 13.0 Ft./Ft.
Bankfull Width divided by bankfull mean depth, in a riffle section.
Maximum Depth (dmbkf) 3.0 Ft.
Maximum Depth of the bankfull channel cross-section, or distance between the bankfull stage and thalweg elevations, in a
riffle section.
Width of Flood-Prone Area (Wfp.) 30:0 Ft.
Twice maximum depth, or (2 x dmbkf) = the stage elevation at which flood-prone area width is determined in a riffle
section.
Entrenchment Ratio (ER) 2.3 Ft./Ft.
The ratio of flood-prone area width divided by bankfull channel width. (Wfpa/Wbkf) (riffle section)
Channel Materials (Particle Size Index) D50 7.8 mm.
The Dso particle size index represent the mean diameter of channel materials, as sampled from the channel surface, between
the bankfull stage and thalweg elevations.
Water Surface Slope (S) 0:003 Ft./Ft.
Channel slope = "rise over run" for a reach approximately 20 - 30 bankfull channel widths in length, with the "riffle to riffle"
water surface slope representing the gradient at bankfull stage.
Channel Sinuosity (K) 1.4 Ft./Ft.
Sinuosity is an index of channel pattern, determined from a ratio of stream length divided by valley length (SL/VL); or
estimated from a ratio of valley slope divided by channel slope (VS/S).
Stream Type C4
Applied Fluvial Geomorphology Field Guide 2003, Wildland Hydrology Inc.
Andrews-Murphy Airport - Stream Restoration
THE LPA GROUP INCORPORATED
? WA7'fi
Michael F. Easley
?Governor
r William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
O `t Alan W. Klimek, P.E., Director
Division of Water Quality
September 5, 2003
Gordon Murphy
LPA Group
PO Box 5805
Columbia, SC 29250
Subject: Technical Review of the Stormwater and Stream Relocation
Aspects of the Individual Water Quality Certification Application
Andrews-Murphy Airport
DWQ Project No. 030723
Cherokee County
Dear Mr. Murphy:
The Wetlands Unit staff reviewed the stormwafter management plans for the subject project and determined that additional
information is necessary to complete the technical review process. The required additional information is as follows. This
information is not necessary in order for this Office to complete its review for the application of the 401 Water Quality
Certification, but would be required before any approved impacts could occur:
Basic Information for Stream Relocation Plan Approval
1. Morphological measurements (see Appendix B) not all of the measurements are applicable in every instance.
2. Typical stream cross sections - Typically, a riff le cross section and a pool cross section that includes the entire flood
e: i:
prone area. The bankfull and flood prove area elevations should be indicated.'Similarly, a riffle cross section of the
reference stream(s) should be provided.
3. Plan view- Scaled plans that show the location of the proposed (preferably with stationing) and the existing stream.;,
In most instances, the bankfull contours and flood prone area contours, in stream structures, bank
revetments/stabilization, channel plugs, planting plan, vegetation conditions, stormwater outlets, grade controls,
bridges, culverts, sewer lines, roads, fencing, and easement lines should also be provided.
4. Longitudinal Stream Profile A scaled profile that indicates the thalweg , bankfull, and top of bank elevations should
be provided for the design and reference streams. In many cases it may also be necessary to show the existing land
elevations for the design stream.
5. Planting Plan - A planting and/or vegetation management plan should also be required. The plan should indicate the
extent, density, and species of plants to be provided.
6. In stream structure, bank revetment/stabilization, and stormwater outlet typicals - Detailed, typical plans should be
provided for all in stream structures, bank revetments or stabilization, and stormwater outlets. The typicals should
include materials and specifications as well as relative lengths, positions, and angles.
7. Sediment transport analysis - A sediment transport analysis should be provided based on the current, relevant,
accepted practices. The sediment transport analysis should be relevant to the stream, bed load type and should
predict°bed load transport equilibrium.
8. A copy of the permanent conservation easement or similar instrument that would provide permanent protection for the
stream relocation site.
Stormwater
9. Worksheets
Worksheets for stormwater ponds, wetlands, and bioretention areas can be found at
hftp://h2o.ehnr.state.nc.us/ncwetiands/mitresto.html.
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.no.us/ncwetlands/
Page 2 of 2
10. Operation and Maintenance Agreement
An operation and maintenance agreement is required. An example operation and maintenance plan can be found
at http://h2o.ehnr.state.ne.us/ncwetlands/mitresto.html. The operation and maintenance agreement must also be
signed by the responsible party and notarized.
If you have any questions or would like to discuss this project, please contact me at [phone]. Also, please note
that the NC DENR Stormwater Best Management Practices Manual as well as other documents and information can be
downloaded from the Wetlands Unit web site at http://h2o.ehnr.state.nc.us/ncwetlands/mitresto.html.
Sincerely,
J
Todd St. Jo n, PE
Environmental Engineer
cc: Kevin Barnett, Asheville Regional Office
File
F
Ift
af*
ew-

d

WETLANDS 1401 GROUP
DEPARTMENT OF THE ARMY JUL 0 2 2003
Wilmington District, Corps of Engineers
Post Office Box 1890 WATERQUALITYSEco
Wilmington, North Carolina 28402-1890
(http://www.saw.usace.army.mil/wetlands/regtour.htm)
Action ID No. 200330952 07 D3 July 3, 2003
THE CHEROKEE COUNTY AIRPORT COMMISSION, REPRESENTED BY MR.
STEVE VICKNAIR, POST OFFICE BOX 220, MURPHY, NORTH CAROLINA 28906
has applied for a Department of the Army (DA) permit TO DISCHARGE FILL MATERIAL
INTO RICKET BRANCH IN CONJUNCTION WITH A RUNWAY/TAXIWAY
EXTENSION AND SAFETY AREA CONSTRUCTION AT THE ANDREWS-MURPHY
AIRPORT LOCATED OFF OF SR 1428 WEST OF ANDREWS, CHEROKEE COUNTY,
NORTH CAROLINA.
The following description of the work is taken from data provided by the applicant and from
observations made during an onsite visit by a representative of the Corps of Engineers. Plans
submitted with the application show the discharge of approximately 1,840 cubic yards of clean
earthen fill into 1,988 linear feet (0.16 acre) of Ricket Branch. Ricket Branch is a tributary to the
Valley River. The fill is associated with the construction of a 500-foot long extension of the
eastern end of existing Runway 8/26, the extension of the adjoining taxiway, and the construction
of a runway safety area (RSA) at the eastern end of the runway. Ricket Branch will be culverted
under the RSA through two 6-foot by 3-foot by 480-foot long box culverts, and then flow into
2,566 linear feet of newly constructed channel paralleling the southern edge of the object free
area (OFA). The relocated channel, which will incorporate natural channel design techniques, is
to mitigate for unavoidable impacts to Ricket Branch. The mitigation work is to be performed
concurrently with the construction of the proposed projects. The airport improvements are being
constructed in order to accommodate both short and long-term aviation demand, bring the
facilities up to current Federal Aviation Administration (FAA) Standards for an Airport
Reference Code C-H facility, meet the needs of users that cannot currently be met due to
limitations imposed by the existing airfield, and support regional growth and development. Plans
showing the work are included with this public notice.
The State of North Carolina will review this public notice to determine the need for the applicant
to obtain any required State authorization. No Department of the Army (DA) permit will be
issued until the coordinated State viewpoint on the proposal has been received and reviewed by
this agency, nor will a DA permit be issued until the North Carolina Division of Water Quality
(NCDWQ) has determined the applicability of a Water Quality Certificate as required by PL 92-
500.
This application is being considered pursuant to Section 404 of the Clean Water Act (33 U.S.C.
1344). Any person may request, in writing within the comment period specified in the notice,
that a public hearing- be held to consider this application. Requests for public hearing shall state,
with particularity; the reasons for holding a public hearing.
The District Engineer has consulted the latest published version of the National Register of
Historic Places for the presence or absence of registered properties, or properties listed as being
eligible for inclusion therein, and this worksite is not registered property or property listed as
being eligible for inclusion in the Register. Consultation of the National Register constitutes the
extent of cultural resource investigations by the District Engineer, and he is otherwise unaware of
the presence of such resources. Presently, unknown archeological, scientific, prehistorical, or
historical data may be lost or destroyed by work under the requested permit.
The District Engineer, based on available information, is not aware that the proposed activity will
affect species, or their critical habitat, designated as endangered or threatened pursuant to the
Endangered Species Act of 1973.
The decision whether to issue a permit will be based on an evaluation of the probable impacts,
including cumulative impacts, of the proposed activity and its intended use on the public interest.
Evaluation of the probable impacts, which the proposed activity may have on the public interest,
requires a careful weighing of all those factors which become relevant in each particular case.
The benefits, which reasonably may be expected to accrue from the proposal, must be balanced
against its reasonably foreseeable detriments. The decision whether to authorize a proposal, and
if so the conditions under which it will be allowed to occur, are therefore determined by the
outcome of the general balancing process. That decision should reflect the national concern for
both protection and utilization of important resources. All factors, which may be relevant to the
proposal, must be considered including the cumulative effects thereof. Among those are
conservation, economics, aesthetics, general environmental concerns, wetlands, cultural values,
fish and wildlife values, flood hazards and flood plain values (in accordance with Executive
Order 11988), land use, navigation, shore erosion and accretion, recreation, water supply and
conservation, water quality, energy needs, safety, food and fiber production, mineral needs,
considerations of property ownership, and, in general, the needs and welfare of the people. For
activities involving the placement of dredged or fill materials in waters of the United States, a
permit will be denied if the discharge that would be authorized by such permit would not comply
with the Environmental Protection Agencies' 404(b)(1) guidelines. Subject to the preceding
sentence and any other applicable guidelines or criteria, a permit will be granted unless the
District Engineer determines that it would be contrary to the public interest.
The Corps of Engineers is soliciting comments from the public; Federal, State and local agencies
and officials; Indian Tribes and other interested parties in order to consider and evaluate the
impacts of this proposed activity. Any comments received will be considered by the Corps of
Engineers to determine whether to issue, modify, condition or deny a permit for this proposal.
2
To make this decision, comments are used to assess impacts on endangered species, historic
properties, water quality, general environmental effects and the other public interest factors listed
above. Comments are used in the preparation of an Environmental Assessment (EA) and/or an
Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act
(NEPA). Comments are also used to determine the need for a public hearing and to determine
the overall public interest of the proposed activity.
Generally, the decision whether to issue this Department of the Army (DA) permit will not be
made until the North Carolina Division of Water Quality (NCDWQ) issues, denies, or waives
State certification required by Section 401 of the Clean Water Act. The NCDWQ considers
whether or not the proposed activity will comply with Sections 301, 302, 306, and 307 of the
Clean Water Act. The application and this public notice for the Department of the Army (DA)
permit serves as application to the NCDWQ for certification.
Additional information regarding the Clean Water Act certification may be reviewed at the
offices of the Environmental Operations Section, North Carolina Division of Water Quality
(NCDWQ), Salisbury Street, Archdale Building, Raleigh, North Carolina. Copies of such
materials will be furnished to any person requesting copies upon payment of reproduction costs.
The North Carolina Division of Water Quality (NCDWQ) plans to take final action in the
issuance of the Clean Water Act certification on or after July 25, 2003.
All persons desiring to make comments regarding the application for Clean Water Act
certification should do so in writing delivered to the North Carolina Division of Water Quality
(NCDWQ), 1621 Mail Service Center, Raleigh, North Carolina 27699-1621, on or before
July 25, 2003, Attention: Mr. John Dorney.
Written comments pertinent to the proposed work, as outlined above, will be received in this office,
Attention: David Baker, until 4:15 p.m., August 1, 2003, or telephone [phone], extension 6.
3
ISHEET KEY
-N>

00
00.
Ti.
d
?21
uwA N

900 450 900
ME iiiii
GRAPHIC SCALE I' = 900'
ANDREWS-MURPHY AIRPORT
PROPOSED RUNWAY EXTENSION
& RUNWAY SAFETY AREAS
APPLICATION BY CHEROKEE COUNTY
AIRPORT COMMISSION
DATE: JUNE 2003
SHEET 2 OF 4
PLAN VIEW
CROSS SECTION A-A
151+46-30
IRICKET BRANCH
17/0 I EXISTING 1710
GRADE
1700 ---??,- ----------__ ------- 1700
1690 I 1690
PROPOSED GRADE
1680 I 1680
1670
1670
-500 -400 -300 -200 -100 0 /00 200 300 400 500 600
ANDREWS-MURPHY AIRPORT
PROPOSED RUNWAY EXTENSION
& RUNWAY SAFETY AREAS
VERT. 20 10 0 20 APPUCATION BY CHEROKEE COUNTY
HORZ. 200 100 0 200 AIRPORT COMMISSION
DATE. JUNE 2003
GRAPHIC SCALE SHEET 4 OF 4
WATER
Q
?I I Y'

Michael F. Easley
COPY Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
August 5, 2003
To: Triage
From: Todd St. John
Re: Andrews-Murphy irport Runway and Emergency Area Extension
DWQ# 030723
Cherokee County
I have very briefly looked over the applicant's stormwater proposal. Based on the project area, the impervious % should
be less than 30%. There is some additional impervious area being added for the runway. The applicant appears to be
proposing grass filter strips and swales. However, I am not certain what we will require. Until that is determined, I will not
review the stormwater plan. Also, I have not seen nor am I aware of the mitigation plan.
In any event, I am not aware of any trigger for a State Stormwater Permit so I recommend returning the $420.00
application fee (unless the Permit is required somehow).
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/ncwetiands/
INDEX OF SHEETS
5BLE
SHEET-NO. DESCRIPTION SUBTOTALS
1 TITTLE SHEET 1
2 SITE LAYOUT 1
3 DETAIL SHEET 1
4.6 PLAN & PROFILE 3_,_
TOTAL 6
P ?e?AQI AND PROFILE OF PIROPOSED
ST?E?. L`?. llAll:,?.vTOltgPilTION
ANDREWS MURIPHY AIRPORT
CHEROKEE COUNTY, NORTH CAROLINA
i E tT N U. ."'S IS 1: t.
Junction
Oentons
Hear Creek
a
?Tulula 19
r?o-:tLlarlar G1f-
Topton
Hardin
n
Rhodo
Moss Ql+ffalo„ ; ,nr„
Ouk On
Unaka Roiling >rrao 1unr.I(sip
Springs AMarble
1605
Ir+yrrar
LAYOVI
IMPACTED STREAM LENGTH 1988 FEET
PROPOSED DESIGN STREAM LENGTH 2566 FEET
CONSULTING ENGINEERING FIRM
THE
LPA
GROUP .
TRANSPORTATION CONSULTANTS
CONSULTANT PROJECT ENGINEER
ynup4rH
"pQlrPu?u?"
1314`
Grandview Maltby,
0greeta Ebenezer
Hiwassee, Tomokla 129
village , . 141
1326, Bates Regal,l. "Sales 0 h. l1
Croak Ford (: r I? ?;> f 1 l4'?,
Grape" gjyasal>t Janes Mill
Creek
Texans' :alley Peachtlae
friendship Murphy„ - Mission
204,
94
?.lppllert,?ll l;?ht rip!
Con-IriCIN a19'JFJ ICJ99fvllcrosrailCorpor?Irlrman:Uorlit
v
L `
1 1 / pu+- • 0 / ! _`a _ V ` - - - '-ao° ? ? - .-.. _ - - - - ` , ? ,o'l _! - \ / / v 1\ I > ?? v? \ o I \ / ? P?? ? ! I A ? ? 1 1
Id, ? 1 v v ? r 'C d ,a
ow,
lbl
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?pf1 ,Pr` \ \ a/ A JI, 1 '0 rm---? j? \ '^.. ,,i?".: T. nay r ?? ? a? i ?A? v ? ? v A } r %'?
wa" . 'r
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-/ / ! / - IISt ,oa
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') ?'/: ? 1 ?' l Y A _ - -) A \ r ..,. r ?1? / V - 1 A /? '? / ) rn/rya//i ??i?rii // "- _ ? ,_ .- , //.l v r
1
!\ ,.. ` "\ ws-. I P 8 _./„ - - ` \ _, r r I , r %ri rq? $-? ?.''•1`0' ? ? a.. ?-oje „ot ? - `iaa- ' ` _ ?/
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1 _ 7y
?/ ) - 1 I 11 \ ' , t„-"? r? "? rR-_._ I - ,w' ' 1 / r f"'? /, it , I 100 _ ICS 1',141
r ?si1 \"y \ ', a - " 7Nx''' pIN/ per /r o,\ f ?/a ?' CAA HC CALE %pM
_ g _? III 1114 .... .....: .,wr. ,. „ I ? t ass r . ,. icw?. s?? '.,a'°a? prsy°°,i - ' ir4 „ '/ r / - ? , / ? / r
?1 • , ( \y,. '?i" %--. - `r? I r? , iir rid r'/ ?j',r / r \ g'" ?? Y / ?) rr'0V
qn??\I? JJI I iya4.• k' N? ? /i/d?i ? r ? . J i1-,? _ _ ? -_ .,ol?-
1
"a
THE ? ,.o'4oa?"k s???y?°•. CHEROKEE COUNW
ANDREWS MURPHY AIRPORT
LPA
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OF REVISION
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?,ooe,..?•••..?iy?,? CHEROKEE COUNTY
THE ANDREWS MURPHY AIRPORT
LPA . ?, oiESStp .,9 ,
GROUP
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•, .F INE??:,STREAM RESTORATION PLAN AND PROFILE
TRANSPORTATION CONSULTANTS N?a?0 O." 'o-7
E.
[Fwd: Andrews Murphy Airport]]
Subject: [Fwd: Andrews Murphy Airport]]
Date: Mon, 20 Oct 2003 14:06:10 -0400
From: Melba McGee <[e-mail]>
Organization: DENR
To: Cyndi Karoly <[e-mail]>
FYI
Subject: Re: Andrews Murphy Airport]
Date: Mon, 20 Oct 2003 14:00:22 -0400
From: "Chrys Baggett" <[e-mail]>
To: "Melba McGee" <[e-mail]>, "Owen Anderson" <[e-mail]>
I still have the file open----waiting for Owen ...Airport Dovosion told me
they would get one consultant to submit what Owen needs ...did
they.... Meanwhile Melba tell 401 folks FONSI is not a done deal yet
----- Original Message -----
From: "Melba McGee" <[e-mail]>
To: <[e-mail]>; "Owen Anderson" <[e-mail]>
Sent: Monday, October 20, 2003 1:03 PM
Subject: [Fwd: Andrews Murphy Airport]
> Our 401 folks received a permit application on the above project. My
> records show I am still waiting to hear from Wildlife. Owen last time
> we talked you were still waiting on information. The consultant keeps
> saying the FONSI is approved. Owen have they addressed your concerns?
> If so we need to close this one out.
1 of 1 10/23/03 10:17 AM
Oct 17 03 02:43p THE LPA GROUP INC.
THE LPA GROUP
INCORPORATED
FAX [phone]
Total Number of Pages Transmitted
[phone] p.1
LPA JOB NO.
(including Cover Sheet)
If all pages are not received, please notify sender.
TO: DATE:
FIRM NAME:
FAX NUMBER:
FROM:
REMARKS:
The information in this message is intended for the use of the individual named above only. If you have received this
communication in error, please notify the sender immediately by telephone.
Thank you.
THE LPA GROUP INCORPORATED
700 Huger
Post Office Box 5805
Columbia, SC 29250
[phone]
Info ,LPAGrotfp.coz,3
Oct 17 03 02:43p THE LPA GROUP INC. [phone]
. ?"lye r
STATE OF Nown-1 CARROT NA
DEPARTMENT OF TRANSPORTATI N
Tvbc.i•iP,EL F. - EASLL-:Y
&W RNOR
N4ay 9, 2003
MS. Chrys Baggett, Director
North Carolina State C1earin&0'ftgc-'
l?'arth Carolina Department of Administration
116 Vilest Janes Street
Raleigh, North Carolina 27611
P. C:
Y X00 TIFr'ETT
Deal 145. Sadgett: h Airport
al
please fund enclosed fikeen {15} copies of the FONT SI for the Aa3drews -Harpy Runway Extension. This document con?p??d under the provisions of the National
assessment- This document is to he zevie you, or an of the reviewers, should have any
Enviconmentat Policy Act (NFPA}_ IfS 011_ or rb<?Tkcslr?,.dar.sta.e.nc.,as.
questions I can be contacted at (919)
Sincerely,
,(U(
Richard W. Barkes
Manager, Airport Developx:tent Section
RWB
Enclosure: 15
cc: File
LOCAT1 Ot+k
TELkPK014g. 819-UG-0712 KDL AtHPJRf
MAJUNG ADDRESS' FAX: 918.811-<267 1060 MlRIVAN Dv lye
NC DFPcRrnna'Oa (FtA s?o?T?nOnt ROU NC 2%n25
olvisnwOrAvunON WEs"-JTE" WWW,.QOT.STATE.IVC_US
1560MAILSERVCECPt ER
THE LPn GROUP INC. [phone] p.3
Oct 17 03 02:44p
Andrews - Murphy Airport
Andrews, North Carolina
Runway Extension and Associated Projects
The North Carolina Department of Transportation
Division of Aviation
State Block Grant Program
Administrative Action
Finding of No Signifioant Impact
Submitted Pursuant to the Provisions of
The National Environmental Policy Act
And
Requirements of the State Aid to Airports Program
Approved:
,//-, '-L1 t-,/
Richard W. Barkes
{tanager airport System Development
ate
G-
Oct 17 03 02:44p THE LPR GROUP INC. [phone] p.4
TABLE OF CONTENTS
Section Paae Number
A. Preliminary Notes: 1
B. Purpose & Need: 1 -2
C. Alternatives 2
D. Environmental impact Categories Summary 2-9
Noise 2 - 3
Compatible Land Use 3
Social Impacts 4
Induced Socioeconomic Impacts 4
Air Quality 4
Water Quality 4-5
Section 303 (c) Lands 5
Historical, Architectural, Archeological, and Cultural Resources 5
Biotic Communities 5
Endangered and Threatened Species 6
Wetlands and Streams 5
Flood plains 7
Coastal Zone Management Programs 7
Coastal Barriers 7
Wild and Scenic Rivers 7
Prime or Unique Farmland 7
Hazardous Material Impacts 7
Energy Supply and Natural Resources 8
Light Emissions 8
Solid Waste Impacts 8
Construction lmpacts ' 8
Environmental Justice Impacts 8-9
E. Environmental Consequences - Other Considerations: 10
F. Recommendations 11
Oct 17 03 02:44p THE LPR GROUP INC. [phone] p.5
A. - preliminary Notes:
This environmental document is to be reviewed under the guidelines set forth
under the National Environmental Policy Act (NEPA). The proposed
development of this airport will require that the federal and local governmental
units participate in the funding of this project and the development has been
proposed for federal funding under the State Black Grant Program.
Under the provision of the National Environmental Policy Act (NE PA) and the
North Carolina Environmental Policy Act (NCEPA) no funds may be dispersed
until the funding agency has reviewed the potential environmental impacts of the
proposed projects and has concluded that the impacts, if any, are acceptable. In
the scoping of these projects Andrews-Murphy Airport was required to develop
an Environmental Assessment (FA) meeting the provisions of both the federal
and state environmental regulations. After the EA was circulated and reviewed
by both state and federal agencies, the comments and concerns were addressed
and it has been determined that the environmental impacts are minimal. As a
result of this documentation, a Finding Of No Significant Impact (FCNSI) is
appropriate and acceptable in this matter.
B. - Put ose & Need: .
The Andrews-Murphy Airport is located in eastern Cherokee County
approximately 1.6 miles west of Andrews and 12.9 miles northeast of Cherokee,
North Carolina. The airport consists of a single 5,000' runway that has a
northeast-southwest orientation (Runway 8-25), partial parallel taxiway and
terminal-hangar area. There are currently over 60 based aircraft with over
25,000 annual aircraft operations occurring at the airport.
The Cherokee County Airport Commission recognizes that providing up-to-date
airport facilities that can accommodate corporate jet aircraft is vital to attracting
new and expanded industry to the area. Updating the airport will include
extending the runway to meet NC Division of Aviation and FAA standards for an
Airport Reference Code C-I1 facility, and performing numerous additional safety
and capacity improvements. These improvements will provide Andrews-Murphy
Airport with facilities capable of meeting both the immediate needs and the long-
term, aviation demands.
The Cherokee County Airport Commission desires to improve the safety of
aircraft operations and the airport's ability to accommodate and attract corporate
aircraft will be accomplished by making several improvements. The Airport
Commission proposes to extend and widen the runway to 5,500' by 100'
respectively, complete the parallel taxiway system and replace and install
additional runway and taxiway lighting and directional signage. Overlay the
airport pavements to improve their strength, construct a new terminal building
and expand the existing apron. Complete the upgrade and installation of a
Oct 17 03 02:44p THE LPA GROUP INC. [phone] p.6
partial Instrument Landing System (ILS), grade the runway critical and safety
areas to meet standards, and clear all associated Federal Aviation
Administration (FAA) required airspace of obstructions. All of the factors
outlining the purpose and need for the previously mentioned projects was
presented in much greater detail in a previously circulated EA and will not be
repeated again.
C. - Alternatives:
The Airport Commission considered 6 alternatives in the development of the EA.
These alternatives consisted of a "No Action", alternate transportation mode,
extend 26-end option, extend $-end option, an extension of both ends, and use
of another airport. In the previously circulated EA a comparison of the impacts of
each build alternative and the "No Action" alternative was documented. The EA
outlined these alternatives and eliminated all or them except for the preferred
alternative, which is to extend runway 26 by 500' to the east. A more detail
discussion of the alternatives was provided in the previously circulated EA and
will not be repeated here..
The "No Action" alternative would leave the airport in its current configuration
with a 5000' runway. The "No Action" alternative would require land acquisition
grading, and obstruction removal to meet the FAA recommendation airspace
surfaces. Although this proposal has the least amount of environmental impacts
it does not meet the current or projected needs of the airport from a potential
development or current safety perspective. The "No Action" alternative was
rejected.
The preferred alternative (extend runway 26) was discussed in detail in the EA
and is considered as offering the safest, most economically responsible and
environmentally plausible alternative. The specific environmental impact
categories will be briefly discussed for the preferred alternative in the following
section.
D.,- Environmental Impact Categories Sumrrtar?:
Noise:
The FAA Integrated Noise Model (INM) version 6_Oc was used to evaluate noise
levels for the Andrews-Murphy Airport both with and without the proposed
runway extension. Noise levels were evaluated for the year 2006 for the
alternatives. All of the construction alternatives, including the alternative of no
action, did not have any significant negative impact as related to noise. A
detailed discussion of the noise for the alternatives took place in the EA and will
not be repeated here.
2
Oct 17 03 02:44p THE LPR GROUP INC. [$03]231-4185 p.7
Basically, the effect of aircraft noise on residents is a complex matter to quantify.
In the past twenty years, since aircraft noise began causing impacts on
=mmunities, many different methods and efforts have been made to determine
the effects of noise, and to develop ways of describing exposure and potential
impacts. Environmental regulations and guidelines tend to use cumulative
measurements to assess airport noises. This form of measurement concept is
based on the effect of noise on people is logarithmic, and further assumes that
nighttime: noise are more intrusive than daytime noises. This cumulative noise
analysis assigns nighttime noise events greater weighting than daytime events.
This methodology of Day - Night average sound level or Ldn was specifically
developed for considering environmental noise sources. This method of
measurement also provides a means for determining how much noise an airport
produces over and above background noises-
A noise impact occurs when human activity is exposed to noise levels in excess
of those appropriate for that activity. To guide the impact identification procedure
the Department of Transportation Noise Abatement Policy states that "in
assessing community reaction to aircraft noise, the following interpretation of Ldn
value is used."
Less than 65 Ldn - essentially no complaints expected, noise may
interfere with community activity.
65 to 75 Ldn - Individuals may complain; group action possible;
Greater than 75 Ldn - Repeated vigorous complaints expected;
group action probable
The noise analysis performed for the Andrews-Murphy Airport and presented in
the EA indicates that there are no existing or planned noise sensitive areas within
the current or protected 65 Ldn area that will not be acquired as a part of this
airport project for the preferred alternative. Therefore no further analysis is
necessary and it may be assumed that there will be no significant noise impacts-
Compatible Land Use,
The compatibility of existing and planned land uses in the vicinity of an airport is
usually associated with two factors: a) the extent of noise impacts related to the
airport and related development and, b) consistency with local land use plans
and development policies. The preferred alternative does not have a negative
impact from.a noise impact evaluation. Also, none of the planned land uses for
the preferred alternative is incompatible with planners land uses as described in
the Letter of Assurance contained in appendix c of the EA to comply with Section
51of the A!,Tor' and Airway Improvement Act of 1952. It can therefore be
concluded that there are no significant negative compatible land use impacts.
3
Oct 17 03 02:45p THE LPA GROUP INC. [phone] p.8
Social Impacts:
The project does not involve the relocation of any res[dences or businesses,
divide cr disrupt established communities, disrupt orderly or planned
development, or create any negative appreciable change in employment.
Therefore no significant impacts are anticipated.
Induced Socioeconomic Impacts;
This category is primarily concerned with induced or secondary impacts on the
surrounding communities. Induced impacts are usually not considered significant
unless there are significant impacts in other categories especially noise, land use
or direct social impacts. Induced socioeconomic impacts of airport development
normally involve shifts in population, increased public service use, or changes in
the local business and economic climate. The positive economic impacts of the
airport have been discussed in the EA, and the proposed actions are expected to
extend these positive impacts to the local community and region.
The preferred alternative would be expected to have positive induced
socioeconomic impacts due to the opportunity for the airport to serve existing and
future corporate users during a wider range of conditions. The expansion of the
airport to meet business-class airport requirements will contribute additional
opportunities for employment based on new businesses, increased airport
facilities and short-term construction employment. Based on the previous
discussions in the EA there are not any anticipated negative impacts that will
require further analysis in this area
Air Quality-.
Cherokee County is currently in attainment of all of the National Ambient Air
Quality Standards, therefore, the requirements of general and transportation
conformity under the Clean Air Act do not apply to the project and no further
analysis is required for the preferred alternative. The forecasted operations at the
airport do not exceed the thresholds for an air quality analysis as defined in the
Airport Enviro,r7mentat Handbook or the North Carolina Standard 2D. 0804. The
EA contained detailed discussion of air quality issues that will not be repeated
here. Since no further analysis is needed it can be determined that there is not
any significant impact. Any open burning that occurs during construction will
adhere to all federal, state, and local regulations
Water Quality:
A water quality permit from the N.C. Division of Water Quality will be required for
construction of the preferred alternative. The preferred alternative will be
constructed following N.C. stormwater regulations 15A NCAC 2H.1000,
Stormwater Management, and stormwater runoff will be managed following DWC1
4
Oct 17 03 02:45p THE LPR GROUP INC. [phone] p.9
ouidelines. A sedimentation and erosion control permit shall be obtained prior to
commencing any construction for the preferred alternative. An extensive
discussion of this topic was presented in the previously circulated EA and based
an a follow up meeting with agency personnel, it can be concluded that the
potential impacts on water'quaiity will be minimized with mitigation that will be
developed to the extent practicable during the construction plan development
and permitting phase. By utilizing best management practices for stormwater
management and mitigation the proposed construction is not anticipated to have
significant negative impacts on water quality issues.
Section 303(c) Lands:.
Section 303(c), Title 49 USC, formerly known as Section 4(0 of the Department
of Transportation Act, states that a project requiring the use of any publicly
owned land from a public park, recreation area, or from a historic site of national,
state, or local significance shall not be approved unless there is no feasible
alternative to the use of such land. No public parks, recreation areas, or historic
sites are located in the project area for the preferred alternative. Therefore, no
significant impacts are anticipated for this topic.
Historic Architectural, Archeological, and Cultural Resources.,
Based on consultation with the N.C. Department of Cultural Resources,
concerning historic, architectural, archeological, or cultural resources several
archeological sites are known to exist in the project area for the preferred
alternative. As a result of this consultation a field survey was conducted and the
prepared report did not"recommend any further archeological investigation be
conducted. The Department of Cultural Resources concurs that Section 106 of
the National Historic Preservation Act has been satisfied and therefore no further
analysis or action is necessary.
Biotic Communities:
If construction will cause only a minor permanent alteration of existing habitat, it
may be assumed that there will be no significant impacts to biotic communities,
particularly if the habitats affected represent a small percentage of the area's
inventory and support a limited variety or number of common wildlife species.
The majority of the biotic communities affected by construction of the runway 26
extension alternative are man-dominated or previously disturbed agricultural
land. Construction of this extension alternative will cause only a minor
permanent alteration of existing habitat in a relatively natural condition, The
specific biotic communities will also be discussed in other sections of this FONSI
under wetlands and endangered species impacts. Based on the discussion of
these related impact categories, in combination with best management practices
and good construction techniques, the biotic impacts will be kept to the minimum
extent practicable and will not be significant in nature.
Oct 17 03 02:46p THE LPR GROUP INC. [phone] p.10
Endanaered and Threatened Species*
There are no records of state or federally listed endangered or threatened
species within the preferred alternative projects area. Based on the results cf the
evaluation and correspondence with the U.S. Fish & Wildlife Service, the
preferred alternative does net appear to have any impacts on endangered or
threatened species. The NCNHP indicated in their correspondence that there
are several state endangered species, and special-concern species are
potentially located downstream from the project area but none are known to be
located in the preferred alternative protect area. The NCNHP encourages that
proper sedimentation and erosion control and stormwater treatment structures
are in place to ensure that sediment does not leave the site. Best managetrsent
procedures and a approved sediment and erosion control plan will be followed for
construction of the project. The U.S. Fish and Wildlife Service indicated that
"Based on the information in the EA and a review of our records, we do not
believe the project is likely to affect any federally listed or proposed endangered
or threatened species." "We believe the requirements of section 7(c) of the Act
are fulfilled." Minimization and avoidance will be used to reduce or mitigate any
potential impacts. Therefore, no significant impacts are anticipated for this topic.
Wetlands and Streams:
In the previously circulated EA it was determined that a total of A acres of
wetlands and approximately 5,850` of stream disturbance would be necessary in
the preferred alternative. Based on information provided by the Army Corps of
Engineers (A.COE) and Division of Water Quality, the preferred alternative would
require a Permit from the Army Corps of Engineers for the-wetlands impacts and
WIQ for the potential stream impacts. FAA Order 5050.4A The Airport
Environmental Handbook advises that that the proposed action includes all
practicable measures to minimize harm to wetlands which may result from such
use. In malting this finding the funding agency (NCDOT - Division of Aviation)
may take into account economic, environmental and other pertinent factors to
determine whether there is no practicable altemative to such construction.
Whether another alternative is practicable depends on its feasibility in terms of
safety, meeting transportation objectives, design, engineering, environment,
economics, and any other applicable factors. Mitigation options are discussed in
the EA. During the development of design plans for the proposed construction
(to the extent practicable) all efforts will be made to avoid and reduce impacts to
wetlands and stream areas and all applicable permits will be applied for prior to
any construction activity. There; are not-any anticipated problems with obtaining
these permits. Based on the information contained in the EA and as a result of a
follow up meeting with the involved agencies, it is anticipated that the potential
wetiand and stream impacts will be able to be mitigated. Therefore the impacts
should not be of a significant nature to prevent this development option-
6
Oct 17 03 02:46p THE LPR GROUP INC. (8031231-4186 p.11
Flood plains:
Based on examination of the applicable Flood Insurance Rate Map, it is
estimated approximately 10 acres or less of the disturbance for the proposed
projects is located within the 100 year flood boundary. The FEMA guidelines for
design encroachments in the floodplain require that construction cause no
increase in the stream level upstream from the proposed disturbance. It is
anticipated that there will not be more than a one-foot rise in the base flood
elevation and that the rise can all be contained on airfield property with
appropriate design. Therefore based on the fact that there should be no rise in
the base flood elevation over one foot and that the airport infrastructure will be
elevated above the base flood elevation there should not be any significant
impact on flood plains with this project.
Coastal Zone Management Programs:
Cherokee County is not one of the twenty counties regulated by the Coastal
Resources Commission (CRC). Therefore the State's Coastal Area
Management Act (CAMA) does not apply to this project.
Coastal Barriers:
Cherokee County is not located in the Coastal Barriers Resource System
(CBRS) or an Otherwise 'Protected Area (OPA). Therefore the Coastal Barrier
Resource Act (CBRA) does not apply to this project.
Wild and Scenic Rivers:
There are not any classified wild and scenic rivers within the project site.
Therefore, there are no anticipated impacts from any of the alternatives to any
federally designated wild and scenic rivers.
Prime or Unique Farmlands:
A Form AD-1006, "Farmland Conversion Impact bating", was submitted to the
local Natural Resources Conservation Service (MRCS). It was determined in the
EA that the runway 26 extension had a total combined score that is less than the
threshold value of 160 established by the USDA indicating a potential adverse
impact. Therefore, it may be assumed there is no significant impact to farmland
is caused by this alternative.
Hazardous Material Impacts:
Based on site inspection and document review no known hazardous material
sites would be impacted by the preferred alternative. Therefore no significant
impact is anticipated for this topic and no further action is required.
7
Oct 17 03 02:47p THE LPR GROUP INC. [phone] p.12
Energy Supply and Natural Resources:.
Eased on definitions given in FAA Order 5050.4A Airport Environmental
Handbook, the proposed action will not have significant demands on energy
supply or natural resources. It can thus be concluded that there will not be any
significant impact and no further action is necessary.
Light Emissions:.
The FAA requires the airport sponsor to consider the extent to which any lighting
associated with an airport action will create an annoyance among people in
surrounding areas. There are no residences near the airport on the runway 26
end. The types of lighting being installed, location, and method of use for the
lighting should not have any significant impact on residences in the vicinity of the
airpail- if an annoyance lighting problem should develop from the new lighting
installed then measures can be explored to reduce or eliminate the problem.
There should not be a significant impact on this subject.
Solid Waste Impacts:
There are not any solid waste impacts known or anticipated due to the
construction or operation of this project. Therefore no significant impact is
anticipated for this topic and no further action is required.
Construction Impacts:
The types of impacts to be considered primarily are related to noise, air, water
and flora and fauna impacts. There was a detailed discussion of the potential
construction impacts and possible solutions in the FA. Basically, there are not
any anticipated noise impacts that are not expected to unduly impact local
residences or businesses and the other impaots have been discussed in other
areas of this document. In general all applicable permits, (such as.sediment and
erosion control plans, and burning permits) and good construction techniques
and best management practices (like those outlined in FHA Order 15015370 -- 10
Standards for Speci=fying Construction of Airports) should alleviate any potential
impacts in this subject.
Environmental Justice Impacts.
On February 11, 1994, President Clinton signed the Executive Order 12898,
"Federal Actions to Address Environmental Justice in Minority Populations and
Low-Income Populations' A Presidential Memorandum directed to the heads of
all Departments and Agencies accompanied the Executive Order 12898. The
Memorandum states "each Federal agency shall analyze the environmental
effects, including human health, economic and social effects, of Federal actions,
8
Oct 17 03 02:47p THE LPR GROUP INC. [phone] p.13
including effects on minority communities and low-income communities, when
such analysis is required by NEPA." Both the Federal Aviation Administration
(FAA) and the Federal Highway Administration (FHVVA) are divisions of the-U.S.
Department of Transportation and are included in the DOT Order 5610.2 "Actions
to Address Environmental Justice in Minority Populations and Law-income
Populations" (0-2 Federal Register 18377 of sea. (April 15, 1997). On December
2, 1998 the FHWA issued Order 6640.23 that establishes policies and
procedures for the agency to use in complying with Executive Order 12898.
While the DOT and FHVVA policies and procedures require analysis of
disproportionate impacts, thay do not define thresholds for the analysis of
Environmental Justice (EJ) impacts.
The Environmental Protection Agency (EPA) has established thresholds for the
determination of EJ impacts. In April 1999, the Environmental Protection Agency
(EPA) Region 4, which has jurisdiction far North Carolina, released its report
entitled interim Policy to Identify and Address Potential Environmental Justice
Areas. This document defines environmental justice as "the fair treatment of
people of all races, cultures, incomes, and educational levels with respect to the
development and enforcement of environmental laves, regulations, and policies.
Fair treatment implies that'no population should be forced to shoulder a
disproportionate share of exposure to the negative effects of pollution due to the
lack of political or economic strength." The EPA Region 4 Interim Policy Report
recommends relative thresholds be used as benchmarks to determine whether a
substantial low-income and minority population would be adversely impacted.
The relative threshold is determined as `11.2 times the state average of minority
and low-income population.
Based on information contained in the EA, no relocations of residences or
business are required for the preferred alternative and no environmental justice
impacts are expected. "t"herefore, no significant impacts are anticipated for this
topic. .
Oct 17 03 02:47p THE LPA GROUP INC. [phone] p.14
E. Environmental Consequences - Other Considerations.
The EA has addressed all the anticipated specific environmental impacts for this
pro?e:,t in both the construction phase and ultimate utilization of the project.
There were not any controversial issues raised during the EA development. The
project planning and subsequent design will fake into account all anticipated
environmental impacts and make great efforts to avoid and minimize them. The
proposed actions appear to be consistent with all federal, state, and local
requirements for the surrounding area.
As outlined in FAA Order 5050.4A Airport Environmental Handbook, Cherokee
County provided opportunity for the general public to comment on the proposed
projects contained in the EA. They received no request to conduct a public
hearing, thus no such hearing was held.
Secondary and Cumulative Impacts evaluations are outlined in FAA Order
5050.4A Airport Environmental Handbook. The evaluation of these impacts
refers to CEQ 1508.25 which defines three types of actions to be considered: "(a)
Actions (other than unconnected single actions) which may be: (1) Connected
actions, which means that they are closely related and therefore should be
discussed in the same impact statement. Actions are connected if they. (1)
Automatically trigger other actions which may require environmental impact
statements. (ii) Cannot or will not proceed unless other actions are taken
previously or simultaneously. (iii) Are interdependent parts of a larger action and
depend on the larger action for their justification." Based on this definition the EA
has considered all the reasonably foreseeable airport projects and evaluated
them in this EA. As to unrelated general growth in the area based on this
definition it would be difficult to define at best and the action thresholds are not
crossed, therefore the EA has adequately addressed this topic.
During the design phase of this project the parallel taxiway location in association
to the old US Highway 19=129 will be reviewed and appropriate measures will be
taken to assure separation and safety concerns to both the driving and flying
public users.
In conclusion, the EA has shown that the proposed project can be completed
with no significant impact on the environment. All necessary permits are
expected to be obtained without incident and any additional measures that may
be necessary will be completed prior to, or when applicable in the construction
process.
10
Oct 17 03 02:48p THE LPA GROUP INC. [phone] p.15
F. - Recommendations:
After careful review of the Environmental Assessment and comments and
response from the coordination process, and the facts contained herein, the
undersigned has found that the proposed project is consistent with the objectives
of the national and state environmental policies. The objectives and polices are
set forth in the National Environmental Policy Act and the North Carolina
Environmental Policy Act, and the project will not significantly affect the quality of
human environment or otherwise include any significant condition requiring
further consultation with any federal, state, or local review agencies with the
following exceptions which shall be made a condition of the environmental
approval of, this project:
I . Cherokee County Airport Commission, or its appointed representative
shall obtain any and all federal, state, or local permits (such as burning,
sediment and erosion control, NPDES general construction permit, 401
WQC, 404, etc.,) prior to construction of this project.
2. Any mitigation that might prove necessary shall be developed and
implemented prior to, or during the construction phase of this project.
Such mitigation may include but will not be limited to wetlands and
stream mitigation.
To the extent practicable every effort will be made to avoid and minimize
environmental impacts in the development of this project. The
development of this project will utilize best management practices and
good construction techniques.
Therefore it its the undersigned's recommendation that the project be given a
Finding Of No Significant Impact (FONSI) under the provisions set forth by the
State of North Carolina Block Grant Program, and the National Environmental
Policy Act.

Richard W. Barkes Date
Manager, Airport System Development Section
Division of Aviation, North Carolina Department of Transportation
II
Oct 17 03 02:48p THE LPR GROUP INC. [phone]
STATE OP NORTH CAROLII*iA
DEPARIN EN7 OF TRANSPORTATION
MICLIAF-I. F. EASLsy
July 8, 2003
Mr. Oren F. Anderson, Mountain Region Coordinator
North Carolina Wildlif . Resources Commission
Habitat Conservation Program
20830 Great Smoky Mountains rxpressiway
Waynesville, North Carolina 25786
Dear Mr. Anderson:
p.16
L,1'Ni)o TIPPETT
SF,CkB,T.IxY
Based on our conversations and the information you faxed me, I would like to offer the
follo zing comments. Tlae comments and concerns you expressed appear to be in
primarily three major areas, additional kiforrnation, secondary-cumulaTble impacts, and
permitti:v issues.
The following comments are to address the additional ufoanation you requested. The
aquatic survey along with photos of the area is being forwarded to yo a from the
consultant under separate cover. The borrow site -vd11 most likely be in the terminal area
but until detailed construction plans and appropriate per=its (grading, erosion control) are
sought and approved, I can not give .you the exact location. No 25-foot Trout Buffers will-
be i_-upacted. It is desirable to fence the perimeter of the airport, but clue to budget
constraints, fencing is not included in this prcject. Finally, the amount of additional
lighting that is being added to the airport in this project would not have any impacts on
the wildlife beyond those that already exist at the airport.
T ce guidance for Secondary and Cumulative Impacts evaluations are outlined in FAA
Order 5050.44 Airport Environmental Handbook. The evaluation of these impacts refers
to CEQ 1508.25 which defines three types of actions to be considered: "(a) Actions (other
than unconnected single actions) which _nay be: (1) Connected actions, which means that
they are ciosely related and therefore should be discussed in the same impact statement.
4ctians are connected if they: (i) Automatically trigger other actions which may require
environmental impact statements. (ii) Cannot cr will not proceed unless other actions are
taken previously or simultaneously- (iii) A--e interdependent parts of a larger action and
depend on the larger action for their justification."
i'hAIUNG ADDRESS:
NC DEPnR F G O=TNA\SPORVAMN
CIVISION Of AVATIDK
I hat CEtVYif
_ SERYQ.
RALc;GY. NG 27659-1550
T_t.=Pno4E: 919 540-01 t2
FAX: 918-840-SZSr
Wr8317F W AWDOTSTATENC.US
LOCATION:
RDJ AIRp r
1060 mr:RIGAN Dkro5
RDU NG 2iY+'3
Re: Andrews Murphy Airport
Subject: Re: Andrews Murphy Airport
Date: Mon, 20 Oct 2003 13:04:10 -0400
From: Melba McGee <[e-mail]>
Organization: DENR
To: Cyndi Karoly <[e-mail]>
I just email Wildlife to see if they got what they were asking for. Will
let you know when I hear.
Cyndi Karoly wrote:
> Melba - the consultant has faxed me a FONSI that was forwarded to Chrys
> Baggett on May 9, 2003. I will put this in the file, but still assume
> they do not have final clearance from the State Clearinghouse until you
> tell me so. They are trying to convince me the NEPA document suffices,
> but I'm waiting to hear that the unresolved issues from the SEPA
> perspective are all resolved.
> Thanks.
1 of 1 10/23/03 10:15 AM
10/17/03 15:16 FAX
THE LPA GROUP
INCORPORATED
FAX [phone]
a 001
LPA JOB NO.
Total Number of Pages Transmitted /7 (Including Cover Sheet)
If all pages are not received, please notify sender.
TO: CVN,01 KAPOL-Y DATE:
/0- 111 -- 0 3
FIRM NAME:
FAX NUMBER: t 919) -7:' 3- 6-613
FROM: (,oC l\J ?`1ft""'-"' Y
REMARKS: C 1 ro o 1 .
C1 i?C l? t t `? `I"??1? ply1 ? r3 ? `, Ot)k, t) t? IF -k)k) 1A W

The information in this message is intended for the use of the individual named above only. If you have received this
communication in error, please notify the sender immediately by telephone.
Thank you.
THE LPA GROUP INCORPORATED
700 Huger
Post Office Box 5805
Columbia, SC 29250
[phone]
[e-mail]
10/17/03 15:17 FAX
STATE OF NORTH CAROL NA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASUY
G-()VTRNC)a
Ms. Chrys Baggett, Director
North Carolina State Clearingho-we
North Carolina Department of Administration
11 6 West Jones Street
Raleigh, North Carolina 27611
Dear Ms. Baggett:
Please fund enclosed fifteen (15) copies of the FONSI for the Andrews Murphy Airport
Ruuway E)ttension. This document completes a previously circulated environmental
assessment, This document is to be. reviewed under the provisions ofthe 'National
Environmental Policy Act (NEPA). If you, or any of the reviewers, should have any
questions I can be contacted at [phone] or rb.arkcsl?idot.state_nc.us.
Sincerely,
fd-ol L

May 9, 2003
l1M 002
Y YNDO TIPPETT
SLCR.ETARY
Richard W. Barkes
Manager, Airport Development Section
RW)3
Enclosure: 15
cc: idle
MAILING ADDf2E5S:
NC DEFARTahrzNT OF TRP.N5PORTATIRN
D1VtGi0t4 OF AV Ikrt0W
1560 NAIL SERVICE Cf:NTER
TELEPHONE: 919-W-0112
FAX: 910,840-2267
Wm srrE: NANW.DOT.STA-rr-ua.us
LIDCATIOW-
ROU AIHpoRT
11050 MURiDAN DRIVE
RDU NC 27628
10/17/03 15:23 FAX
Mr. Owen Anderson .
July S, 2003
Page 2
U017
Based on this definition the Environmental Assessment (EA) has considered. all the
reasonably foreseeable airport projects and evaluated them in the EA_ i consulted with
Cherokee County Officials and they indicated that there are not any plans currently to
develop any additional facilities as a direct result of the airport improvements and no
County planned projects (such as an industrial park) in the vicinity of the airport. Zoning
and local ordinance development is a natter for the County to address and does not havv,
my direct bearing that can be attributed to the proposed airport construction projects. As
to unrelated general growEh in, the area, it is hoped that a fully functioning business
general aviation airport will.liap the Comity in its endeavors to promote economic
?7owth, but based on the previous definition it would be difficult, if not impossible, to
assess and the action thresholds are not crossed, therefore the EA has adequately
addressed this topic.
The comments and concerns regarding permitting issues are being addressed currently in
the permit application process: As this process progresses every effort will be made; to
avoid and minimize impacts to-wetlands and streams. The wetlands impacts and
permitting are mein; addressed with the Army Corp. of Engineers now and mitigation
measures will be a part of this process. Water quality issues will be'addressed as detailed
construction, plans are developed and appropriated permits are applied for and received
both for the construction phase of the project and the operational uses of the constructed
iunproverneats.
If you should have any questions,or require any further informatiOn, please do not
hesitate to contact isle.
Sincerely,
Richard W. Bark-es
Manager, Airport Development. Section
RWB
cc: Gordon Murphy, LPA
Jeff Kirby , LPA
Bill Maslyk, DOA
10/17/03 15:22 FAX
dµ??
STATE OF NORTH CAROLINA
DEPARTIvIFNT OF TRANSPORTATION
M[CRAEG F. EASUY
GOVERNOR
July 8, 2003
Mr. Owen F. Anderson, Mountain Region Coordinator
North Carolina. Wildlife Resources Conu ission
Habitat Conservation Program
20830 Great Smoky Mountains Expressway
Waynesville, North Carolina 28786
Dear Mr. Anderson:
10 016
LY' DO TWPErT
S'9CW CA1tY
Based on oar conversations and the information you faxed me, I would like to offer the
following comments. The comments and concerns you expressed appear to be in
primarily three major areas, additional information, secondary-cumulative impacts, and
permitting issues.
The following continents are to address the additional information you requested. The
aquatic survey along with photos of the area is tieing forwarded to you from the
consultant under separate cover. The borrow site will most likely be in the terminal area
but until detailed construction plans and appropriate permits (,grading, erosion control) are
sought and approved, I can not give you the exact location. No 25-foot Trout Buffers will
be impacted. It is desirable to fence the perimeter of the airport, but due to budget
constraints, fencing is not included is this project. Finally, the amount of additional
lightin,g that is being added to the airport in this project woWd not have any impacts on
the wildlife beyond those that already exist at the airport.
`nae, guidance fax Secondary a.nd Cumulative Impacts evaluations are outlined in FAA
Order 5050.4A Airport Environmental Handbook. The evaluation of these impacts refers
to CF_Q 1505.25 which defines three types of actions to be considered: "(a) Actions (other
than unconnected single actions) which may be: (1) Connected actions, which means that
they are closely related and therefore should be discussed in the same impact statement,
Actions are connected if they, (i) Automatically trigger other actions which may require
environmental impact statements. (ii) Cannot or will not proceed unless other actions are
taken previousty or simultaneously. (iii) Ara interdependcut p2 is of a. larger action and
depend on the Larger action for their justification. "
MAILING ADDRESS,.
NC 01FAR I MSNT OF TRAN.-PORUYION
DlvisioN OF AVIATION
1660 MAIL SERUICr= CENY61t
RAL@1Gw NC 27699-1560
TeL EPW N6: 919-840-09 t 2
FAX: 913-a40-9267
W'F&31TE: A..D0T.STA7ENC.US
LOCAVION:
RDU A/HVoR't
1050 MERIDAN DwA
RDU Nc 27825
10/17/03 15:22 FAX 01015
F. - Recommendations:
After careful review of the Environmental Assessment and comments and
response from the coordination process, and the facts contained herein, the
undersigned has found that the proposed project is consistent with the objectives
of the national and state environmental policies. The objectives and polices are
set forth in the, National Environmental Policy Act and the North Carolina
Environmental Policy Act, and the project will not significantly affect the quality of
human environment or otherwise Include any significant condition requiring
further consultation with any federal, state, or local review agencies with the
following exceptions which shall be made a condition of the environmental
approval of this project:
1. Cherokee County Airport Commission, or its appointed representative
shall obtain any and all federal, state, or local permits (such as burning,
sediment and erosion control, NPDES general construction permit, 401
WQC, 404, etc.,) prior to construction of this project.
2. Any mitigation that might prove necessary shalt be developed and
implemented prior to, or during the construction phase of this project.
Such mitigation may include-but will not be limited to wetlands and
stream mitigation.
3. To the extent practicable every effort will be made to avoid and minimize
environmental impacts in the development of this project. The
development of this project will utilize best management practices and
good constructionlechniques.
Therefore it is the undersigned's recommendation that the project be given a
Finding Of No Significant Impact (FONSI) under the provisions set forth by the
State of North Carolina Block Grant Program, and the National Environmental
Policy Act.

Richard W. Barkes Date
Manager, Airport System Development Section
Division of Aviation, North Carolina Department of Transportation
11
10/17/03 15:22 FAX 10 014
E. - Environmental Conse uences - Other Considerations;
The i*A has addressed all the anticipated specific environmental impacts for this
project in both the construction phase and ultimate utilization of the project.
There were not any controversial issues raised during the EA development, The
project planning and subsequent design wiil take into account all anticipated
environmental impacts and make great efforts to avoid and minimize them. The
proposed actions appear to be consistent with all federal, state, and local
requirements for the surrounding area.
As outlined in FAA Order 5050.4A Airport Environmental Handbook, Cherokee
County provided opportunity for the general public to comment on the proposed
projects contained in the EA. They received no request to conduct a public
hearing, thus no such hearing was held.
Secondary and Cumulative impacts evaluations are outlined in FAA Order
5050.4A Airport Environmental Handbook. The evaluation of these impacts
refers to CEO 1508.25 which defines three types of actions to be considered: "(a)
Actions (other than unconnected single actions) which may be: (1) Connected
actions, which means that they are closely related and therefore should be
discussed in the same impact statement. Actions are connected if they: (1)
Automatically trigger other actions which may require environmental impact
statements. (ii) Cannot or will not proceed unless other actions are taken
previously or simultaneously. (iii) Are interdependent parts of a larger action and
depend on the larger action for their justification." Based on this definition the EA,
has considered all the reasonably foreseeable airport projects and evaluated
them in this EA. As to unrelated general growth in the area based on this
definition it would be difficult to define at best and the action thresholds are not
crossed, therefore the EA has adequately addressed this topic.
During the design phase of-this project the parallel taxiway location in association.
to the old US Highway 19=129 will be reviewed and appropriate measures will be
taken to assure separation and safety concerns to both the driving and flying
public users.
In conclusion, the EA has shown that the proposed project can be completed
with no significant impact on the environment. All necessary permits are
expected to be obtained without incident and any additional measures that may
be necessary will be completed prior to, or when applicable in the construction
process.
10
10/17/03 15:21 FAX
[in 013
inciuding effects on minority communities and low-income communities, when
such analysis is required by NEPA." Both the Federal Aviation Administration
(FAA) and the Federal Highway Administration (FHWA) are divisions of the~U.S.
Department of Transportation and are included in the DOT Order 5610.2 "Actions
to Address Environmental Justice In Minority Populations and Low-income
Populations" (62 Federal Register 18377 efse . (April 75, 7997). On December
2, 1998 the FHWA issued Order 6640.23 that establishes policies and
procedures for the agency to use In complying with Executive Order 12898.
While the DOT and FHVVA policies and procedures require analysis of
disproportionate impacts, they do not define thresholds for the analysis of
Environmental Justice (EJ) Impacts.
The Environmental Protection Agency (EPA) has established thresholds for tho
determination of EJ impacts. In April 1999, the Environmental Protection Agency
(EPA) Region 4, which has jurisdiction for 'North Carolina, released its report
entitled Interim Policy to Identify and Address Potential Environmental Justice
Areas. This document defines environmental justice as "the fair treatment of
people of all races, cultures, incomes, and educational levels with respect to the
development and enforcement of environmental laws, regulations, and policies.
Fair treatment implies that'no population should be forced to shoulder a
disproportionate share of exposure to the negative effects of pollution due to the
lack of political or economic strength." The EPA Region 4 Interim Policy Report
recommends relative thresholds be used as benchmarks to determine whether a
substantial lows ,income and minority population would be adversely impacted.
The relative threshold is determined as 4.2 times the state average of minority
and low-income population.
Based on information contained in the EA, no relocations of residences or
business are required for the preferred alternative and no environmental justice
impacts are expected. Therefore, no significant impacts are anticipated for this
topic.
10/17/03 15:21 FAX 1 012
Enemy Supply and Natural Resources:.
Based on der-Initions given in FAA Order 5050.4A Airport Environmental
Handbook, the proposed action will not have significant demands on energy
supply or natural resources. It can thus be concluded that there will not be any
significant impact and no further action is necessary. .
Light Bmiss.12
The FAA requires the airpdrt sponsor to consider the extent to which any lighting
associated with an airport action will create an annoyance among people in-
surrounding areas. There are no residences near the airport on the runway 26
end. The types of lighting being Installed, location, and method of use for the
lighting should not have any significant impact on residences in the vicinity of the
airport. If an annoyance lighting problem should develop from the new lighting
installed then measures can be explored to reduce or eliminate the problem.
There should not be a significant impact on this subject.
Solid Waste impacts:
There are not any solid waste impacts known or anticipated due to the
construction or operation of this project. Therefore no significant impact is
anticipated for this topic and no further action is required.
Construction Impacts:
The types of impacts to be considered primarily are related to noise, air, water
and flora and fauna impacts. There was a detailed discussion of the potential
construction impacts and possible solutions in the EA. Basically, there are not
any anticipated noise impacts that are not expected to unduly impact local
residences or businesses and the other 'impacts have been discussed in other
areas of this document. In general all applicable permits, (such as.sediment and
erosion control plans, and burning permits) and good construction techniques
and best management, practices (like those outlined in FAA Order 950/5370 - 10
Standards for Specifying Construction of Airports) should alleviate any potential
impacts in this subject
Environmental Justice Impacts:.
On February 11, 1994, President Clinton signed the Executive -Order 12898,
"Federal Actions to Address Environmental Justice in Minority Populations and
low-Income Populations." A Presidential Memorandum directed to the heads of
all Departrnents and-Agencies accompanied the Executive Order 12898. The
Memorandum states. "each Pederai agency shall analyze the environmental
effects, including human health, economic and social effects, of Federal actions,
10/17/03 15:20 FAX
Flood plains;
10 011
Based on examination of the applicable Flood Insurance Rate Map, it is
estimated approximately 10 acres or less of the disturbance for the proposed
projects is located within the 100 year flood boundary. The FEMA guidelines for
design encroachments In the floodplain require that construction cause no
increase in the stream level upstream from the proposed disturbance. It is
anticipated that there will not be more than a one-foot rise in the base flood
elevation and that the rise can all be contained on airfield property vA.th
appropriate design. Therefore based on the fact that there should be no rise in
the base flood elevation over one foot and that the airport infrastructure will be
elevated above the base flood elevation there should not be any significani
impact on flood plains with this project.
Coastal Zone Management Programs:
Cherokee County is not one of the twenty counties regulated by the Coastal
Resources Commission (CRC). Therefore the State's Coastal Area
Management Act (CA?MA) does not apply to this project,
Coastal Barriers:
Cherokee County is not located in the Coastal Barriers Resource System
(CBRS) or an Otherwise' Protected Area (OPA). Therefore the Coastal Barrier
Resource Act (CBRA) does not apply to this project.
Wild and Scenic Rivers:
There are not any classified wild and scenic rivers within the project site.
Therefore; there are no anticipated impacts from any of the alternatives to any
federally designated wild and scenic rivers.
Prime or Unique Farmlands:
A Form AD-1006, "Farmland Conversion Impact Rating", was submitted to the
local Natural Resources Conservation Service-(MRCS). It was determined in the
EA that the runway 26 extension had a total combined score that is loss than the
threshold value of 160 established by the USDA, indicating a potential adverse
impact. Therefore; it may be assumed there is no significant impact to farmland
is caused by this alternative.
Hazardous Material Impacts:
Based on site inspection and document review no known hazardous material
sites would be impacted by the preferred alternative. Therefore no significant
impact is anticipated for this topic and no further action is required.
7
10/17/03 15:20 FAX IM 010
Endanaered_ and Threatened Species;
There are no records of state or federally listed endangered or threatened
species within the preferred alternative projects area. Based on the results of the
evaluation and correspondence with the U.S. Fish & Wildlife Service, the
preferred alternative does not appear to have any impacts on endangered or
threatened species. The NCNHP indicated in their correspondence that there
are several state endangered species, and special-concern species are
potentially located downstream from the project area but none are known to be
located in the preferred alternative project area. The NCNHP encourages that
proper sedimentation and erosion control and stormwater treatment structures
are in place to ensure that sediment does not leave the site. Best management
procedures and a approved sediment and erosion control plan will be followed for
construction of the project. The U.S. Fish and Wildlife Service indicated that
"Based on the information in the EA and a review of our records, we do not
believe the project is likely to affect any federally listed or proposed endangered
or threatened species." "We believe the requirements of section 7(c) of the Act
are fulfilled." Minimization and avoidance will be used to reduce or mitigate any
potential impacts. Therefore, no significant impacts are anticipated for this topic.
Wetlan4g and Streams:
In the previously circulated EA it was determined that a total of .1 acres of
wetlands and approximately 5,850` of stream disturbance would be necessary in
the preferred alternative. Based on information provided by the Army Corps of
Engineers (ALOE) and Division of Water Quality, the preferred alternative would
require a Permit from the Army Corps of Engineers for the wetlands impacts and
DWQ for the potential stream impacts. FAA Order 5050.4A The Airport
Environmental Handbook advises that that the proposed action Includes all
practicable measures to minimize harm to wetlands which may result from such
use. In making this finding the funding agency (NCDOT - Division of Aviation)
may take into account economic, environmental and other pertinent factors to
determine whether there is no practicable alternative to such construction.
Whether another alternative its practicable depends on its feasibility in terms of
safety, meeting transportation objectives, design, engineering, environment,
ecanomir„s, and any other applicable factors. Mitigation options are discussed in
the EA. During the development of design plans for the proposed construction
(to the extent practicable) all efforts will be made to avoid and reduce impacts to
wetlands and stream areas and all applicable permits,will be applied for prior to
any construction activity. There are not -any anticipated problems with obtaining
these permits. Based on the information contained in the EA and as a result of a
follow up meeting with the involved agencies, It is anticipated that the potential
wetland and stream impacts will be able to be mitigated. Therefore the impacts
should not be of a significant nature to prevent this development option.
6
10/17/03 15:19 FAX
10 009
guidelines. A sedimentation and erosion control permit shall be obtained prior to
commencing any constructon for the preferred alternative. An extensive
discussion of this topic was presented in the previously circulated EA and based
on a follow up meeting with agency personnel, it can be concluded that the
potential impacts on water*quality will be minimized with mitigation that will be
developed to the extent practicable during the construction, plan development
and permitting phase. By utilizing best management practices for stormwater
management and mitigation the proposed construction is not anticipated to have
significant negative impacts on water quality issues.
Section 303(cl Lands;
Section 303(c), Title 49 USC, formerly known as Section 4(t) of the Department
of Transportation Act, states that a project requiring the use of any publicly ,
owned land from a public park, recreation area, or from a historic site of national,
state, or local significance shall not be approved unless there is no feasible
alternative to the use of such land. No public parks, recreation areas, or historic
sites are located in the project area for the preferred alternative.. Therefore, no
significant impacts are anticipated for this topio.
Historic, Architectural, Archeological, and Cultural Resources;
Based on consultation with the N.C. Department of Cultural Resources,
concerning historic, architectural, archeological, or cultural resources several
archeological sites are known to exist in the project area for the preferred
alternative. As a result of this consultafion a field survey was conducted and the
prepared report did not'recommend any further archeological investigation be
conducted. The Department of Cultural Resources concurs that Section 106 of
the National Historic Preservation Act has been satisfied and therefore no further
analysis or action is necessary.
Biotic Communities:
If construction will cause only a minor permanent alteration of existing habitat, it
may be assumed that there will be no significant impacts to biotic communities,
particularly If the habitats affected represent a small percentage of the area's
inventory and support a Iimited variety or number of common wildlife species.
The majority of the biotic communities affected by construction of the runway 26
extension alternative are man-dominated or previously disturbed agricultural
land. Construction of this extension alternative will cause only a mirror
permanent alteration of existing habitat in a relatively natural condition. The
specific biotic communities will also be discussed in other sections of this FONSI
under wetlands and endangered 'species impacts. Based on the discussion of
these related impact categories, in combination with best management practices
and good construction techniques, the biotic impacts will be kept to the minimum
extent practicable and will not be significant in nature.
5
10/17/03 15:19 FAX
Social lrriJ?acts:
The project does not involve the relocatidn of any real-dences or businesses,
divide or disrupt established -communities, disrupt orderly or planned
development, or create any negative appreciable change in employment.
Therefore no significant impacts are anticipated.
Induced Socioeconomic Impacts:
10008
This category is primarily concerned with induced or secondary impacts on the
surrounding communities. Induced impacts are usually not,considered significant
unless there are significant impacts in other categories especially noise, land use
or direct social impacts. induced socloeconornic impacts of airport development
normally involve shifts in population, increased public service use., or changes in
the local business and economic climate. The positive economic impacts of the
airport have been discussed in the 1=A, and the proposed actions are expected to
extend these positive impacts to the local community and region.
The preferred alternative would be expected to have positlve induced
socioeconomic impacts due to the opportunity for the airport to serve existing and
future corporate users during a milder range of conditions. The expansion of the
airport to meet business-class airport requirements will contribute additional
opportunities for employment based on new businesses, increased airport
facilities and short-term construction employment. Based on the previous
discussions in the EA there are not any anticipated negative impacts that will
require further analysis in this area
Air Quality,
Cherokee County is currently in attainment of all of the National Ambient Air
Quality Standards, therefore, the requirements of general and transportation
conformity under the Clean Air Act do not apply to the project and no further
analysis is required for the preferred alternative. The forecasted operations at the
airport do not exceed the thresholds for an air quality analysis as defined in the
Airport Environmental Handbook or the North Carolina Standard 2D.0804. The
EA contained detailed discussion of air quality issues that will not be repeated
here. Since no further analysis is needed it can be determined that there is not
any significant impact. Any open burning that occurs during construction will
adhere to all federal, state, and local regulations
Water Quality
A water quality permit from the N.C. Division of Water Quality will be required for
construction of the preferred alternative. The preferred alternative will be
constructed following N.C. stormwater regulations 95A NCAC 2H.IOOQ
Stormwater Management, and stormwater runoff will be managed following DWQ
4
10/17/03 15:19 FAX
10 007
Basically, the effect of aircraft noise on residents is a complex matter to quantify.
In the past twenty years, since aircraft noise began causing impacts on
communities, many different methods and efforts have been made to determine
the effects of noise, and to develop ways of describing exposure and potential
impacts.. Environmental regulations and guidelines tend to use cumulative
measurements to assess airport noises. This form of measurement concept is
based on the effect of noise on people is logarithmic, and further assu'ne$ that
nighttime noise are more intrusive than daytime noises. This cumulative noise
analysis assigns nighttime noise events greater weighting than daytime events.
This methodology of Day - Night average sound level or Ldn was specifically
developed for considering environmental noise sources. This method of
measurement also provides a means for determining how much noise an airport
produces ovar and above background nolses.
A noise impact occurs whelp human activity is exposed to noise levels in excess
of those appropriate for that activity. To guide the impact identification procedure
the Department of Transportation Noise Abatement Policy states that "in
assessing community reaction to aircraft noise, the following interpretation of Ldn
value is used."
Less than 65 Ldn - essentially no complaints expected, noise may
interfere with community activity.
65 to 75 Ldn - Individuals may complain; group action possible;
Greater than 75 Ldn - Repeated vigorous complaints expected;
group action probable
The noise analysis performed for the Andrews-Murphy Airport and presented in
the EA indicates that there are no existing or planned noise sensitive areas within
the current or projected 65 Ldn area that will not be acquired as a part of this
airport project for the preferred alternative. Therefore no further analysis is
necessary and it may be assumed that there will be no significant noise impacts.
Compatible Land Use:_
The compatibility of existing and planned land uses in the vicinity of an airport is
usually associated with two factors: a) the extent of noise impacts related to the
airport and related development and, b) consistency with local land use plans
and development policies. The preferred alternative does not have a negative
impact from.a noise impact evaluation. Also, none of the planned land uses for
the preferred alternative is incompatible with planned land uses as described in
the Letter of Assurance contained in appendix c of the EA to comply with Section
511 (a)(5) of the Airport and Airway Improvement Act of 1982. It can therefore be
concluded that there are no significant negative compatible land use impacts.
10/17/03 15:18 FAX Z006
partial instrument Landing System (ILS), grade the runway critica': and safety
areas to meet standards, and clear all associated Federal Aviation
Administration (FAA) required airspace of obstructions. All of the factors
outlining the purpose and need for the previously mentioned projects was
presented in much greater detail in a previously circulated EA and will not be
repeated again.
C. - ;Alternatives:
Th4 Airport Commission considered 6 alternatives in the development of the EA.
These alternatives consisted of a "No Action", alternate transportation mode,
extend 26-end option, extend 8-end option, an extension of both ends, and use
of another airport. In the previously circulated !=A a comparison of the impacts of
each build alternative and the "No Action° alternative was documented. The EA
outlined these alternatives and eliminated all of them except for the preferred
alternative, which is to extend runway 26 by 50V to the east. A more detail
discussion of the altematives was provided in the previously circulated EA and
will not be repeated here..
The "No Action" alternative would leave the airport in its current configuration
with a 5000' runway. The "No Action" alternative world require land acquisition
grading, and obstruction removal to meet the FAA recommendation. airspace
surfaces. Although this proposal has the least amount of environmental impacts
it does not meet the current or projected needs of the airport from a potential
development or current safety perspective. The "No Action" alternative was
rejected.
The preferred alternative (extend runway 26) was discussed in detail in the EA
and. is considered as offering the safest, most economically responsible and
environmentally plausible alternative. The specific environmental impact
categories will be briefly discussed for the preferred alternative in the following
section.
D. Environmental Impact Categories Summary:
Noise:
The FAA Integrated. Noise Model (INM) version 6-0o was used to evaluate noise
levels for the Andrews-Murphy Airport both with and without the proposed
runway extension. Noise levels were evaluated for the year 2006 for the
alternatives. All of the construction alternatives, including the alternative of no
action, did not have any significant negative impact as related to noise. A
detailed discussion of the noise for the alternatives took place in the EA and will
not be repeated here.
2
10/17/03 15:18 FAIL
A - Preliminary Notes:
Q 005
This environmental document is to be reviewed under the guidelines set forth
under the National Environmental Policy Act (NEPA). The proposed
development of this airport will require that the federal and local. governmental
units participate in the funding of this project and the development has been
proposed for federal funding under the State Block Grant Program.
Under the provision of the National Environmental Policy Act (NEPA) and the
North Carolina Environmental Policy Act (NCEPA) no funds may be dispersed
until the funding agency has reviewed the potential environmental impacts of the
proposed projects and has concluded thafthe Impacts, if any, are acceptable, In
the scoping of these projects Andrews-Murphy Airport was required to develop
an Environmental Assessment (EA) meeting the provisions of both the federal
and state environmental regulations. After the EA was circulated and reviewed
by both state and federal agencies, the comments and concerns were addressed
and it has been determined that the environmental impacts are minimal. As a
result of this documentation, a Finding Of No Significant Impact. (FONSI) is
appropriate and acceptable in this matter.
N. Purpose & Need:_ .
The Andrews-Murphy Airport is located in eastern Cherokee County
approximately 1.6 miles west of Andrews and 12.1 miles northeast of Cherokee,
North Carolina. The airport consists of a single 5,000' runway that has a
northeast southwest orientation (Runway 8-26), partial parallel tax'way and
terminal-hangar area. There are currently over 60 rased aircraft with over
25,000 annual aircraft operations occurring at the airport.
The Cherokee County Airport Commission recognizes that providing up-to-date
airport facilities that can accommodate corporate jet aircraft is vital to attracting
new and expanded industry to the area. Updating the airport will include
extending the runway to meet NC Division of Aviation and FAA standards for an
Airport Reference Code C-II facility, and performing numerous additional safety
and capacity improvements. These improvements will provide Andrews-Murphy
Airport with 'Facilities capable of meeting both the immediate needs and the long-
term aviation demands.
The Cherokee County Airport Commission desires to improve the safety of
aircraft operations and the airport's ability to accommodate and attract corporate
aircraft wilt be accomplished by making several improvements. The Airport
Commission proposes to extend and widen the runway to 5,500' by 100'
respectively, complete the parallel taxiway system and replace and Install
additional runway and taxiway lighting and directional signage. Overlay the
airport pavements to improve their strength, construct a new terminal building
and expand the existing apron. Complete the upgrade and installation of a
10/17/03 15:17 FAX
TABLE OF CONTENTS
Section
A. Preliminary Notes:
13. Purpose & Need:
C. Alternatives
D. Environmental impact Categories Summary
Noise
Compatible Land Use
Social Impacts
Induced Socioeconomic Impacts
Air Quality
Water Quality
Section 303 (c) Lands
Historical, Architectural, Archeological, and Cultural Resources
Biotic Communities
Endangered and Threatened Species
Wetlands and Streams
Flood plains
Coastal Zone Management Programs
Coastal Barriers
Wild and Scenic Rivers
Prime or Unique Farmland
Hazardous Material Impacts
Energ} Supply and Natural Resources
Light Emissions
Solid Waste Impacts
Construction Impacts
Environmental Justice Impacts
E. Environmental Consequences - Other Considerations:
F. Recommendations
IM 004
Paae plumber
1
1-2
2
2-9
2-3
3
4
4
4
4_5
5
5
5
6
8
7
7
7
7
7
7
8
S
8
8 -- 9
10
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10/17/03 15:17 FAX
Andrews -- Murphy Airport
Andrews, North Carolina
10003
Runways Extension and Associated Projects
The North Carolina Department of Transportation
Division of Aviation
Mate Block Grant Program
Administrative action
ending of No Significant Impact
Submitted Pursuant to the Provisions of
The National Environmental Policy Act
And
Requirements of the State Aid to Airports Program
Approved:
G•
Richard W. Barkes Date
Manager Airport System Development
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
CERTIFIED MAIL: Return Receipt Requested
Mr. Steve Vicknair
Cherokee County Airport Commission
P.O. Box 220
Murphy, NC, 28906
Dear Mr. Vicknair:
October 16, 2003
Cherokee County
DWQ Project No. 03-0723
Reference is made to your application for a 401 Water Quality Certification to construct the
Andrews-Murphy Airport Runway and Taxiway Extension and Safety Area Construction in Cherokee
County. This project is currently under review by the State Clearinghouse. Please note that DWQ
cannot issue a 401 Certification until the project has received a Finding of No Significant Impact
(FONSI) or Record of Decision (ROD) from the State Clearinghouse in accordance with NCAC
15A:01 C .0402. We have been informed by staff of the State.. Clearinghouse that they have not signed
off on the FONSI due to unresolved issues posed by the NC Wildlife Resources Commission.
Therefore, this project shall remain on hold until the SEPA process has been completed. We
recommend that you notify us when the SEPA process is complete so we can re-activate the project.
Thank you for your attention. If you have any questions, please contact Kevin Barnette in our
Asheville Regional Office at 828-251-6208 or Cyndi Karoly in our Central Office in Raleigh at (919) 733-
9721.
r
JRD/cbk
cc: Corps of Engineers Asheville Regulatory Field Office
Kevin Barnette, Asheville DWQ Regional Office
Alex Marks, DWQ
Melba McGee
File Copy
Central Files
Gordon Murphy, 700 Huger St., Columbia, SC, 29250
Sincerely,
a
John Dorney
1?
030723
BEM"
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
Re: Andrews - Murphy Airport
Subject: Re: Andrews - Murphy Airport
Date: Thu, 16 Oct 2003 13:41:51 -0400
From: Melba McGee <[e-mail]>
Organization: NC DENR
To: Cyndi Karoly <[e-mail]>
They did an EA/FONSI but I haven't signed off on it yet. Wildlife
Resources has been trying to resolve some issues with the applicant.
Last time I checked they had not succeeded and the clearinghouse is still
holding it until they hear from me.
Cyndi Karoly wrote:
> Are ya'll aware of a SEPA or NEPA document for the Andrew's - Murphy
> airport in Cherokee County. The consultant tells me there is a FONSI
> but has not provided evidence yet of SEPA closure.
> Any info or even no info would be helpful! Thanks.
1 of 1 10/16/03 1:51 PM
Re: Andrews - Murphy Airport
Subject: Re: Andrews - Murphy Airport
Date: Thu, 16 Oct 2003 13:41:51 -0400
From: Melba McGee <[e-mail]>
Organization: NC DENR
To: Cyndi Karoly <[e-mail]>
They did an EA/FONSI but I haven't signed off on it yet. Wildlife
Resources has been trying to resolve some issues with the applicant.
Last time I checked they had not succeeded and the clearinghouse is still
holding it until they hear from me.
Cyndi Karoly wrote:
> Are ya'll aware of a SEPA or NEPA document for the Andrew's - Murphy
> airport in Cherokee County. The consultant tells me there is a FONSI
> but has not provided evidence yet of SEPA closure.
> Any info or even no info would be helpful! Thanks.
1 of 1 10/16/03 1:51 PM
THE LPA GROUT' INCORPORATED
NJO
Transportation Consultants
700 HUGER STREET ¦ P.O. BOX 5805 ¦ COLUMBIA, SC 29250 ¦ 803-254-2211 ¦ FAX [phone]
August 12, 2003
Mr. Todd St John
N.C. Department of Environment
and Natural Resources
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
SUBJECT: Andrews-Murphy Airport
DWQ# 03-0723
Dear Mr. St John:
VIA FEDEX
AUG z 2??il;i
NECTImt
IT'
Per your request for additional information dated August 6, 2003, please find enclosed seven copies
of Sheets GD-1, GD-2, and GD-3 of the grading plans and drainage plans for the above referenced
project, and a copy of additional project information submitted to Mr. Kevin Barnett on July 18,
2003.
If you have any questions or require additional information, please do not hesitate to contact me at
[phone].
Sincerely,
Gordon Murphy
Environmental Scientist
enclosures
cc: Mr. Steve Vicknair, Andrews-Murphy Airport, w/o enclosures
Mr. Jeff Kirby, LPA, w/o enclosures
Mr. Dave Baker, USACE, w/o enclosures
Mr. Kevin Barnett, NCDENR, w/o enclosures
ATLANTA ¦ BATON ROUGE ¦ CHARLESTON ¦ CHARLOTTE ¦ COLUMBIA ¦ GREENSBORO ¦ GULFPORT ¦ JACKSONVILLE
KNOXVILLE ¦ LITTLE ROCK ¦ MOBILE ¦ ORLANDO ¦ RALEIGH ¦ RICHMOND ¦ SARASOTA ¦ TALLAHASSEE ¦ TAMPA ¦ WEST PALM BEACH
Y?
OFFICE USE ONLY
Date Received Fee Paid Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
F I IL
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
C N :-:tz.oKC-G Ccv v NTY A ti'1z'Y-O2r Ccpmol 1s io\)
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance): 3. Mailing Address for person listed in item 2 above:

o, "BOX Zz©
City: h1ufz-pw State: NC- Zip:
Telephone Number: (B2.R ) F'S -7 -14'4-0
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
A 1J'D?? j; W,S rA vl;W t?ZPa t2T = p u,\i WA-y 2-G E,rreE 5 "
5. Location of Project (street address):
S`a 4o A m:pc Per P__>
City: AtJtxLEw/S County: CHefZo V_6E
6. Directions to project (from nearest major intersection):
L.ocA me1> L G ftw zs WEST a A.ND2.eWS,.
(5e e,A-c 4JD 1_tc)CA7r Ck1 Wy4 >
7. Latitude: 3 j ° I I e 42, 02 'i -Longitude: S37 5-1 4-9,'6-3f/'V%/ of project
8. Contact person who can answer questions about the project:
Name: ?c?S4 h*,3-5 *3 Telephone Number: (33(o
) 393- b4q-?
M I C l; MU TCALf=/ E,
II. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal Modification
WETLVDS 1401 GROUP
AUG 1) 4 2003
Form SWU-101 Version 3.99 Page 1 of 4
N TER QUALITY SECTIO
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number N/A and its issue date (if known)
3. Specify the type of project (check one):
Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major [Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
ST?WAT?e wou- RE: "2E*_Fe --W "SFeiES `13y s n,DtiaC? '?ur??
7[WfZoLjC2W A tricxeR !s?rgp* -M8l 7+2t3uc-A4 2 C-At"',- SuAl-es
2. Stormwater runoff from this project drains to the V A L L-F `2 iMEV- River basin.
3. Total Project Area: 6'7 acres 4. Project Built Upon Area: 4.9 %
5. How many drainage areas does the project have? Z. H0wEve2 y*_A,NAGE At^je4 2 WVOLVES
No C11gNC , W VMpWL-V+c Se
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information Drainage Area 1 Drainage Area 2
Receiving Stream Name R IcKN
Receiving Stream Class
Drainage Area 3 A-
-Existing Impervious* Area (,'" j Ae-
Proposed Impervious*Area 3,30 AL
% Impervious* Area (total) of
Impervious* Surface Area Drainage Area 1 Drainage Area 2
On-site Buildings d
On-site Streets
On-site Parking
On-site Sidewalks 0
Other on-site 3,30 4C-
Off-site
Total: 3.3© Ar- Total:
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4
7. How was the off-site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS K/A
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built-upon area for each lot must be provided as an attachment.
1. The follg7R 'g covenants are intended to ensure ongoing compliance with state stormwater management permit number
!!VV as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than 'v / square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off-Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form >
• One copy of the applicable Supplement Form(s) for each BMP J.?
• Permit application processing fee of $420 (payable to NCDENR) ?J
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including: J
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): J RF_ t=PA 62oUy'e,i= Nc erm CwowjN) P. A
Mailing Address: 7b ,i AuBeer TPi e,:?_ T->cAt>
City: ?? PEE N S ??O State: N( L Zip: 2-14-0?
Phone: (33 6 ) 393 - n 441
Fax: (336 ) '392?. -OCotH
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) ` M%JrkA Q- J
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1.1000.
C, Al
Signature:
Date: 04111?'.?
Form SWU-101 Version 3.99 Page 4 of 4
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Barnett, Kevin
WO Supervisor: Forrest Westall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Andrews-Murphy Airport Runway/ Taxiway
Project Number 03 0723
Recvd From APP
Received Date 6/13/03 Recvd By Region
Project Type Runway/ Taxiway Extension & Safety Area
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet "'- -
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F IP Stream 7Y_@) N F-- 1-52-35 F-(---F-- 40,502. F 1,988.0 1,988.0
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Placed on Hold - Add Info sent 07/15/03
Sent add-info letter (.09/12/03) req ie. ' g level spreader discharge from stormwater management
devices.
Issue with these condoti ns included in certification.
County Cherokee
County2
Region Asheville
cc: Regional Office
Central Office Page Number 1
Re: Andrews-Murphy Airport - Cherokee Co., 03-0723
Subject: Re: Andrews-Murphy Airport - Cherokee Co., 03-0723
Date: Fri, 19 Sep 2003 09:49:34 -0400
From: Kevin Barnett <[e-mail]>
Organization: NC DENR - Asheville Regional Office
To: Cyndi Karoly <[e-mail]>
Hi Cyndi:
ARO has received and reviewed.
Sent e-mail to consultant requesting diffuse, level spreader type discharge
from stormwater management.
Received e-mail of confirmation.
I am good to go on this.
Peace,
kevin
Cyndi Karoly wrote:
> I'm having difficulty determining the status of this file. it looks like
> the most recent info from the applicant was sent to Kevin on July 18,
> 2003, then copied to central on August 13. The Public Notice was
> received July 2, 2003. Has the ARO sent out anything else placing this
> on hold, or is the clock ticking as of our receipt of the new info on
> 8113103? There is a note in the file from Todd St. John, inquiring if
> there's a mitigation plan out there somewhere. Any light you can cast
> on this would be great. Thanks.
1 of 1 9/19/03 12:08 PM
SPA THE LPA GROUP of North Carolina, p.a.
Transportation Consultants
7031 ALBERT PICK ROAD, SUITE 302 ¦ GREENSBORO, NORTH CAROLINA 27409 ¦ 336-393-0441 ¦ FAX [phone]
Mr. Kevin Barnett
Environmental Chemist
N.C. Department of Environment
And Natural Resources
59 Woodfin Place
Asheville, North Carolina 28801
Re: Andrews-Murphy Airport
Application Number 03-00723
Mr. Barnett,
kr3 vV cl -
C?Py
, 'YET-
/RJ CL
7 2
OCT - 7 2003
CATER QI?AL?T1???1?ON
For your review please find enclosed, (7) seven sets of the Grading and Drainage sheets
and the first sheet from the Erosion Control Details for Andrews-Murphy Airport. As
discussed in your letter to Gordon Murphy from September 12, a level spreader type of
discharge outlet has been added to the project for ditches D, E, and H as shown on the
plans. The other ditches on the project were examined for using a discharge outlet of this
type, but the level spreader was only an option for these three ditches due to design and
safety restraints. Ditch I was deemed too short for a level spreader to have an adequate
impact. Ditches B and C were unacceptable because a level spreader would negatively
impact the Runway Safety Area grading. Ditch A would impact the Taxiway Safety Area.
If there are any other questions or design considerations that need to be taken into
account, feel free to contact Gordon Murphy in Columbia, S.C. or Mick Metcalf and me
in Greensboro, N.C. at [phone].
Sincerely,
oshua S. Johnson, E.I.
Cc: Gordon Murphy
Mick Metcalf
Member of THE LPA GROUP INCORPORATED
ATLANTA ¦ BATON ROUGE ¦ CHARLESTON ¦ CHARLOTTE r COLUMBIA ¦ GREENSBORO ¦ GULFPORT ¦ JACKSONVILLE
KNOXVILLE ¦ LITTLE ROCK ¦ MOBILE ¦ ORLANDO ¦ RALEIGH ¦ RICHMOND ¦ SARASOTA ¦ TALLAHASSEE ¦ TAMPA ¦ WEST PALM BEACH
Triage Check List
Andrews. M-PAY A,r?o?r
9 9 /a3 12unwa,y /T" ZLY ?x,rcns.on .F Salmi' fy Luc r?
Date: Project Name:
DWQ#: 0 3 - 0 7Q3
County: Cherokee
TO: ARO Mike Parker ? WaRO Tom Steffens
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
? RRO Steve Mitchell
From: LQrry 6a+on i Oanny :5fnl x Telephone : (919) 7/5-- 3M
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
[? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
1 Mitigation Ratios Adepak ,n;tafion lrA O$
? 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
FILE COPY
l?rn1
Comments: I d?? I7ornm/Y7-1 ea3 4t 14-xAme
THE LPA GROUP INCORPORATED
Transportation Consultants
700 HUGER STREET ¦ P.Q. BOX 5805 ¦ COLUMBIA, SC 29250 ¦ 803-2S4-2211 ¦ FAX [phone]
July 18, 2003
Mr. Kevin H. Barnett
N.C. Department of Environment
. and Natural Resources
59 Woodfin Place
Asheville, North Carolina 28801
SUBJECT: Andrews-Murphy Airport
401 Application Number: 03-0723
Dear Mr. Barnett:
Per your request for additional information, please find enclosed. Sheets GD-1 and GD-2 of the
grading plans, and a profile view of the arch culverts to be placed beneath the runway safety area.
The proposed box culverts in the original design have been replaced with arch culverts because the
height of the box culverts prevented sufficient coverage of soil in the runway safety area.
With regard to the use of Conner Mill Branch as a reference reach, the existing reach of Ricket
Branch immediately downstream of the U.S. Business Route 19 box culvert was surveyed and
subsequently classified as a Rosgen C-4 stream type. Once the potential for restoration was
determined, a reference reach needed to be selected for comparison with the design stream. No
accessible stream could be located in the vicinity of the airport that had stable dimension, pattern,
and profile within an appropriate valley type to serve as a reference for the restoration of Ricket
Branch.
USGS topographic maps were used to locate numerous potential reference reaches in the North
Carolina rural mountain region. After visiting several possible reference reaches, Conner Mill
Branch was selected because it is located in the same physiographic region of North Carolina as
Ricket Branch, and because of its classification as a Rosgen C4 stream type. The LPA Group Inc.
performed a survey of Conner Mill Branch in order to gather cross section, longitudinal profile, and
substrate data.
ATLANTA .¦ BATON.ROUGE ¦ CHARLESTON ¦ CHARLOTTE ¦ COLUMBIA ¦ GREENSBORO ¦ GULFPORT ¦ JACKSONVILLE
KNOXVILLE ¦ LITTLE ROCK ¦ MOBILE ¦ ORLANDO ¦ RALEIGH ¦ RICHMOND ¦ SARASOTA ¦ TALLAHASSEE ¦ TAMPA ¦ WEST PALM BEACH
Although the entire buffer along the relocated portion of Ricket Branch will be planted with native
vegetation, preservation will occur outside the FAA regulated object free area (OFA). A buffer
along both sides of the relocated portion of Ricket Branch, located outside the OFA, will be
protected through the establishment of a conservation easement that will be recorded in the Cherokee
County courthouse. The boundary along the southern side will be established by setting points 30
feet from the apex of each stream meander, with the straight lines between the points representing
the boundary. The preserved buffer along the southern side of the stream will range from 30 to
approximately 120 feet in width. The OFA limit will serve as the northern boundary of the
conservation easement (refer to enclosed drawings). The preserved portion of the buffer width north
of the stream channel will range from 15 feet to approximately 100 feet in width.
If you have any questions or require additional information, please do not hesitate to contact me at
[phone].
Sincerely,
Gordon Murphy
Environmental Scientist
enclosures
cc: Mr. Steve Vic1mair, Andrews-Murphy Airport, w/o enclosures
Mr. Jeff Kirby, LPA, w/o enclosures
Mr. Dave Baker, USACE, w/enclosures
1710
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1680
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50' 25' 0 50' 100' 150'
GRAPHIC SCALE BAR - HORIZONTAL
10' 5' 0 10' 20' 30'
GRAPHIC SCALE BAR - VERTICAL
SPA THE LPA GROUP of North Carolina, p.a.
Transportation Consultants
7031 ALBERT PICK ROAD, SUITE 302 ¦ GREENSBORO, NORTH CAROLINA 27409 ¦ 336-393-0441 ¦ FAX [phone]
August 1, 2003 TL " DS101 r'qp
Mr. Todd St. John
NCDENR
Division of Water Quality
2321 Crabtree Blvd / Suite 250
Raleigh, NC 27604-2260
AU6 u 4 2003
NATER QUALITY SEP"
Re: Andrews-Murphy Airport
Runway 26 Extension
LPA Project: RA 362010
Dear Mr. St. John:
Lit L'.
We are submitting on behalf of Cherokee County the Stormwater Management
Plan for the Andrews-Murphy Airports Runway 26 extension.
Please find enclosed the-
,.following information for your review:
1. A check in the amount of $ 420.00 for the Stormwater Management
Permit
2. Stormwater Permit Application
3. One (1) set of construction plans for the project. The plans include
the locations and details for describing stormwater management
4. Best Management Practices Layout plan sheet
5. Two Scroll plans of the project depicting drainage areas and project
layout.
Along with this submission we would like to schedule a meeting with you at
your discretion. Should you have any questions and to schedule a meeting
please contact either Mick Metcalf or I at [phone].
Sincerely;
The LPA Group of North Carolina, p.a.
Joshua S. Johnson, E.I.
Design Engineer
Enclosures
Cc: Mr. Steve Vicknair, Cherokee County w/o encl
Member of THE LPA GROUP INCORPORATED
ATLANTA ¦ BATON ROUGE ¦ CHARLESTON ¦ CHARLOTTE ¦ COLUMBIA ¦ GREENSBORO ¦ GULFPORT ¦ JACKSONVILLE
KNOXVILLE ¦ LITTLE ROCK ¦ MOBILE ¦ ORLANDO ¦ RALEIGH ¦ RICHMOND ¦ SARASOTA ¦ TALLAHASSEE ¦ TAMPA ¦ WEST PALM BEACH
-- f
Andrews-Murphy Airport
Runway 26 Extension ,
Storm Water Management ..
Proiect Narrative
Andrews-Murphy Airport, located in Cherokee County, NC, is expanding the airport
facilities through the extension of Runway 26 and by grading the Runway Safety Area
and Extended Runway Safety Areas for both Runway 26 and Runway 8. The proposed
extension and grading is necessary to increase the safety of users of the airport by
providing a longer runway and safer approach.
This project consists of extending Runway 26 506'. Two Drainage Areas flow into two
different streams. The drainage area along Runway 8, the southwestern end of the
airport, will not experience a change in impervious area due to this project. The
drainage area along Runway 26 and beyond, the Northeastern end of the airport, feeds
into Ricket Branch. Ricket Branch then flows into the Valley River. Ricket Branch is a
Class C stream.
Runway Area Runoff - Storm water runoff from the proposed runway paved surfaces
will sheet flow approximately 37.5 feet from the crown at the centerline of the proposed
runway at a slope of 1.5%. At the edge of the proposed runway pavement the runoff
will enter a grass filter strip area as sheet flow. This filter strip area varies between
162.5 and 200 feet in length. The slope of the filter strip area varies between 1.5-3%
and the velocity of flow for the runoff will be less than 2 fps in the 10 year event.
Maintenance of the filter strip area shall include multiple mowings annually by airport
maintenance personnel.
Storm water runoff from the proposed taxiway paved surfaces will sheet flow
approximately 17.5 feet from the crown at the centerline of the proposed runway at a
slope of 1.5%. At the edge of the proposed runway pavement the runoff will enter a
grass filter strip area as sheet flow. This filter strip area varies between 22 and 60 feet.
The strips are abbreviated due to safety requirements prescribed by the FAA.
Runoff which does not infiltrate shall be collected in grassed swales. The longitudinal
slopes of the grassed swales is less than 2%. The side slopes of the grassed swales
are shown as 4:1 (Reference is directed to plan sheet TS-1, Runway Typical Section
detail). Maintenance of the grassed swales shall include multiple mowings annually by
airport maintenance personnel as well. Runoff will enter existing Ricket Branch on
airport property, with roughly half of the flow entering Ricket Branch through an existing
culvert. The other half will enter through a mitigation area. All of the swales and the
mitigation area will be lined with matting as warranted.
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AUG 0 4 X003
ATERQUALIiy
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Net Payment Notes
$420.00

Check #: 44749 4 4 7 4 9
Date : 07/25/2003 10
44749
44749
THE NATIONAL BANK OF SOUTH CAROLINA
COLUMBIA, SOUTH CAROLINA
67-119-539
THE SUM OF FOUR HUNDRED TWENTY DOLLARS 001100 ONLY
DATE
07/25/2003
PAY
TO THE NCDENR-Division of Water Quality
ORDER
AMOUNT
$420.00
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
151 PATTON AVENUE
ROOM 208
ASHEVILLE, NORTH CAROLINA 28801-5006
REPLY TO
ATTENTION OF: July 3, 2003
Regulatory Division
Action ID No. 200330952
Mr. John Dorney
North Carolina Department of Environment
And Natural Resources
Division of Water Quality -Wetlands Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
WETLANDS/401 GROUP
JUL 0 1 2003
WER QUALITY SECTION
Dear Mr. Dorney:
Enclosed is the application of the Cherokee County Airport Commission for Department of
the Army authorization and a State Water Quality Certification to discharge fill material into
Ricket Branch in conjunction with a runway/taxiway extension and safety area construction at the
Andrews-Murphy Airport near Andrews, Cherokee County, North Carolina. Your receipt of this
letter verifies your acceptance of a valid request for certification in accordance with Section
325.2(b)(ii) of our administrative regulations.
We are considering authorizing the proposed activity pursuant to Section 404 of the Clean
Water Act, and we have determined that a water quality certification is required under the
provisions of Section 401 of the same law. A Department of the Army permit will not be granted
until the certification has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days after receipt of a
request for certification is a reasonable time for State action. Therefore, if you have not acted on
the request, or asked for an extension of time, by September 1, 2003, the District Engineer will
deem that waiver has occurred.
Questions or comments may be addressed to David Baker, Asheville Field Office,
Regulatory Division, at [phone], extension 6.
Sincerely,
C. Scott McLendon
Chief, Asheville Regulatory Field Office
Enclosure/as
Copies Furnished (without enclosure):
Diane Long
NCDENR - Coastal Management Division
1601 Mail Service Center
Raleigh, North Carolina 27699-1601
M=F? THE LPA GROUP INCORPORATED
Transportation Consultants
700 HUGER STREET ¦ P.O. BOX 5805 ¦ COLUMBIA, SC 29250 ¦ 803-254-2211 ¦ FAX [phone]
June 12, 2003
Mr. David Baker
US Army Corps of Engineers"' ?'
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006 in 16 2003;
SUBJECT: Andrews-Murphy Airport
Runway/Taxiway Extension and Safety Area Construction
Dear Mr. Baker:
On behalf of the Cherokee County Airport Authority, THE LPA GROUP INCORPORATED (LPA)
is requesting an individual permit for unavoidable impacts to 1,988 linear feet of Ricket Branch
associated with the above referenced project. Please fmd enclosed a permit request package. The
package includes a completed ENG FORM 4345, a letter designating LPA as the authorized agent, a
project narrative, permit drawings, and a stream mitigation plan.
Seven copies of the permit package have been submitted to Mr. John Dorney at the NCDENR
Division of Water Quality. If you have any questions or require additional information, please do not
hesitate to contact me at [phone].
Sincerely,
Gordon..Murphy
Environmental Scientist
enclosures
cc: Mr. Steve Vicknair, Andrews-Murphy Airport, w/enclosures
Mr. Jeff Kirby, LPA, w/enclosures
Mr. John Dorney, DWQ, w/enclosures (7)
Ms. Becky Fox, USEPA, w/enclosures
Mr. Brian Cole, USFWS, w/enclosures
Mr. Owen Anderson, N.C. Wildlife Commission, w/enclosures
ATLANTA ¦ BATON ROUGE ¦ CHARLESTON ¦ CHARLOTTE ¦ COLUMBIA ¦ GREENSBORO ¦ GULFPORT ¦ JACKSONVILLE
KNOXVILLE ¦ LITTLE ROCK ¦ MOBILE ¦ ORLANDO ¦ RALEIGH ¦ RICHMOND ¦ SARASOTA ¦ TALLAHASSEE ¦ TAMPA ¦ WEST PALM BEACH
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003
f33 CFR 3251 Expires December 21 9nnA
i ne ruDnc Duraen Tor this collection of information is sestimated to average 10 hours per response, although the majority of applications should require
5 hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and
completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget,
Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law,
no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control
number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection , Research and
Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application for a
permit Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies.
Su
bmission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit
be issuea.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed in full will be returned.
11=A" 1 7"011w r- n? ,..... -..- ----
1. APPLICATION NO. 12. FIELD OFFICE CODE 3. DATE RECEIVED
5. APPLICANT'S NAME
Cherokee County Airport Commission
6. APPLICANT'S ADDRESS
Mr. Steve Vicknair,
PO Box 220, Murphy, NC 28906
4. DATE APPLICATION COMPLETED
8. AUTHORIZED AGENT'S NAME AND TITLE tenegentisnotrewiiedl
THE LPA GROUP INCORPORATED
9. AGENT'S ADDRESS
Mr. Gordon Murphy
PO Box 5805, Columbia SC 29250
a. Residence
b. Business [phone]
a. Residence
b. Business [phone]
ill STATEMENT OF AUTHORIZATION
I hereby authorize, SEE ATTACHED LETTER to act in my behalf as my agent in the processing of this a
furnish, upon request, supplemental information in support of this permit application. g application and to
APPLICANT'S SIGNATURE
GATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE lseeimt,uctions,
Andrews-Murphy Airport, Runway/Taxiway Extension & Safety Area Construction
7:7. NAME OF WATERBODY. IF KNOWN /UennN-w l
Ricket Branch
15. LOCATION OF PROJECT
Cherokee NC
COUNTY STATE
14. PROJECT STREET ADDRESS afem#cvwl )
SEE ATTACHED LOCATION MAP
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, (mvinst-tibmi
EIRE
SEE ATTACHED LOCATION MAP
17. DIRECTIONS TO THE SITE JUN 16 .2003
Located 1.6 miles west of Andrews, North Carolina.
CBSr?,°?? C 'i"A
NG FORM 4345, u 97 EDITION OF FEB 94 IS OBSOLETE.
(Proponent: CECW-OR)
18. Nature of Activity (DescriodDn of project, include all features) .
Relocate a section of Ricket Branch and construct a 500-foot long runway/taxiway extension
and a 400' X 1,000' runway safety area at the eastern end of Runway 8/26.
.19. Project Purpose (Describe the reason or papaw of the project, see instructions)
SEE ATTACHED PROJECT NARRATIVE
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL S TO BE DISCHARGED
20. Reason(s) for Discharge
SEE ATTACHED PROJECT NARRATIVE
z i . i ypels/ or matenai beino Discharged and the Amount of Each TVDe in Cubic Yards
Approximately 1,841 cubic yards of clean soil to be obtained from on-site uplands.
22. Surface Area in Acres of Wetlands or Other Waters Filled Iseea+structions)
Approximately 0.16 acres of stream channel.
23. Is Any Portion of the Work Already Complete? Yes r No L.' ='=j YES. DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental list).
Mr. Keith Wood C/O Edgar A. Wood Trust, P.O. Box 340, Andrews, North Carolina 28901-0340
G9. ust oT vmer c:ertltlcatlons or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application.
At-0FNCV TVOC ADDnnv-
*v
-- - - -- ---•- • •• •??..?.• •.vmvm uH 1 t Ar MILU DATE APPROVED DATE DENIED
NC Division FONSI
of Aviation
Fould include but is not restricted to zoninn_ h uilriinn and e....a
co. Application is nereby made for a permit or permits to authorize the work describe in this application. I certify that the information in this
application is complete and accurate. I further certify that I possess the autho i to undertake work scribed herein or m acting as the
duly authorized agent of the applicant.
SIGNATURE OF APPLICANT DATE SIGNATURE OF AENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.
ANDREWS-MURPHY AIRPORT
PROJECT NARRATIVE
The Andrews-Murphy Airport (Airport) is located 1.6 miles west of Andrews, North Carolina,
and 12.1 miles northeast of Murphy, North Carolina (refer to Sheet 1). The Airport and both
communities are located in Cherokee County, in western North Carolina. The Cherokee County
Airport Commission proposes to extend the eastern end of the existing Runway 8/26 and the
associated portion of the taxiway and to construct a runway safety area (RSA) at the eastern end
of the runway.
Existing Runway 8/26, which is 5,000 feet long, will be extended 500 feet on the eastern end.
The existing taxiway would be extended on the eastern end for the length of the proposed
runway extension. The RSA will be extended 1,000 feet from the end of the runway extension at
the eastern end.
The proposed runway extension, including the parallel taxiway, are being constructed in order to
effectively accommodate both short and long-term aviation demand, bring the Airport up to
current FAA Standards for an Airport Reference Code (ARC) C-II facility, meet the needs of
aviation users that cannot currently be met due to limitations imposed by the existing airfield,
and support regional growth and development. In addition, the parallel taxiway would maximize
the use of the runway and provide safer operational conditions. The RSA is a safety'
requirement, as directed by the Federal Aviation Administration (FAA), and consists of a grassed
earthen area, situated at the end of a runway, that provides additional stopping area in the event
an aircraft overshoots the runway. An Environmental Assessment was prepared and the North
Carolina Division of Aviation has issued a FONSI for the proposed project.
Due to constraints on the Airport, such as nearby mountains, U.S. Highway 19, Airport Road,
and Valley River, and because of the linear nature of the proposed runway and taxiway extension
and RSA, total avoidance of jurisdictional streams is not possible. An extension of the runway
towards the west is not possible due to obstructions caused by the mountain located immediately
north of the Airport. Additionally, a western extension would create greater impacts to Morris
Creek, which is classified as Trout Waters, and is located at the western end of the existing
runway. Ricket Branch, which is designated as a Class C water,. flows to the south
approximately 800 feet from the eastern end of existing Runway 8/26, then turns toward the west
and flows roughly parallel to, and approximately 45 feet from, the existing runway (refer to
Sheet 2). To determine the extent of the impacts, the construction limits were overlaid onto the
wetland delineation, and the impacts to Ricket Branch were calculated. Construction of the
proposed project will require the filling and relocation of 1,988 linear feet (0.16 acres) of the
Ricket Branch.
Where possible, and where consistent with engineering standards and FAA safety standards,
consideration was given to design modifications and features to reduce impacts to Ricket Branch.
For example, the width of the RSA was reduced from 500 feet to 400 feet (the minimum width
allowed by the FAA), which reduced the impacts to Ricket Branch by 50 linear feet. An
appropriately sized culvert will be installed to carry Ricket Branch under the RSA and maintain
historic flow. The culvert will be installed such that the invert will be one-foot below the
existing bottom elevation of the stream so that the movements of aquatic species would not be
impeded.
1
On-site mitigation opportunities are limited due to FAA restrictions against creating wildlife
attractant habitat at airports and height constraints within the object free area (OFA). The OFA
consists of an 800-foot wide area centered along the length of the runway in which the FAA
prohibits obstructions that could cause damage to aircraft such as structures, trees, and shrubs.
To mitigate for impacts to Ricket Branch, a section of the stream will be relocated, rather than
culverted, which will lessen the extent of the impacts (refer to the enclosed mitigation plan). The
portion of Ricket Branch that will be filled will be relocated south of its current location and
outside the OFA to the extent practicable. The new stream channel will be 2,566 feet in length.
This equates to a mitigation ratio of approximately 1.3:1. Natural stream design methods were
used to design the new channel and native trees, shrubs, and herbaceous species will be planted
within a 30-foot wide buffer along both sides of the channel where it is situated outside the OFA.
Where the relocated stream channel is situated inside the OFA, the buffer area will be planted
with herbaceous species, and the floodplain will be planted with low growing shrubs that may
require occasional pruning to prevent them from protruding above the surrounding ground
elevation. Mitigation will be performed concurrently with construction of the proposed projects.
Temporary impacts to water quality due to erosion and siltation during construction of the
proposed project will be minimized by the implementation of standard erosion and siltation
controlling measures as specified in FAA AC 150/5370-10, entitled Standards for Specifying
Construction of Airports, and specifically Item P-156, Temporary Air and Water Pollution, Soil
Erosion, and Siltation Control. Temporary controls include -the seeding of slopes, mulching,
slope drains, benches, dikes, dams, and sediment basins, as appropriate. Other best management
practices would be required of the contractor to ensure compliance with the policies of North
Carolina Department of Environment and Natural Resources (NCDENR), Division of Water
Quality. Selected controls and practices will be detailed in the construction documents.
Necessary National Pollutant Discharge Elimination System (NPDES) permit modifications or
other land clearing and construction related non-point source permits will be obtained prior to
construction of the projects.
The sediment and erosion control plan is being developed and will be submitted prior to the
initiation of construction at the site. For the section of Ricket Branch that will be filled and
relocated in association with the proposed action, the construction will be phased so as to
minimize sedimentation to the maximum extent possible. Construction of a new stream channel
and installation of the culvert will be completed first. Next the water from the existing channel
will be diverted to the newly constructed channel. Finally, after the old channel, has been
effectively dewatered, it will be filled. Phasing of construction in this manner will reduce the
likelihood that the down stream portion of the stream would be impacted by siltation. Following
completion of construction and grading at the site, disturbed areas will be seeded and mulched.
No permanent degradation of water quality standards is expected from proposed projects. Storm
water runoff from the additional paved surfaces associated with the project will flow through
grassed swales prior to entering the onsite streams. It is important to note that the portion of
Ricket Branch that will be impacted is located in a man-dominated area consisting of Airport
property and agricultural land, has been chanelized, and has been previously impacted by cattle
that have access to it. It is not in a pristine area and elimination of agricultural activities and the
establishment of vegetated buffers where none currently exist should improve the water quality.
2
cow
.4
" Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
August 6, 2003
DWQ # 03-0723
Cherokee County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Cherokee County Airport Commission
Attn: Mr. Steve Vicknair
Post Office Box 220
Murphy, NC 28960
Subject Property: Andrews-Murphy Airport
Runway/Taxiway Extension and Safety Area Construction
Dear Mr. Vicknair:
On June 13, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill waters for the purpose of constructing a runway extension and safety area in Cherokee
County.. Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following
information and refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for
instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 211.0500.
The DWQ Wetlands/401 Unit is not aware of any trigger for a State Stormwater Permit, so we are
returning your check for $420.00. Please be aware that your request for a 401 Water Quality
Certification will remain on hold until the information requested on July 15, 2003 is received.
Please telephone Bob Zarzecki at 919-733-9726 or Todd St. John at 919-733-9584 if you have any
questions or would require copies of our rules or procedural materials. This project will remain on hold as
incomplete in accordance with 15A NCAC 2H .0505(c). The processing time for this application will begin
when this information is received.. If we do not hear from you by writing or by fax at [phone] within
three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn.
Sincerely,
T`-
J hn R. D ey
401 Water Quality Certification Program
JRD/bs
cc: Asheville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
Gordon Murphy, LPA Group, Post Office Box 5805, Columbia, SC 29250

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htto://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
-1-
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
8U? REGION 4
• A •
Sam Nunn Atlanta Federal Center
61 Forsyth Street, S.W.
Atlanta, Georgia 30303 - 8960
Colonel Charles R. Alexander
District Engineer
Attn: Mr. David Baker
Asheville Regulatory Field Office
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
SUBJ: Cherokee County Airport Commission
Andrews-Murphy Airport
Action ID No. 200330952
Cherokee County, NC
Dear Colonel Alexander:

VVER N9 1 1 %)0p,
AUG t)
LATE UTALITY ECV
This letter is in reference to the proposed expansion of the Andrews-Murphy Airport in
Cherokee County, NC. The purpose of the project is to extend the runway 500 feet and the
runway safety area an additional 1000 feet from the end of the runway ext6nsion. The Public
Notice states the project will fill approximately 1,988 linear feet of Ricket Branch. For mitigation,
the applicant proposes to relocate Ricket Branch using natural channel design for a relocated
length of 2,566 linear feet. We have the following comments on the proposed project.
It is not clear from the PN whether the 1,988 linear feet of impact includes the 480 linear
feet that will be culverted. For stream relocations, mitigation for the relocated channel is not
required if the stream is relocated using natural channel design with no net linear foot loss of
stream channel. We are generally opposed to allowing extra linear feet from a channel relocation
to be used to offset other project stream impacts and do not believe this is the intent of the
relocation guidance. The relocated channel depicted in the conceptual drawing is very sinuous.
The relocated channel should be designed to reflect reference conditions and it is not appropriate
to "over-design" a channel to receive more stream credits. We cannot determine from the
drawing if this has been done with the relocation of Ricket Branch. It also appears, from our
review of the Public Notice, that the applicant is proposing to use the extra linear footage from
the relocated channel to offset the impacts from the culverted section of the stream.
We have the following recommendations for the proposed mitigation. Since the culverted
stream is also Ricket Branch and is connected to the section to be relocated, there may be some
leniency to the relocation policy. However, it should be determined how much of the relocated
channel is needed for relocation impacts and how much could be used to mitigate for the
culverted impacts. The quality of the culverted stream should be evaluated to determine the
Triage Check List 5 /4/i7L
Date: v?^2 V Project Name:
DWQ#: -c '3 - -
County: G47?'
TO: ARO Mike Parker ? WaRO
? FRO Ken Averitte ? WiRO
? MRO Alan Johnson ` ? WSRO
RRO SteV6 Mi
Tom Steffens
Noelle Lutheran
Cyndi Karoly (Central Office)
r
From:
-7 ??IA Telephone : (919) -"` ??
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy.
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Continents:

MEMORANDUM
TO: John Dorney Regional Contact: Barnett, Kevin
Non-Discharge Branch WO Supervisor: Forrest Westall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Andrews-Murphy Airport Runway/ Taxiway
Project Number 03 0723
Recvd From APP
Received Date 6/13/03 Recvd By Region
Project Type Runway/ Taxiway Extension & Safety Area
County Cherokee
County2
Region Asheville
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet - -
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
IP Stream ©Y D N F__ 1-52-35 ?F 40,502. F 1.9RR.(1fl 1,988.0
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y O N
Have Project Changes/Conditions Been Discussed With Applicant? OY ON
Is Mitigation required? O Y ON Recommendation: O Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Placed on Hold - Add Info sent 07/15/03
cc: Regional Office
Central Office Page Number 1

DWQ# 03- 0823 Date 8 15) 63 Who Reviewed:
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.

? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
S
? Please provide cross section details showing the provisions for aquatic life passage.

?
Please locate any planned sewer lines on the site plan. M

ti
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC 4
? Please specify the percent of project imperviousness area based on the estimated built-out conditions. ('7
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.

? Please indicate whether or not the proposed impacts already been conducted.

Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts. 3
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because of
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application. S
? Please provide a signed copy of the application.
? Please provide
Mitigation
copies of the application, copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.

Please indicate which 404 Permit the USACE would use to authorize this project.
O

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- ~ ' ` - ~ ~ 1 NEW EDGE OF PAVEMENT t . - MATTING , , _ ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
~ ~ - ~ EXIST. TREES & VEGETAl10N ~ Q TEMPORARY SEDIMENT TRAP ~ i ~ ~ . _ CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC .r
B ~ I ~ EXIST. AIRFIELD UGHT ~ ~ GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL _ ~ D = 2.75' KNOXVILLE, TN • MOBILE AL • MYRTLE BEACH SC
-r EXIST. AI E _ _ RFI LO UGHT REMOVAL . ms SLOPE = 0,29
, ~ q.p EXIST. LIGHT POU: I ~ _ _ ~ ~ EXIST. POWER POLE NEW INLET PROTECTION -CULVERT ~ ~ ORLANDO, FL • RALEIGH, NC • RICHMOND, VA i~ DITCH C ` ~ ` ` ' ~ SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
I, , ~ CONTROL POINT -EXIST CUL 1/ERT ,
~ I ~ RIP RAP ~ TO REMAIN) . - i Designer: Seal:
\ L - - NEW DITCH 1 ~ - _
PROPOSED PAVEMENT CONSTRUCTION _RSA... ~ RSA _ _ , ~ ¦ ¦ TEMP. SILT FENCE RSA. _ @ . _ RSA RSA . 0 ~ l
Technician: ~ _ •
- DCS Q
" _ _ - ~ ~ ~ ~ ~ y _ ec a 98 _ -
- ~ - - ~r~"~ MJM G-16•o3•~
F t~ 75 = . F
_ _ Project Number. ~ Q~'~.` _ _ - - - ME
RUI~VVAY &26 _ _ _ - RA382010 ~~m., i i t,,,
. . ~.a;:~ _
NT4 a6 ~ x~u~ _ ~ ~ _ _ _ - NOT S:
_ - 1x95 _ _ - _
75 . _ _ _ .
_ w-T - 1. CONTRACTOR SHALL ANTICIPATE
_ . ~ ~ ~ EXTENSIVE DRYING AND SCARIFYING OF
~ , . EXisr. - . SITE SOILS PRIOR TO C MP PIPE _ _ O ACTION
t0 - N .RSA R RSA RSA _ I
RSA RSA - - - - - - - ~ , _ BSA RSA RSA _ - - _ _ RSA RSA y~ ~ _ _ - 1690 _ ---J CU - ~ ~ ~ ~ - ~ 2. ALL COST ASSOCIATED WITH SAW T
Q _ _ _ _ . - - - - _ - _ EXIST.
_ 90 NOTE:"~Nd LAND ~ 1 • _ 1681 HEADWALL . ~ B OMINOUS PAVEMENT SH ALL BE
- ...DISTURBING ACTIVITY _ _ _ _ - . - INCIDENTAL TO THE UNIT PRICE FOR - rg . r _ _ _ o. ..w_-
- ~ SHALL OCCUR WITHIN 35 . - - _ . W - ~ _ _ _ _ . . - - TEMPORARY ~1`REAfuI . = _ _ - _ _ ~ .-w ~ _ ~ - - _ _ _ _ . _ - - - : W ILLING BITUMINOUS PAVEMENT. . _ ._m_ _ W _ _ - u+ 169 _ - -
_ _ W FROM.TpE NEAREST ~ - - _ - -CROSSING - " ~ _ _ ~ - _ _v~ - -
- _ _ NATURAL DITCH - _ _ _ _ ~ - - -
~ 90 ~ - - ~ 16 T10P-OF-BANK. (TYP.) _ - - - ~ ti , ~ _ W
W ~ _ W
W , ~ ~ ~ i9
~ r~,- U' -
\ _ ~ ~ ` I , ~ I
i i ~ O ~ ~ _ DITCH E 16 - -
0 - ~ i.. ~ - :y ~ - _ _ _ ` . 0
~ is ~ i% ` ~ is L'"~ , ~
N ~ , , ;
M ~ , : ; . . t--- ~ ~ ~ ~ r - ~ ,
Lal1~lL~L.~.Ja~. ~1.~..'S.l~.~~T~~~ .~l.~L.~.JL~R.IIL.IllL4ll.~lL,l~ O . O O' ~ O 6'1l.~lL~I.S.~ O O ~~O MATTING O O
. ~..~.~~..~..~.Z:R~IR.i'IRJIL~L~L~.~.. Q O Q ' ? ~ ?
M ~ D= t. r c0 n ~ ~ 25 ~ ~
~ ~ ~ ~ O O ~ O ~ / O O O O O O O ~ ~ SLOPE = 0.75X ~ ; ~ O r DRCH E W
O O r / O O O . O O O O + r
Z ~ s} 6g 1fI ~ . N Z ~ ~
J ~ - ~ ~ , J , , ~ _
~ i \ 2
~ , ~ U
U i--~ ~ h ~ ~ ~ e~ /
Q . ~ ~ a . -
~ ~ "c < ,.;'k; o. Description Date By
6°~ / ~ ~ ' _ 95'~~ 1
` ~ ~ i..
~ t , : i. . r y ~ r' ; v . . ~ .t ~ r NEW - -
~ / ~ , ~ , ~ ~ ~ - , ~ ~ - -MITIGATION .
~ / , / - - _ . ~ DITCH
1 / ~ , -:y _
~ ~ / i ~O
/ • ~ ,
( ~ ? • \ \ I c
~ ~ ~ ~ i• ~ _
~ 1'i ./r ~ - ' ~ ~
1 ~ ~ ~
I ~ ~ ~ ~ ~
~ ; ~ I
- ~ I _ ~ ~ Project Name: ~ ;
I, ~ ¦ . ~ ~ I ,
RR `P ~
RR ~ ? ~ ~ RUNWAY 26 •
RR 'f I~4 ~ E~1rENSION
~ - _ I '~l - •
~I ~ I ; 'I.i, ~ _ - R1P- - - - ~
I ~ ' ~ ~ Drawin Name:
ft~~ hs ~ - - u ~,'i rn ' I,• o . - ~ i ~ g
c o / ~ ~ ~ - - i ~
_
_ 1 ~ ~ 1 ~ _ ~ ~ R9~~ - 1ee~. Oh ' ~ ~ RR AI9 ~ ~
c9O A,.... ~ . / / r~ ADIN DRAINA
Q I - - - - - / ~ m O - - . _ _ _ _ - _ - _ . PLAN
. _ . - . GD-
_ - -2 GD- ' ' GD-1
- - _ -
_Q//Jy~ - - _ N _ _ ~ _ - ? ~ _ - -
o ~ , << ~6 i. ~ - - - _ _ - o _ _ ' f~~/ _ ANDRE
o ~ - i ~ - _ ~.p~~~ o~ ~6 ~ - ( _ ~ _ - WS MURPHY _ ~ _ 2~ o ~ goo ~~a
r - - . D n ~ \ ~ ~ - _ - _ - - ~ . - _ . / _ _ ` ` - - _ _ _ _ ~ rt ~ 6 Autocod Droving Reference: _ _ ---19 - _ ~ -
{-F.}.{~.y~~ • , - - ~ - _ ~ , ~ , - ~ S ~ - Path: J: \Mdrews-llurph y\Ra362010 -Runway 26 Extension\Plans\
- - File: , 20'n & Drainage Plan 1-6.dwg SOKe: Jul Jul 0 J 2003 - 12:57am by MMaddin / Plotted: Jul 07, 2003 - 10: 59am .
t _ 7690 ~N GRAPHIC SCALE BAR Dote: Drawing Number:
RR -Z JUNE 2003
- Business Unit:
c v _ RR _ GREENSBORO
N

r. , I ~
\.i ,
t r i; ~,a i,~ .JlrST, f
! r a,zx~rom+wn:~wea.: rsxr. / ~x rx~w ?ssa^~:ta~~mRCC,;, ~ ~ yam/ . AN~~-Y Air
' ~Q) ' «u~..r. ' r
._..w._..~~,~„.~.~,„ ~ ~ . ~XisT. h X _ „ l ..~...~..~,...v........~,.,,._,_...__~ i ' ~ rsr. f'rPE . ~xisT. HF,ar~wA~~.
. . / ` , , i _ EXIST. PIPE: _ I .
NEW DRAINAGE: PIPE - 1(;/`~ - k~XIS"I, CC)NTOUR . ~ ~ _ _ txi~T,
~ ~ .T._~...... NEW UNDERDRAIN 1675„~~.~,,, . ~ _ . f~INi`aMEI) GRADE _ _w _ QtTCH rre~~-.. _
' _ 1~.3f NEW UNDERDRAIN SLOPE;.
' ~ 1675.E > Sf OT I:,LEVArION NEW UNDERDRAIN CI_EANOU r 1~?`~"~
EXIS'l~. AIRPORT PR OPERTY I_INk , EXIST". f~ROPERTY LINE T _ , NC
k (0 HERS) , . NEW UNDERDRAIN END "TREATMENT ~~~iAY A' _ ..~..,._..._....w„ry...~.._.~,.._~, E,Xl~al, EASEMENT
_ ° " PROPOSED PROPERTY EAS ~ NEW MANM
w PROPOSED PROPERTY LINE. ~ wry w GRADING ~ NEW STRUC'fURF. NU T H E
t.IMiTS MBER r , _ r~ ~ ~ ~ P AIIi 1~11L ••wR......~ a.....
DISTURDED LIMIT'ri ; . ~ ~..f...~.. f I F ~ ¦ NEW , EXIST, ~ -w~.,"~"~ I ~ ~ -f- E.XIS I. RAILROAD DROP INLE 1 W~ INLE r PRO rE.GTION ~ - . QR ...~1...... _ tlUP ~w is~as _ , .LL.LIIw...w.
1 « x EXIST. FENCE _ _ CUL ~E'RT tse C(XVSUI.T _ AWTS DITCH
x " fi'r'-- x MI EXIST', FENCE TO ITE REMUVEU I I EXIST. DRAINAGE INLET TO REMAIN ~ 1 _ hf ~ A AVIATION . . _._._...._.~._....._._,_...._~.m.,,.rn_, .
` IwXIST. EDGE OF' PAVEMENT _ , NF'W Ef)GE OF PAVEMENT NEW ROCK CHECK DAM A . TIE ~__..v . _ of Irorth ~.._m
~ I, , l I ~ ~ i E.XI yT. ~rrlEES do VEGETATION ~ , r r__... _ ~ ~;,xT.
EXIST. AIRFIELD I_I(3H'r T'EM 031 Albert Pick Rood, Suite 302 C _ Green
PORARY SEDIMENT' TRAP ~ ~,I ~ E:XIST~. AI ~ i ~ + ~ ~.f ~ RFIELU I,IGFI r REMOVAL ~ ~ ~ , ~ , sboro, North Corolma 27409 r~ArnNC '
~ c~ POLE. i ~ f ' ' " ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
EXIST. POWER POSE ~ i NEW INLET PROTEC110N CUI.VERr Mi . CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, 5C ` D ~ 2.75' GREEN
i I (:ON TROT.. POIN r SBORO, NC • GULFPORT, M5 • JACKSONVILLE, FL °m slope ~ o.2r. ~ - - KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC
~ ~ ~ ~ ..W f)I rCli RIP RAP <.,;t t EXIST: CUI. VERT DITCH- ~ ORLANDO, Fl • RALEIGH NC • RI CHMONO, VA
~ * : z: w.__.~, _ TEM ~ - ~es.~ T~ REMAIN SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL ,
~ , " FENCE: PROPOSED PAVEMENT CONSTRUC110N ~ _ ~ , s: ~1 , ~..M_-_. RSA ' ; ~ . ,
~ RSA , A.~, . , Designer; _ Seal: . _ - . . w _ . .-„r._~..-,,.-r RSA ,.m..,. R - M~7Y ~ _.~,.,,~.b
. m__ _ _ RSA.,. , , 111 111/ / RSA...__._...n._,..,_..v__.m- ,tit /I
. . w _._.~-..~.P_.~---~ i CAR Techniciorr ~
~0 •'F~,SSI~''•~~y''~ •Q~ aa~ wr aww ~ ~ w wlw ~ •~w
, . a•~I •l¦~I ~ al•~ •awl ••>w rnl aa~ r•~ •a~l a>a~ " Checked by
I ' ' _ i
r , . ~ MJM G- •03:' _ ~ ~8
M~~ _.m ~ „ r ~ '%~''•FNGINE~~~'~~ c' Project Number; ' . ~ P~.~,.
~ , ~ ~,w.,.::4 - ::w. , ~ - , • MEN
, , ~ , u . , . ~ ~ ,_.w t ~
....r,M . MMNM MM~I ISM ..w;,' . :r..,,w . i~~
MINIM ~ s n I MMMM MMM ~ ~ ~ ~ _ MME MM~I ,w„. e..,.. r ~
M~ ¦I? . . ~ ~ r ~ MA MME _ _ ~ ~ Mr ~ MMI~
~ _ . _ RSA ~ ~`X/ST. a.::;- RSA ~-:;~.;__...w„~ H •A ~ . ~ C I~ ONTRACTOR SHALL ANTICIPATE
1Fi9(l ~ _ ~ RSA RSA . ? PlPE f K ST. c~ ~ ~ EXTENSIVE DRYING AND SCARIF
R5A _ _ . R5A _ ' 0 ...--~.'-M..°--- RSA i _ _ ~ - lft . YING OF SITE SOILS PRIOR TO - _ _...._.m RSA ~
_ ? COMPACTION nJll "'mac,,., _m--., .__M~......._.RSA _....w,_ RSA
- - ~,~g NOTE° NO I.ANp _ Y DISTURBING ACTIVIT 2. ALL
HEADWALL ~ " ~ • ~ . MA~.~, OCCUR WITHIN 35' COST ASSOCIATED WITH SAWCUT
, RY STREAM _ TEMPORA - BITUMINOUS PAVEMENT SHALL BE _ w... ~b _ ._.a: INCIDENTA
f~~~ROM ~TfiE NEAREST r,._ . -M,...~ NATU _ , . .CROSSING Y,.. L TO THE UNIT PRICE FOR - . TM~,:~^ ~ ~ _ . ~ _ MILLING BITUMINO
.w RAT. DITCFI . 16g ~ p ~ ~ , ~ - ~ , US PAVEMENT, , . _ r ~ ~~~~1 _ _ . _ - -
0 BANK. TYP , .w4.~., ~ w~~~~ - _ m . _ _~...y
, _ - . _ _ u a .
I r.: . _ _ ~ w .
k c~.~ ~ I
~ n / r~ ~ I ~ ~ , rn , ~ ,p
" f' m., , i , ~ "'~,~~1
y '
~ ~ 1~ ~ ---DIT H - C E F ,
N / j.~.
~~~~~~~M~~MM~M~~I~M~ / ~ , ,..7 ~ iwezi ~ ~.~~M~ ~ , ~ c r ~
_ ~......,..w_..~._.___.- \ „ ,
, ® ~ 0
M, 4 I / V o ~ Q i ,;,~i, , ~r~ " M O © AT71Nf3 p + + ~ O
f Q i>. ~ 'r'` ~ ~ c„ + L-
~w., ~ y M ~ ; . ~ , Op ~ ~ D = 1.25' n ~ ~ ~ r- SLOPE ~ 0, 7516 r- r,
~ ~ , ~ N ,
~ ~ r 'd' d. d ~ r N ~ r
i' ij.~ w aka ~ ~ f'~ 'y. ~ ~ ~ ~ v . ~ \
; i 1 « ~ ~ ~ ~ ~ 1 \
1 , r4
~ ~ ~ ~ i ~ ~ I e - , ~O / ~
y° ~ ; ! ~
~ ~ ~ ~ r ~
~ X"` i , , ` ~ , ~ t i o. Description Date B y
" 1 ' ~
I ~ ~ , ' I ~ I i ~ "i,
1 ~d - -N~W
I ~ ~ ~ MITIGA'i"I . ON
/ ~ ,
"i ( / , ` CHANN~a.
~ i . . i ~ ~ - w' i
~ ~ , / 1 ~ / ~
\ ! 1:. / ,I'. ~ ~ ~ i ~ ~ ,
~ ',"1, I M ~ ~ ~ ~
~;hi I~ , ,
j 1' I I ~
~ i , , _...„,m,„„,.,.., ~ ~ it ~ ~ ~ . i . ~ , ~1 w i I ~
~.,~..,"~t' -~.-w.-. a ' „ I ~ ~ ~ I '
, ^!~,~nM~ d4 ~ ~ - r kM ~y I . _ _ . ,
1' A"ti' kfagr... ~ ` I ~ I , ~ ~ ~ • Pro t
~ ,I, ~ Jec Name; ~ ~ I ~ ` I
kf/ /i~.l ~ I ' ~ I l ~ a ,
~ a ~I' - ~I 1'fl,', ~I~~1 ~ ~ ~I I , r ~i ~ M
I ~ ~Ik ,I , I , Iy _ f~UNWAY 26
i YI 'I I . ;yf, ;I ,•f I , • ~ ~ _ _ _ EXTENSION M ,
I I 1
1 l~ + ,I I• ' r ~ , ~
' . i 1 - , _ ~ ~ ,.x..._____ 1 Drnwing Name:
~ f r ~ I I ~ ~ MBNo-.,._ ~ ~ •alaa •a~wl •Iw •wnr nr~l w •~rn ~ M ~ ~
1 a~ tq~, kBIK..._ fflldlflf ] I I; ~ ~ , ~ I
fl R ~91K-•..._. lffHilfHtt If ,~~ll~. IIlhi~i~ i . M{~.y r '
f f'Fifff4lt ilfl{f f,h~~tll ~ ~ A wti.~ ~
_ ~ ~ sit; m A
~ , liklfrirtt,ft / iflllfff ' ~ ~ , ~..,,r.W,~.~ N
i': ~ fil _ ~ llilili-fil{ ' ~ GD- , _ ' 1~ ` 2 Gp.
. , ~k¢3 ftt+oh+txh. ~ , Gp `1' , _
" ~>t~U 1 ~ - ~ t. , , 11 ! f~ I-f ~ F ~ ~ ~ i ~ ' • a~ +~fh r , , µ1
_ . ~ . +ff h I
/ _ ~ ` ~A,11 _ ,
f+f f, f k , h+f~+f~f~++ _ A N d R E W S M UR P Y 50 7.5 v 50 . , 1q0 150
. f hh+bf+} _ . _ RH _ ~ \ \ Autocad Drawing Reference:
'f~-~f•4i.t.~. ~ , ; ; 1 I ~ PU~h: J~~Andrera-uumh„1 A,. iLOmn o..__..
- ng d Drainage Plan 1 6dwgY m crranstn\Nlans\ ttii}}a...f.f{/ rDate: f f M f{ff S 12:570m by MMaddin / Platted: Jul O/, 2W3 10:59am
f•f f f f+ t. f 14,f LE BAR f+Ft~1tff-Ff+f f R
.kR >..c:.., Ff•l Drawing Number:
,..fir 2M ff1IFf+i f+ ff-
t; ftrt•ffrf.... GD r t f f f+.f,+ f +.k.f,+•ff..+
f+

~ I
I ii
HEADWALL " , ~ I ~ r i ii , ~
I I TAXIWAY ~ A STA. + 249 a 4.14 ~ _ . _ , TAXI ~r
WAY IN T A STS SA t I LL ,LEVELING COURS " RYA + , ST A. 2 55 0 , 2.30 .
E ~ BEGIN T AXIWAY AE " TE I NSL~~ . As ? ~ N REQUIRED TO TRANSITION ~ ~ArnN EN _ ~ A~oRT ,;I ~ ~
G D T AXIWAY ` EXIST. I ' N - ~ TAXIW ~ - 5624 x. AY A2 TO MEET ~ 61.38 ' ~CIWAY ~ A EXTE ~ ~ , NSIf~N_ - _ _ _ . a I,
i , ,o~ N = 562600.55 ~j~xrsr. PROPOSED T X ~ - _ A IWAY PROFILE. E - 549821.72 ,10 / X00.55 . ,
`RIP RAP I ; ~ D = 1-2' _ I ~ SLOPE = D,ao~ E - 550310.45, 310.45, ~ ~ I
~l I o o i ~ ''o? ~ o
404+17.12, , © a o CH_A o o ~ ; ~ + ~ ~ +i ~ ~¦..r rig ~ + O ' ~
DITCH , ~ - r ~ - N M „ + + n ,,w
04+00 i N ~ • , ~ ~ OOllNilr, NC ,:w
• , ~ N ' N N ~ NO LAND DISTURBING ACTIVITY ~ ~ ~ ' ~ '
TAXI I; ~ WAY ASTA ---_-__-~_____---~-------___._.._..___-__-W__.__._.. SHi ~ 249+78.80 ~r,; SHALL OCCUR WITHIN T H 3 F E 5 ROM ,
TAXIWA ~ ~ ~ Y A2' STA. 403+ ~ TI THEN ~ EAREST NATURAL. CHANNEL ~
00.00 ~ DI TCH A C - LP
TOP-OF-BANK. TYP. ~ ~ ,.r. R P
I _ - • N INV. - _ _ t EXIST. 24 RCP i I 1695 ~ ~ r. AVIA TIaV CONSULTANTS
.0 I = _ _ _ ELE~ - 1694.43 NV. 1695.5 ~
u~ ~ ~ INV. 1696.0 C 4 4 RCP ~ ~ ~ S _ _ _ LP A of rth Cr MATTING ~ o
I up uo ~ I , , : ~P , I 7031 Albert Plck Road, Suite 302
. _ 403+ Q 5 ,sse. ~ ~ 0 ~ _ S D ~~.5' ~ _ ~ _ , _ ~ Greensboro, North Carolina 27
, ti z, AWCI~T .NEAT / ~ ~ ~ s~ ' ~ 303+ 0.00 _ ~ . k,pw ~ kM~ gypp~!! MATTNG 409 SLOPE = 0.2996
"t ~ { t yr~4~ , ~ , . ~~,t _ , ~ _ VERTI~AL`~',~~ . ,r.~ ATU4NTA, GA • BATON RWGE, LA • CHARLESTON SC ~ ~ ~
T ~ ~ ~ W UO ~ ~ r ~ ~ r,~`-~St ~1 ACK. (TYP, , ; ~ ~ , o CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC ' D = ,6' ~ GREENSBORO, NC • GULFPORT M •
~ INV. = 1693.2 - rr ~ SLOPE = 0.42X S JACKSONVILLE, FL ' KNOXVILLE, TN • MOBILE AL •
i 0 TAXIWAY A NEW INV. = 1 DITCH H MYRTLE BEACH, SC ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
IN ~ - 693,7 MANHOL V• SARASOTA, FL • TAMPA, FL • WEST PALM _ - • - - - - - - - _ - ' BEACH, FL
...E „ ~ INV. - . NEW 24 1693,0 TAXIWAY A STA. 254+8~ f A. • - _ . _ - -----.y-- - - - - - 254+84.80+ DITCH I Designer: Seal:
694.0 ; g ~ - TAXIW AY Al STA. 303+C RCP ~ ~s 1 , : sa ~ , .T A. 303+00.00
N W n 2 24 MCP , . ; J3J
. ~5 - ~ DITCH B >,A~ - B _ _ . _ 402+00 ~ C0~ ~ : - - - - ~ - - - Technician: ~ ~
- 0 STEEL I CH C _ . ~ INSTALL 1 " DC3 .Q . .
- _ 3 ~ I I ~ 302+00 CASING PIPE FOR ~ ~ - PZ - - ~ . - _ cuLVEItT B1 ~ - PZ
~ RPZ _ . , ~ MATIING _ , - I =---_._-.___.r-_. FUTURE USE. CAP. ~ . ; 8 138 LF OF 24" Checked by. _ RCP 0 .209., CLASS IV 022998 ~ INV IN 1692.58 RW STA 150+24.10 OFF 206.00 LT
_ ~ I, NV. o ey _ , " ~ DEPTH OF COVER = Ps I INV OUT 1692.3 RW STA 148+86.27 OFF 206.00 LT
MArnNC " ~ :1 I~ ; , 1693.0 ~ D = 3 MINI s-s " ~ INCLUDING FLARED END ACTION Pro' ''FH~IN4.~;~' ~ lect Number; ~ P
' ~ ' + ~ , , ~ MUM sLOPE = 0.2 Q I . ~ s~ 1 ~ ~ MEN ~ 48" CIRCULAR MANHOLE W/ NEENAH R-3491-J UD do FRAME ~~'~~mnm~`~~
~ , - I ~ 95-~'61TCH B D = 2.75' ~ ~s SLOPE ffi 0.2l6 , ~ I` I ' S 2 RW STA 148+86.27 OFF 206.00 LT ,,j ~ ~ TOP 1695.54
DITCH r 'e , ~J s - - - - - C I ,;b CULVERT C1
, , 1 I ; ` H ' SAWCUT NEAT ~ , - I ; r ~ ~ r f.
401+00 I I; , TICAL FACE. INSTALL 10 STEEL CAI ~ - 8 3T LF F " 0 24 RCP 0 ,20X, CLASS III NEW DOUBLE - "I 3 INV IN 1692.30 RW STA 148+86.27 OFF 206.00 LT
~ EXIST. INERT 6" D ~ i S NG PIPE Q _ . ' I , ~ TACK. TYP. FOR FUTURE US ` Y E. CAP. DEP ~ INV OUT 1692.23 RW STA 148+60.24 oFF 1eo, 1. CONTRACTOR SHAL ARCH CULVERTS ~ INCLUDING oo LT L ANTICIPATE
ELEV, = 1694.33 _ 5 i TH OF TO BE Rsn 6 l~ P _ r __._VE 3 MINIMUM , . ~ 7 , FLARED END SECTION EXTENSIVE DRYING AND SCARIFYING OF
( ABANDONED - • s~ . _ - CULVERT Ai SITE S OILS PRIOR TO COMPACTION
_ I- _ _ c~ - ~ ~ , 4 64 LF OF 24 RCP 0 .59., CLASS IV - ~ INV IN 1694.76 RW STA 150+56.76 OFF 358.8 LT
W - INV. fl ' I _ = 1693.7 ~ I ~ , « , T N 1 ~ NV. - 1693.5..- - NV. = 1694.0 ti ~ , ~ ' INV 0 , UT 1694.43 RW STA 150+12.92 OFF 312,9 LT 2. ALL COST ASSOCIATED WITH
w . ' ' ` ' SAWCUT " BI T 48 CIRCULAR MANHOLE W N OMINOUS PAVEMENT SHALL BE
~ ~ ~ RUNWA ~ 7 _ ~ 6. . . Y 8-26 STA 169 1 _ ~ IW 8-26 STA, 154? ~ ~ 5 R / EENAH R-3491-J LID & FRAME 84.$0 W STA 150+12.92 (~F 312,9 LT INCIDEN TAL TO THE UNIT PRICE FOR
z TAX AY Al STA. . , _ 198 6»~"'• ~ , . Al STA, 300+ ~ TOP 1698.21 I- 00.00 ~ MILLING BIT
. . A ~ . W OMINOUS PAVEMENT, ' l ~ ENDWALL FOR ~ - R DOUBLE ARCH PIPE CULVERTS, PER NCDOT 838.04
W ~ ,ss .r _ , , .r ~ _ 400+0 ~ 0.00 _ . 1 , ' ~ ~ ~ _ 6 W STA 158+32.75 OFF 210.84 LT
~ . ; ~ - M ~ 1~ ~ i r. a ,i. 2 . d i 1 INV 1700,16
•r °r ~ ~i ~ - - - ~ ~i 480 LF OF " - _ ~ , i 47 X71 BITUMINOUS COATED LS. _ -
- - ~ PIPE ARCH CULVERTS, TYPt A, ,668" THICK 0 1.48X i ~i
O . . - ~ ~ I ` INV IN 1704.16 RW STA 158+28.32 OFF 210.84 LT _ _ ; ~ INV OUT 1694.15 RW STA 158+84.29 OFF 202.00 R
t ~ ~ \ \ i _ -RI~~K~, ,
- ~ - _ r ~ ~ INV. = 1693.0 . s~ ; : . ~ ~ , 480 Lf OF 47"X71" BITUMINOUS COATED L,S. ~ PIPE ARCH CULVERTS, TYPE A, .668" THI
4_ ~ I CO y . - - _ _ _ _ _ - - - NV. - _ R~, 1694.5 _ s~ - $ INV I CK 0 1.48X _ - _ N 1700.16 RW STA 158+36,21 OFF 210.84 LT - Q
I - ~s~ -s , INV. = 1693.7 . 4 ~ ~ _ . V ~ (v ~ g5. ~ ~ . - ~ INV OUT 1894,15 RW STA ' S8+72.18 OFF 202.00 RT .
NWAY STA. 149+78.80 - ~AWCUT N F- EAT _ ~ ENOWALL FOR DOUBLE ARCH PI ` PE CULVERTS, PER NCDOT 838.04
TAXIWA ~ - ~ " oo , ~ Y A2 STA. 400+00.0 VERTICAL FACE. - - ~ 0 _ _ . ~ 9 RW STA 158+68.72 OFF 202.00 LT - - INV 1694.15
rs : - , - WAY 8- - RUN ' I~~ICKET. DRAM. s _ 26 S ~ _ H . s TACK. TYP.- l _ , _ - - - - - - .-t - Y 8-26 + STA.1 55 02. 30
----t - _ _ _ _ _ _
WAY _ _ ..a _ _ _ _ _ - - - _ _ - _ ti. , ~ _ - - , _ = 56231 NWA - Y82 6E XTE 0 NSI N
.~oa N RUNWAY - 2.02 49 96.30 X2.02 ~
26 STA.1 + z E = 55039 . s - - . : - 2.61 ~2. 61
BEGIN - _ _ U RUNWAY _ _ _ , _ _ _ 26 EXTE NSION _ . - - , _ _ _ _
E-- - _ - N _ . - _ _ ~ = 562173.49 _ _ J
_ ~ _ 2
E 549905.94 , ` _ _ . F>F>_
ELEV. = 1696.81 _ - U r, F-
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- 1692.5 MITIGATION GA I Project Name: TON
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x .000 50 100 150 r.. Date: Drawing Number: 1 i a q '
19 JUNE
GRAPHIC SCALE BAR Business unit: GD-2
ENSB M

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D = .6' ~ ~ ' ~ ~ . ~ _ 7031 Albert Pick Road, Suite 302
SLOPE = 0.42 ~ ~ , 'x \t , y , . ` ~ ' Greensboro, North Carolina 27409 I ,
DITCH H t ~ : _ _ F
i x ~ t ~ ~ ~ ~ , , ~ ATLANTA, GA • BATON ROUGE, LA • CHARLESTON SC
f + L~ ~ ~ ~ ~ ~ CHARLOTTE, NC • CHICAGO IL • COLUMBIA , , SC ~ ~ ~ ~ ~ * ~ , GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE FL
, ' ~ ~ ~ ~ i X35 - ; ~t KNOXI~LLE, TN • MOBILE, AL • MYRTLE BEACH SC
~ a ~ ~ ` ~ ~ ~ ~ ~ ~ ~ R t . ~ ORLANDO FL • RA 1 • LE GH, NC RICWMOND, VA \ ~ \ . ~ ~ , : w ; A, FL TAMPA FL •
_ _ ~ ~ ~ , ~ ~ SARASOT • WEST PALM BEACH, FL
~ D CH H , ~ ~ ~
' ~ s ~ ' , . ~ r Desi ner: ~ 9 Seal: ~ ~ ~ ~ ~
I ~ t uuu ~ u ~i~ \ ~ , , ~ , ~ CARP
_._.._~.------r---- ~ ~ x . _ - , ~ Technician: ,
a. • , ~ ~ • Q ` t ~ ~ '4ESSl~ ~ ~ ~ I ~ DCS :
c ~ I
_ _ _ =EXIST. PIPE ~ ~ ~ t t Checked by. - " 022998 NEW DRAINAGE PIPE ~ ` I ` I '
• ~ ' • - ~ ~ - -1675 , - - EXIST. CONTOUR ,~i x ' 1UR ~ ~ + t ~ " MCI G-r8.4~ NEW UNDERDRAIN ~ ~ ' , t , ~ I , £ ~ ,
a ~''---1875""~- FINISHED GRADE ODE ~ . I NGINE~ ~ . 0,36°J;--~ NEW UNDERDRAIN SLOPE t Project Number: J P~,`~
x 1675.5 SPOT ELEVATION ;~~t ' ~I' ~ IoN , t ME CO NEW ~ ! : I RA382010 ~i~nnn~?~
EXIST. AIRPORT PROPERTY O UNDERDRAIN CLEANOUT ;,.t `t 2T PROPERTY LINE t
~ ~ - - EXIST. PROPERTY LINE (OTF RTY LINE (OTHERS) NEW UNDERDRAIN END TR A ~ t , ' It ' • ' -C E TMENT I .
' EXIST. EASEMENT \ .._,,,M,.,~,. ._...,....n.,. PROPOSED PROPERTY EASE ENT ~ ` t ' , t NOTES•
- - ' - - - PROPOSED PROPERTY LINE t, tOPERTY EASEMENT Q NEW MANHOLE ' , ~ t ` , ,t ,,,I ZOPERTY LINE 1 NEW STRUCTURE NUMBER - \ ~ ' ~ ' I ' + ' I
~ • >t ~ ~ GRADING LIMITS is ~ 1. CONTRACTOR SHALL- ANTICIPATE t
N , , _ : ~ ~ \ - DISTURBED LIMITS MITS ~ I''' ` t ,l, EXTENSIV ~ NEW DROP INLET W/ INLET PROTECTION ~ , t' ~ . E DRYING AND SCARIFYING OF
~ _ _ - - ~ ~ -~-~-H--F--I--+-~-+-I-~- EXIST. R ~ ~ _ ~ AILROAO ~ • ~ k~ " % » EXIST. FENCE LAD ~ ~ t I , ` SITE SOI LS PRIOR TO COMPACTION
~.1.. r~ , oS ~ - x x ~y- x r~r EXIST. FENCE TO BE REMOV ? EXIST. DRAINAGE INLET t ' t ` t TO BE REMOVED t,: ~t ;,~.1
I I , , _ _ _ _ _ _ _ _ EXIST. EDGE OF PAVEMENT )F PAVEMENT NEW ROCK H ~ ~ t ' ~'.~':'.t' 2. ALL COST ASS CIAT C ECK DAM ,,I t 0 ED WITH SAWCUT
' ~ x NEW EDGE OF PAVEMENT PAVEMENT ~ ~ t ~ t' , ~ t BITUMINOUS PA
W iZ10 , ~ , . EXIST. TREES dt VEGETA110n _ ~ ~ . do VEGETATION I , ; ; ; , VEMEN T SHALL BE
~ EXIST. AIRFlELD LIGHT TEMPORARY sE I ~ ' t~';~,~~I INCIDENTAL TO THE UNI .D LIGHT B ~ D MENT TRAP t ; , ; ~ t , T PRICE FOR
~ X' EXIST. AIR FIELD LIGHT REMO ~ " ' 0.P EXIST. LIGHT POLE .D LIGHT REMOVAL I MILLING BITUMINOUS PAVE MENT. 'OLE ~ I ' I ~ +-,~r'
~ EXIST. POWER POLE POLE ` t t . NEW INLET PROTEC110N -CULVERT I ~ ~ ~ ' x ''`mow
W ~ , x. ' • ~ ; CONTROL POINT IT I t i
W . . _ - ___.I_ _ _ X, - _ NEW DITCH
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- , RUNWAY 26
- ~ r , _ _ This Survey is Referenced to the North American Datum of 1983 Horizon
- _ " , - - ~ EXTEN3101~1 ( tal)
. and the North American Vertical Datum of 1988. All Traverses are closed and
. x ~ L, ~ t\. _ . X10 _ . have a minimum closure of 1:20,000. Combined Grid Factor Us 'Pro ect i ed for this ~ s .0.99979632 ALI Distances shown are Grid Len ths, All Benchmarks
Y% x ' ~~~,,l' have been Verified b 9 Drawing Name: ti 9 ' y Double Run Differential Levelin ,
n i- i I ~ , I'
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I I ~ rr- ti ti 50 25 0 50 100 150 PNr AMtO Grading d Drainage Plan 1-6.dwg Saved: Jul 03, 2003 12:57om by MMaddin / Plotted: Jul 07, 2003 11 Itum
Date: Drawing Number:
y x x
ctp A JUNE 2M GRAPHIC SCALE BAR
Business Unit: GD-
GMENWORO

,IRPORT AUTHORITY
~N PLANS
~D
a o
~ ~
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INDEX OF DRAWINGS
._1' fi,
gar rr Y t 7~ L, ~ S DESCRIPTION DRAWING NO.
y~ 1ti ~i ~ ~p
r'. - ~ ~~i ' O~ COVER SHEET C-1
i ~ - ~i~% , r l`- • J ~ ~ -
~ - y,.~~ 7 ~ .•I SUMMARY OF QUANTITIES Q-1
Sf 4 =1 :In ~ I t~ I ~ ~ 1 f a ? PROJECT LAYOUT & SAFETY PLAN PL-1
u ~ r,r 1 I. . , CONSTRUCTION SEQUENCE PLAN CS-1
( ~ Y ~i9 ~ I i ` i" a'
,f tel. " ~ f I~ 1. \ f ~I ey. + b~ ~ .F.l. ~ ~ . TYPICAL SECTIONS TS-1
GEOMETRIC LAYOUT & DEMOLITION PLAN GL-1
~ • ~ ~1
GRADING 1Sc DRAINAGE PLAN GD-1 to GD-6
I i . .t I~ i ~ (r r 4: _ ~ •_I ~ ..JIB.. . ~ z ~ r=. RUNWAY & TAXIWAY PROFILES P-1
~ V,` ~ ~ • ! wrap r ~':wi ~ •~Rx• - i.. „
_ . ~ EROSION CONTROL DETAILS EC-1 to EC-2
. I Kq1t ~^4 t _ P: LIGHTING PLAN L-1
i'ti, _ d ~ ~ ~ ~ Spy - ~M.• ~ ~ a' j ,5.. '(F! ~ ~ ti
rr LIGHTING DETAILS LD-1 to LD-2

~ a, r MARKING PLAN M-1 to M-2
- ` ~ ~ ~ Y ~
i f. ;X. V MISCELL,~NEOUS DETAILS MD-1
qq ` ~ 3
1, wig' I ~ 7~;. j r,~~.. ~ j ,.~X r' i~ ~ ~ Ft~.~d. i CROSS SECTIONS X-1 to X-25
{ r
SHY AIRPORT
FORTH CAROLINA
~~003
N N
U<
O ~ E I QM
~O [n
dN /N c0
` `o~~N„CARp~~
W D N ~ 0
TLL
o o ar ~v ~v th Carolina, p.a. ; ~..QROFESS/ON''•
22998 '
°n AVIATION CONSULTANTS N ~ nF _TANTS - ~ v-ie-°3
i~ ra
7031 ALBERT PICK ROAD SUITE SUITE 302 ~.',MEt~P'',~~~
Greensboro NC 27409 27409
a~
THE a ~ Mem N br e fT o HE LPA R UP IN RP INCORPORATED
I DA
ATLANTA GA • BATON ROUGE LA • CHARLESTON, SC CHARLOTTE, NC
GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL • KNOXVILLE, TN • I iRLOTTE, NC • CHICAGO, IL • COLUMBIA, SC '*j t: I
AVIATION CONSULTANTS ORLANDO, FL 9 RALEIGH, NC 9 RICHMOND, VA • SARASOTA, FL 9 TAMPA, VILLE, TN • MOBILE, AL • MYRTLE BEACH, SC % NUE FL • TAMPA FL • WEST PALM BEACH, FL RA362010
ANDREWS-MURPHY AIRPORT
RUNWAY 26 EXTENSION
JUNE 2003

ITE SPEC AI~DI~VVS-MURPHY AIRPORT
N0. N0. DESCRIPTION UANIITIES
UNIT I II T MA
1 01000 Mobilization L s ~ ~
S 1 t
2 S-140 Miscellaneous Demolition L
S 1
3 S-180 Milling Bituminous Pavement SY CFEROKEE (~t1Y, NC
150
4 S-190 Remove Povement Morkin s SF 18 TH E 1s,ooo
LPA
5 P-151 Clearin and Grubbin A c 1
GR - OP U - -
6 P-152 Unclassified Excavation CY 135, 135 oao AVIATION CONSULTANT S
7 P-152 Soil Stabilization Fabric - Geo rid SY 8, TIE L PA P of N ortll s P~~ ,200
7031 Albert Pick Road, Suite 302
8 P-209 Crushed A re ate Base Course CY 4, 4,500 Greensboro, North Carolina 27409
9 P-620 Airfield Pavement Markin SF 16, ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC 16,000 CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
10 P-620 Tem orar Airfield Pavement Markin SF 2, KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC 2,100 ORLANDO FL • R
ALEIGH, NC • RICHMOND, VA SARASOTA, FL • TAMPA, FL • WEST PALM B
11 D-701 24 Inch Class III RCP LF EACH, FL 40
Designer: Seal:
12 D-701 24 Inch Class IV RCP F L 204 JSJ
``,1,ullnllrl,~ ~1 CA~p'~%,
13 D-705 6-Inch Non-Perforated CPP LF Technician: ,
500 ~ p4ESS~• y ; DCS ; ~ : Q~ ,
14 D-705 6-Inch Perforated CPP LF
2,1 2 a50 Checked by. D229 98
15 D-705 Underdrain End Treatment CI~I~ . G 16-x: ..F
Ea 4 . NGINE~.• ~ Project Number:
16 D-705 Underdrain Cleanout Ea e.qp~ ME ~1vV~V N f 11l l I 1111111
12
17 D-751 Drains eManhole - 48" Dia. E a
2
18 D-752 Flared End Section for 24" RCP
Ea 3
19 D-753 Ri Ra -Class I
Ton ; 700
20 D-753 Rip Rap -Class B
Ton E 600
21 D-753 No. 57 Washed Stone
Ton i 200
22 E-893 Tem orar Silt Fence
LF 50 5000
23 E-895 Matting for Erosion Control
SY 10,5 10,500
24 DOT-326 47 x 71 Bituminous Coated C.S. Pi e Arch
P LF g Culvert, Type A, 0.668 Inch Thick 960
25 DOT-600 Prime Coat
Gal 2,6 2,600
26 DOT-838.04 NCDOT Std 838.04 Endwall for Double Ea
47"x71»D ouble C.S. Arch Pi e 2
27 DOT-PSP610 As halt Concrete Surface Course
Metnc Ton 9~ T eS9.56 'on 900
28 DOT-PSP610 As halt Concrete Interm. Course
Metric Ton 91 T e119.06 'on 900
2g DOT-1660 Seeding and Mulching
Ac F 88
30 SE-700 12 Inch Steel Encasement Pi e
LF 2f 280
31 L-107 Segmented Circle, In Place
LS 1
32 L-108 Cable Trench, t or 2 Cables REV1310N3
LF 3,0( 3,000 0. Description Date B
33 L-108 Cable, 1/c, ~8, 5 kV, L-824C, in Trench Y
LF 3,OC 3, 000
Conduit or Duct
34 L-108 Co
unterpoise ire, ~6 Bare, Installed in LF 3 00 Trench,Conduit or Duct, incl Ground Rods 3,000
35 L-110 2-way 4 Inch Conduit, Encased in Conc.
LF 15 150
36 L-110 4-way 4 Inch Conduit, Encased in Conc.
LF 17 170
37 L-125 Remove Existing Runway Taxiwa Li ht
Y 9 Ea 1 14
38 L-125 Medium Intensity Runway Light, Base Mtd. Installed
• Ea 8
39 L-125 Medium Intensity Runwa Li ht, Stake Mtd. In
Y 9 stalled Ea 1; 12 Project Name:
40 L-125 Medium Intensit Runwo i
y y L ght C C Globe, Installed Ea 4
41 L-125 Isolation Transformer, Installed
Ea RUNWAY 26 2
42 L-125 Raise Existing PAPI Units with New Foundation EXTENSION
LS 1
43 L-125 Raise Existing REIL Units with New Foundation
LS 1 Drawing Name:
44 L-853 24 Inch Retroreflective Marker - 3 Band Sit
o Mount Ea 1, 13
U
I~ ARY
UANT ITIE S
AND - REWS MURP
HY
Le: iy Drawing Number:
i 2003 0.1
NSBORO

AI~EWS-MURPHY A~PO~'T
v I • cI a
0 a ~ \
l~. .~a
h~~i TEMPOR:,Y CONSTRUCTIQN ~ C-2 ENTRAN PAD E }
,,2s / I CONTRACTOR'S i I
a ~ . ~s I ~ ~w~ n ~ ~ u. ACCESS GATE • CFB~OKff COUNTY NC l1 i, ~ 'a
e _ 11 • e ~ RP~T 8019 RPpRT ROAD Q ° ~
u A~ o I i O J?" 0 r CONTRACTOR'S " Q3 a _ , STAKNG AREA TAXIWAY A C~°
RUNWAY 8 rl THE \9 EXTENSION ° ~
FILL AREA ~ - / r~s . C _ ~ o ~ o LPA Q
-~i ~ ~ PROPOSED \ ~ - _ GROUP - -
~ - ,r.,-..,,.., _ CULVERTS o
. . . . ~ ~ AVIATION CONSULTANTS 'rte-. 1~I
,w~ ~ ° ° / -,..~-.,1-.~ . . LPA GR f N rth OUP o 0 C~
EXISL RPZ _ Q 2 _ 250x450"x1000' • ~?r":•~ ~ £
/ 20 1 APPROACH S10PE ~ SA -c--r;-. RSlF~' '.',1~' 5 R ~ ~ ' •----=x _ , u4.i-~-~- SA R514r ~ 1031 Albert Pick Road, Suite 302
- - - " k ® _ EJOST. 5000x75' RUNWAY ~ Q RUNWAY&46 _ , ~ ~ ~ ~ Greensboro, North Carolina 27409 ago - -
"'»««+H.."'«"µ . ~ ~-f~~ 3~A. ,~A ;SSA , R~: ATLANTA, GA • BATON ROUGE LA • CHARLESTON SC
- --.r. -y....~ ~k~ ep~ ~ ' ~ o ~ CHARLOTTE N • • ~~~x p / C CHICAGO, IL COLUMBIA, SC
. ` ~ 1 - _ RUN j GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
RUNWAY 26 ' ~ . / KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC ••i/ / ORLANDO FL • RA I H N •
. 100' R,o.w.' Ex~sr. TEMPORARY EXT Q~~ ~ ~ EXIST. ANt~S WINDSOCK DITCH EXTENSION p~dra~~ ~ / LEG , C RICHMOND, VA SQ / / SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
5 y ~ - ~ CROSSING ' ~ ~~.........w.., , ~ /
~ %cD..r. (cREAr sMq< - •',.G. ~ ! EY MOUNTAIN Ra~.»."`"'»„""H+... ~ _ / Designer: Seal: ..a.' •..r.• /
j ~ IRDAD ~q~ 1- ` I , ~ I ,
~ PROPOSED / ~ 1 / RO ~ / ~ \ Technician: ~ ,
r MITIGATION DITCH
reams e~~"/ 5 INSTALL ~ SEGMENTED DCS - -
- - - Checked b . - - ~~/1 1,~~_ ~ TAEATNENTO Y - 2998
- ~ / ~ J „z ° PLANT Q . - fl M X03. ~ ~8
/ _ .N E..~. GIN4. / i O._.y . ~ Project Number: • ? '
U.S H WY. 19-74-~ T9
~ / J~ 1- '-"-*«r»»,«+~.., _ ` EVIV{7GV1V ~~~Tlr~~~~l~~~t`` '
~ I - . ."'fir r'_F
{
~ ~ _ / ~ ~
/ /L ~ ' / '
GENERAL NOTES
400 200 0 400 800 1200
11. EXCEPT WHERE DESIGNATED ON PLANS OR AS AUTHORIZED BY ENGINEER, 19. FAA CABLES WILL BE LOCATED A(` LOCATED AND MARKED BY FAA PRIOR TO CONSTRUCTION.
SAFETY AND SECURITY CONTRACTOR WILL NOT BE ALLOWED TO USE ANY OF THEE CONTRACTOR IS TO NOTIFY FAA 3O D. XISTING RUNWAYS OR "Y FAA 30 DAYS IN ADVANCE SO THAT FAA CAN SCHEDULE
TAXIWAYS AS PART OF THE HAUL ROAD. THE REQUIRED MARKING TO PROTECT TO PROTECT CABLES DURING CONSTRUCTION. ANY CABLES GRAPHIC SCALE BAR
DAMAGED DURING CONSTRUCTION WILL 1. THE CONTRACTOR WILL OBTAIN, HAVE KNOWLEDGE OF, AND INCORPORATE THE 12. ACTIVE TAXIWAYS AND RUNWAYS SHALL BE KEPT FREE OF ALL DEBRIS, DIRT, ETC., SHALL PAY ALL COSTS ASSOCIATED N ZUCTION WILL BE REPLACED BY CONTRACTOR. CONTRACTOR SSOCIATED WITH THE REPAIR OF DAMAGED CABLES AT NO
FOLLOWING SAFETY PROVISIONS INTO THE CONSTRUCTION PROJECT: AT ALL TIMES. ANY SPILLAGE OF SOIL, DEBRIS OR OTHER MATERIALS SHALL BE CLEANED COST TO OWNER.
UP IMMEDIATELY USING APPROPRIATE POWER SWEEPERS, BLOWERS OR OTHER APPROVED
EQUIPMENT, BY THE CONTRACTOR AFTER PROMPT NOTIFICATION BY THE ENGINEER OR 20. CONTRACTOR SHALL PROTECT EXI' • OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION - AC AND APPROACH LIGHTING Y PROTECT EXIST1NG RUNWAY AND TAXIWAY LIGHTING SYSTEMS
AIRPORT OWNER, DUST GENERATED DUE TO CONSTRUCTION ACTIVITIES SHALL BE S STEMS. 150/5370-2D ADEQUATELY CONTROLLED AT ALL TIMES. A PROGRAM F SYSTEMS.
0 REGULAR RUNWAY AND
• AIRPORT SAFETY SELF-INSPECTION - AC 150/5200-186 TAXIWAY INSPECTION SHALL BE IMPLEMENTED BY THE CONTRACTOR, AND COORDINATED 21. ANY UNPLANNED, UNAPPROVED Of • PARKING, MARKING, AND LIGHTING OF VEHICLES USED ON AIRPORT - AC VVI~H THE AIRPORT OWNER, AND THE ENGINEER. SERVICE TO ANY LIGHTING CIRCUIT OR APPROVED OR ACCIDENTAL SHUTDOWN OR INTERRUPTION OF CIRCUIT OR NAVIGATIONAL AID REQUIRES IMMEDIATE
NOTIFICATION OF AIRPORT OPERATION OPERATIONS AND ENGINEER BY THE CONTRACTOR. ALL
150/5210-56 13. ALL EQUIPMENT MUST BE RETURNED TO THE STAGING AREA AT THE END OF EACH NECESSARY REPAIRS WILL BE AT CON . BE AT CONTRACTORS EXPENSE.
• FAR, PART 139 WORK DAY AND WHEN NOT ENGAGED IN THE CONSTRUCTION DURING NON-WORKING DAYS
AND NIGHTS. OWNER WILL DESIGNATE AREAS FOR CONTRACTOR'S EMPLOYEES AUTO THE CONTRACTOR WILL BE RESPOI _L BE RESPONSIBLE FOR STAKING AND GRADE CONTROL OF ALL
2. CONTRACTORS SHALL MONITOR UNICOM FREQUENCY AT ALL TIMES DURING PARKING, ELEMENTS OF THE CONSTRUCTION. RUCTION. EXIST. PAVEMENT
CONSTRUCTION. THE CONTRACTOR SHALL HAVE WORKING RADIO(S) ON-SITE AT ALL - - - - - - PROJECT LIMITS
TIMES DURING CONSTRUCTION AND SHALL ASSIGN RESPONSIBLE PERSONNEL TO 14. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING ALL PERMANENT AND TEMPORARY UTILITY CONNECTIONS TO THE STAGING AREA. TEMPORARY MARKINGS, BARB VGS, BARRICADES, TRAFFIC CONTROL AIRPORT PROPERTY
CONTINUOUSLY MONITOR THE GROUND CONTROL FREQUENCY. PROVIDE A RADIO AT EACH
SEPARATE WORK LOCATION. 15. NTRA CO CTOR SHALL MAINTAIN ALL AIRFIELD SAFETY DEVICES SUCH AS STAKED LIMIT - PROPOSED PROPERTY
LINES, FOR THE DURATION OF THE PROJECT AS RE UIRE . 23. SEE SPECIFICATION SECTION 0103( Q D DAMAGED STAKES OR ECTION 01030 AND 01530. RPz RUNWAY PROTECTION ZONE
3. NOTICE TO AIRMEN (NOTAMS) -THE CONTRACTOR SHALL SCHEDULE AND PROVIDE FLAGGING SHALL BE REPLACED IMMEDIATELY. CONTRACTOR TO SUBMIT PLAN SHOWING
THE NECESSARY INFORMATION ON CONSTRUCTION CONDITIONS (RUNWAY CLOSURE, LOCATION OF LIMIT LINES FOR EACH PHASE AND FOR PROJECT DURATION TO THE ACCESS/HAUL ROUTE
ENGINEER FOR APPROVAL. THRESHOLD RELOCATION, TIE-INS, ETC.) SO THAT OWNER CAN ADVISE THE FLIGHT
SERVICE STATION AND ISSUE NOTAM(S) IN ACCORDANCE WITH ESTABLISHED CRITERIA. 16. BURNING OF DEBRIS WILL NOT BE ALLOWED ON AIRPORT PROPERTY. RUNWAY/TAXIWAY EXTENSION
REVI310N3
4. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT AREA THROUGH 17. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING o. Description Date By
THE PROJECT ACCESS GATES SHOWN ON THESE PLANS. CONTRACTOR WILL BE CONSTRUCTION AND REPORT TO ENGINEER ANY VARIATIONS FROM THE INFORMATION WORK AREA
RESPONSIBLE FOR SECURITY OF ALL A IN AC RAN WITH T SHOWN ON CONSTRUCTION PLANS. G TES COD CE HE AIRPORT'S
SECURITY PLAN.
EXISTING CONDITIONSIUNDERGROUNDRHD CONCEALED FACILITIES
5. AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED AREAS. THE
CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED AREAS AT ANY
TIME UNLESS SPECIFICALLY AUTHORI Y TH IN R I 18. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND IDENTIFICATION OF ZED B E ENG EE OR A RPORT OWNER. A XI TI ITl
LL E STING U L ES AND PIPELINES IN THE CONSTRUCTION AREA. ANY DAMAGE TO
EXISTING UTILITIES OR PIPELINES (ON OR OFF AIRPORT PROPERTY) DAMAGED BY 6. ALL VEHICLES USED ON THE AIRFIELD SHALL MEET AIRPORT REQUIREMENTS FOR CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR HA
S LL MARKING AND LIGHTING. REPAIR ALL UTILITY/PIPELINE DAMAGED BY CONTRACTOR AT NO ADDITIONAL COST TO
OWNER.
7. FOR ADDITIONAL SAFETY AND SECURITY REQUIREMENTS, SEE SPECIFICATIONS.
(SECTION 01030)
m
a HAUL ROUTES, STAGING AREAS AND CONSTRUCTION ACTIVITIES Project Name;
v W J V
N JV Z ~ Z ~~Q N T :
8. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS AS SHOWN ON 2 Q ? ~~Q ~ ~ RUNWAY 26 ~ Q PLACE BARRICADES AT 25' MAX. SPACING 20 x 20 ORANGE FLAG (2 REQ'D)
o THE PROJECT LAYOUT SHEET, SAFETY PLANS, AND HIS APPROVED PHASING PLAN. THE ~ ~ ~ OR AS DIRECTED BY THE ENGINEER. SUPPORTED TO REMAIN IN THE ~TENSI~N
CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE ENGINEER TO ~ W W ~ ~J ~ EXTENDED POSITION AND ORIENTED
a MINIMIZE DISRUPTION TO AIRPORT OPERATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY ~ ~ - AS SHOWN
TO INSURE COMPLIANCE WITH SAFETY REQUIREMENTS AND TO MINIMIZE INTERFEREN ~ Q N CE TO 3 200 E
AIRCRAFT OPERATIONS DURING CONSTRUCTION. ~ _ - R/W ~ 2 SHOP' - ~ ~N E Drawing Nome: Op,~--'" SIN Z BATTERY POWERED FLASHING PPR . NGE , ~ ,
Q ° ~ CAF 200 ~ W k ~~~~£q~'~~, EXIST. ° 20: :1,A , pRA, W k - X YELLOW LIGHTS 2 RE D
~0 9. THE CONTRACTOR S STAGING AREA(S) AND HAUL ROUTES SHOWN ON THE PLANS ARE Z Q RqN~ Z ~ - 20 - GCE - Q ~ Q ~ Q ) E, ~ 0 c~, ~ ~ 0 - VENI~
o~ ~ ,f V RUNWAY W ~ " , ~NI ao GENERAL AND FOR INFORMATION PURPOSES ONLY. THE ACTUAL SIZE AND LOCATION OF W, ,,iVf - W. PR JECT L AYOUT - ~o ,
J o ~ OFZ k ' STAGING AREAS AND HAUL ROUTES WILL BE APPROVED BY OWNER PRIOR TO v N W ® ~ N 8 x 8 x 8 SOLID TIMBER
~o = CONSTRUCTION. W ~ aH W ~ ALTERNATIN 4" SAFETY G WIDE ORAN PLAN GE
io o~ AND WHITE BANDS
v 10. ALL EXISTING GRASSED AREAS WHICH ARE DISTURBED AS PART OF THE
CONTRACTOR'S ACCESS ROAD, CONTRACTOR'S STAGING AREA, AND HAUL ROUTES SHALL N O
oa BE RESTORED TO THEIR ORIGINAL CONDITION AFTER COMPLETION OF THE PROJECT. IN 3
~0 1 ADDITION, ALL EXISTING ROADS, APRONS AND TAXIWAYS THAT WILL BE USED AS THE 2
oa CONTRACTOR'S HAUL ROUTE SHALL BE MAINTAINED DURING CONSTRUCTION ANO N.T.S. PL-1 N.T.S. T N.T.S. PL-1 AND - REWS MURPH Y PL-1
F RESTORED TO THEIR PRE-CONSTRUCTION CONDITION. NO SEPARATE MEASUREMENT OR Autocad Drowing Reference:
rc~. nevuruT uni i nr uenr rnn nu[• irru
a rMlmLlvl TVILL DG MMUC rVft IrIIJ IIGm. to a Path: J: \Andrews-Murphy\Ra362010 - Runway 26 Extension\Plans\ File: AM10 Projacl Layout k Safety Plan - Construction Sequence Plan.dwg
n Saved: Jul 02, 2003 - 10:27am by dstelljes Plotted: Jul 02, 2003 - 10'.27am
N uo 9 N Date: Drawing Number:
QO JUNE 2003
c0 w m Business Unit:
R o N
GREENSBORO

i
o p II
1 ,o AI~FEWS-~IURPt'iY AIAPOR'T
I ~ Q
1, CONTRACTOR IS ADVISED THAT WORK IN STREAMS MAY BE DELAYED DUE TO PERMITTING. 1. WORK INCLUDED IN THIS AREA CONSISTS OF
WORK OUTSIDE THE LIMITS OF THE STREAMS DITCHES MAY PROC IT / EED W HOUT DELAY AFTER
WORK INSIDE RUNWAY 26 SAFETY AREA. NOTICE TO PROCEED. ' 1 ~ ~ , ' TEMPOR'._° Y CONSTRUCTIp.IV ,
- N EC 2 E TRANG, PAD ~ ,
2. COMPLETE WORK SUCH THAT NO DROPOFFS -12g I ~ CONTRACTOR S
2. CONTRACTOR SHALL SCHEDULE WORK EFFORTS TO ENSURE THAT THE R HW.1'19 UNWAY EXTENSION tJ s. EXCEED 3 INCHES AT THE END OF EACH WORK - Ot0 ACCESS GATE ti
PAVEMENT AN A D SSOCIATED EXTENDED RUNWAY SAFETY AREA (ESRA)IS COMPLETE DAY. AI CFB~OKEE COI~(1Y, NC RpoRr R
BY THE END OF THIS CONSTRUCTION SEASON. o OAO
o 3. CLOSE TAXIWAY A AT THE END OF THE CONTRACTORS 1 _ THE
~ -----r- / STAGING AREA 4
RUNWAY. ~ ~ _ - - ~ MORRIS CREEK / ~ - LP a M_2 -
r/i ~ ~ B GR - 0 UP -
4. MAINTAIN ACCESS TO T-HANGAR TAXILANES AT - - MP ORARY OUTBOARD AVIATI~I CONSIATANTS
ALL TIM DU ' ES RING CONSTRUCTION. _ . ; 1,I DAYTIME RE OCATED BARRICADES
~ HRESHOLD SE I ~ ~R OP f o th ,ESHOLD SEE DETAIL 3 M-2 TYP. Pz p~~
5. INSTALL TEMPORARY DAYTIME RELOCATED TAYA R O PZ R 7031 Albert Pick Road, Suite 302
THRESHOLD ON RUNWAY 8. REMOVE AT THE END rm~
OF EACH DAY. _ ~ _ EXIST. A ~ ~ Greensbor ' o, North Carolina 27409
LOPE _ -~A - RP -RSA- RE1L ~ RSA _ RSA ' ~ ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC RsA R t CHARLOTTE, NC • CHICAGO, it • COLUMBIA SC
~ EXIST. 5000'x75' R ~ RUNWAY &26 6. REFERENCE SHEET M-2 FOR TEMPORARY Ex~sz - uNwAY _ a
~ N74'O6'19"E TRUE MARKING DETAILS. RSA RSA RsA -RSA ~ / GREENSBORO, NC • GULFPORT, MS • JACKSON __.._J,50 ~ _ MLLE, FL a~o~ , - - _ _ _ 1 _ _ KNOXVILLE, TN • MOBILE, AL • MIRTLE BEACH
i RSA RSA ~ ~ , SC RsA RsA _ QRLANDO, FL • RALEIGH, NC • RICHMOND, VA
_ - - , / SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL 300' EXISL RPZ '
500'x700'x1000' / ,
t _ ~ ~ ` ~ - Designer. Seal: _ 20:1 APPROACH SLOPf ( i 1;-
1 RPZ II I I N I I I,! TEMPORARY C ry,~
~ 100 R.O.W. ~ EXIST. 5~~~/ ~ - ~ ~ 1 ~ . ~ EXIST. AWDS WINDSOCK RPZ ~ ~ q i Technician: DITCH ~ a~ o`~ •''"ssi''••
CROSSING DCS .
/ ~ .r... I\ I' )1 n r - ~ i (GREAT SMO 1' - - ----1 k' ~ Checked by.
/ KEY MOUNTAI 1 ~ - 22998
1- N RAI
~ ~ % .NGINE~ Project Number: •
~ 'G x p.gp~y~ ME 1 'w"'tiw.'"""`.«w ~ / 17f1HVLVN ffllUll,llll
~ CH . ~ . ~
RICKE` ~ ~ _
71 / _4.
O ~ f
O. I r
( .~a,t ~ - ~ EXIST. PAVEM ENT
1. WORK INCLUDED IN THIS AREA CONSISTS OF
WORK OUTSIDE THE EXISTING RUNWAY SAFETY - - - - - PROJECT LIMITS
AREAS. ' 1 TEMPOR4~ Y AIRPORT PROPERTY CONSTRUCTION e
EC-2 ENTRAN - C PAD PROPOSED P
o -12g o HWy 19 ROPERTY 1 :CONTRACTOR S
2. INSTA ~ S• ELATION OF THE PIPE CULVERT UNDER , o - Otp ~ _ pAD - x - z - FENCE ACCESS GATE
TAXIWAY A2 SHALL BE COMPLETED IN ONE DAY. e IRPOR7 R o A c AI RPZ RUNWAY PROTECTION RPORr
COORDINATE WITH OWNER AND HANGAR TENANTS 0 Rogp ZONE CONTRACTORS ~ ,
TO MINIMI o ZE fMPACT TO AIRCRAFT OPERATIONS. TA ACCESS/HAUL ROUTE S GING AREA
~ _ ~ ~ ~ ®®o®
3. WORK IN THIS AREA IS UNRESTRICTED. ~ ~ , ~ ~ r"' E GENERAL BARRICADES
T E 2 THIS SHEET ~ RUNWAY/TAXIWAY
r~~lr-...-a.wr • EXTENSION BARRICADES
- - -..rte-..t.-,..1~~-...r.+~. _ ' (TYP.) 1 1 WORK AREA
RPZ
B 7 /I 1 PL . - ~ ~w~: TAY A A.~. r~wA I
EX1SL RPZ I 250'x450'x1000' ~ 2
~ _ 20.1 APPROACH SLOPE / . - ~ ,
REEL _ RSA f ~ ~
EXIST. 5000'x75' RUNWAY RuNwaY aZs , 1 ~ yo` N74'O6'19"E 7RUE
. . - --150 ~ _ ti I
'-yam
~ i _ I
.?•-~wl~ . ?l~ l APPROAL~ Std 1/ `
1. ~ ~ 100 R.O.W. ~ EXIST. T TEMPORARY
5~?`'/ ~ ~ ~ ~ EXIST. AWnS C WINDSOCK a~ DITCH
s~ _ _ o ~ New ROBBING ,
N: CD. T. (GR - - - ~ EAT SMOK 1' - ~ - / ,
EY MOU ~ NTAIN RAILROAD LEA ~ 1
o. Description Date B
~ PROPOSED ~ y ~ /
MIT r MITIGATION DITCH / -
gRANCMj RI(~~_ _ / _ ~ .
,,~i' -
~
e c I
O. i - - .
~ ; C] 0,
1. WORK INCLUDED IN THIS AREA CONSISTS OF
WORK INSIDE THE RUNWAY SAFETY AREA. °4 ' 1
' TEMPOR ~ Y CONSTR UCTION ,
2. COMPLETE WORK SUCH THAT NO DROPOFFS o - 9 _ EC-2 ENTRANC: PAD
a .I 19 12 EXCEED 3 INCHES AT THE N S, HW E D OF EACH WORK o - OtD ~ / CONTRACTOR S
DAY. ROAD ~ ACCES AT S G E
pIRPDRI d O o n AIRP _ ORT ROA
v p r- 3. FOR WORK AT APPROACH END OF RUNWAY 8 T o CONTRACTOR S
/ / STAGIN =Pro' ct Name: G AREA ~
ERSA, INSTALL TEMPORARY DAYTIME RELOCATED ~ ~ / - / ~ MORRIS CREEK ~ -f•rr--
THRESHOLD ON RUNWAY 8. REMOVE AT THE END - r---- ~ - ~ r l - f ~
OF EACH DAY. ~ ~ r ~ I . _ ~ _ RUNIIVAY 26
o a ~ 1,1 ' ` EXTENSION
4. TURN EXISTING PAPI OFF PRIOR TO RELOCATING TEMP . ORARY (OUTBOARD v ~ 4
THRESHOLD. 5 CLUE DAYTIME RELOCATED rnvA RPZ PZ 1
RUNWA M-2 M-2 THR H _ TAYA Q ~ Y ES OLD SEE DETAIL 3/M 2 TAYA . 1 Drawing Name:
J 5. ALL WORK WITHIN RSA ALONGSIDE RUNWAY MARKING _ _ - _ EXIST. ARP ~ ~
~ g LOPE SHALL OCCUR AT NIGHT UNDER CLOSED RUNWAY r~rr• _ - n o - - RSA ~ 1 1
_ - I CONDITIONS. ~ Exisr. 5000'x75' RUN ~ RUNWAY RSA RSA ~ ~r-
first.. WAY p ~2s ~ CON / STR N UCT ION ~ so - ~ - - - - - ,
- C o _ _ ~ ~ - - UEN SE CE A a.., ~
x ~ ~ / v ~ 1` PLAN
EXISL RPZ 5 CLOSED soo'x~oo'xlooo' .J /
T LL 1. M... _ RUNWAY 20:1 APPROACH SLOPE f ' 1 1-~!
~ ~t p ~ ' ~ 100' R.o.w - TE , M-2 RPZ MARKING TEMPORARY RPZ /
EXIST. o~ ~5/ ~ ~ EXIST. AWOS h?NDSOCK DI
DITCH ~ r P~ 1 : ~o
0 0 _ - - - - - _ - _ ~ CF - - CROSSING f~-"-' ANA - REWS MURPHY
~ ~ _ - -
F j _`^1 ImOKEY MOUNTAIN r
~ RAILROAD LEASE) 0 o t tocad Drawing Reference: ath: J:AdrewsMurphy\Ra362010 -Runway 26 Extens i Plans Flle: AMID Project-Layout & Salety Plon - Construction Seon~uence~Plon
yN / _ ved: Jul 02n, 2003 - 1 300 150 0 0: 27 am by dstelljes / Plstruct. Jul OZ, 2003 d10927am
x z 300 600 QQQ te: Drowin Number:
j aN gRANC JUNE 2003
gICKET~~ . GRAPHIC SCALE BAR siness unit:
' GREE NSE

arn~ws-MU~r a~oRr
TAXIWAY
300' RUNWAY
;~t;
TIE TO 10' 15' 12' 10' 17.5' 17.5' 10' 12' 72.5' 4' 6' 152.5' 10' 400' SAFETY AREA '~$~r ~
EXISTING
GROUND ~ 10' 37.5' 37.5' 10' 152.5' VARIES
FINISHED THE ~
GRADE
~ FINISHED SPA
1.5% 1.Sy S GRADE GROUP
AVIATION CONSULTANTS
~ * VARIES -SEE GRADING PLAN
TIC LPA GROUP of North Graff, p.a.
7031 Albert Pick Rood, Suite 302
4' o~ ~ f ~qRi 5% y ~ Greensboro, North Carolina 27409
COMPACTED SUBGRADE (P-152) J SEE e~ ~ rJ~ ATLANTA, GA ~ BATINJ ROUGE, LA ~ CHARLESTON, SC
DETAIL TS-~ COMPACTED SUBGRADE (P-152 GEOGRID (TENSAR BX-1100 CHARLOTTE, NC ~ CHICAGO, IL ~ COLUMBIA, SC DE (P-152) ~ SEE 4 ~KNOXNLLE, TN ~ MOB EORAL ~S MIRTLEKBEACH, SCFL
OR APPROVED EQUIVALENT) 25% VARIES GEOGRID (TENSAR BX-110 4" BITUMINOUS PAVEMENT OR APPROVED EQUIVALENT 18" CRUSHED AGGREGATE (2" SURFACE COURSE, 2" BINDER COURSE)r DETAIL TS-~ ORLANDO, R ~ RALEIGH, NC ~ RICHMOND, VA
~R BX-'I ~ OO 4•~ SARASOTA, R ~ TAMPA, FL ~ WEST PALM BEACH, FL
QUIVALENT) 4" BITUMINOUS PAVEMENT -
Designer Seal: (2" SURFACE COURSE, 2" BINDER COURSE) JSJ
BASE COURSE (P-209)IN 18" CRUSHED AGGREGAT THREE 6" LIFTS TACK COAT BASE COURSE (P-209) I BITUMINOUS PRIME COAT THREE 6" LIFT a o TYPICAL SECTI AGGREGATE TIE TO Te~~.~,a~ R
CA P-209 IN TACK COAT EXISTING oi[ssi
:E 6" LIFTS GROUND DC3 , ~:~eQ .
BITUMINOUS PRIME COAT Checked by E
SECTION -RUNWAY 26 EXTENSION %"~~-~~e3:'
~ ~ N.r.s. STA. 149 z~ Project Number: ,y ~'`~N~~NEEQ'~~~.~ STA. 149+96.30 TO STA. 155+02.30 rs-~ -,,?."'MEj~P~,.~
AASe2oto .
~ + ~ ~
L~ ~t O RUN WAY
Z ~ VARIES 400 SAFETY AREA
w N 12~. VARIES (DITCH) 200'
VARIES
STA, 155+31 TO STA. 166+37) 200' (DITCH)
GRADE
M1.5" POINT
VARIES (3~ yob DIES (3~ MAX)
} - VARIES (2~ MAX
nE ro A.
exisnNc Gr~'~
GROUND TYPICAL SECTIO
ECTION -RUNWAY 26 SAFETY AREA z
N.rs. STA. 15 RUNWAY END PAVEMENT DETAIL 5 STA. 155+02.30 TO STA. 165+46.30 TS-~ TIE TO \
EXISTING
N.T.S. TS-1 GROUND
RUNWAY
SAFETY AREA -VARIES
VARIES VARIES
TES VARIES VARIES
GRADE
VARIES TES POINT
REV~or~s
4.1 CUT/FALL
CARIES o. Description Dote By
1------------------
o TIE TO ~TjFI
F ''O EXISTING
W N + GROUND TYPICAL SECTIO ECTION -RUNWAY 8 SAFETY AREA 3
o Q a N.r.s. STA. 97+ 3 STA. 97+38.00 TO STA. 100+00.00 TS-~ TIE TO `
EXISTING
z ~ ~ MILL EXISTING ASPHALT SAWCUT STRAIGHT VERTICAL SURFACE
BUTT JOINT AND TACK GROUND
5' (TYP.) EXISTING SURFACE 4" BITUMINOUS PAVEMENT
(RUNWAY 8-26) (IN 2 LIFTS) Project Name:
2'--I -i Q y RI~IWAY 26
2^ ~5 PROPOSED ~/C 1.5' EXTENSION
" PAVEMENT ~5, d o 6^ ~ Drowing Name:
GEOGRID (TENSAR BX-1100 ° EXISTING BASE 1g" C.A.B.C. (P-209) OR APPROVED EQUIVALENT) pgy PLAN EDGE E%15T.
PAVEMENT
a ~
yo
o a a TYPICAL SECTIONS a
E
EXISTING SUBGRADE COMPACTED
SUBGRAOE
(P-152) EDGE OF PAVEMENT DETAIL 4
N.T.S. TS-1 ANDREWS-MURPHY
Qi innniev Tim ~n~ fICTA 11 ~ (~FF~FT DT ~YIC
' vm-e FILE 1_/\IV 1 io 6 Is %.go nuwcua urawmg nererence:wg Poth: J_lJIO Typical \Andrews-AluSectionsrphy~Ra3fi201d 0 - Runwoy 26 Eetension\Plans\
3N U N. T. S. TS-1 PAVEMENT FIL File: A Saved: Jun 30, 2003 - 7:12pm by dstelljes / Plotted: Jun 30, 2003 - 7:12pm
NT FILLET . Date: Drawing Number:
N. T. S. o> a o TS-~ JUNE 2003
m
Business Unit:
GREENSBORO

~ I; ,
`I I I I k
I I I I - I I 1 I 1 ~4~IDREIN5-MURPHY AIRPORT
I_ I I I ~
-I ' ~ I 4 ~ I
L ~
_ -~i ~ i 1 ~ F
I - - 0 0 0 • I o 0 0 o o z
0 o Q + + ~ ~
L ? ~ N , ~ I ~ ~ ~ o Ch6~OKEE COlM1Y, NC
L ~ ~ ~ ) N N N ~ ~ W
I N N Y U
}I THE
\ CONCRETE MONUMENT SET ~ LPA
ll H ~ STAMPED 1NANGR ~ I - -
N = 562630.771 TAXIWAY A + a STA. 249 94.14 GRO P - U -
E = 549697.838 EX1ST. TREE t~- l EX1ST. TREE AVIATION CO NSULTANTS
ELE~ = BEGIN TAXIWAY A 1700.315 EXTENSI N 30 CHERRY 0 I I 30 CHERRY
N = 4 (TO BE RE J,,,, 562 61.38 A RP 0 of N rth o K .a, T p (0 BE REMOVED
I I ~ ~ _ 7031 Albert Pick Road Suite TAXIWAY A STA + 302 .255 02.3
E 549821.72 I 0 Greensboro, North Carolina 27409
0 17.12 44+ ~ N END TAXIWAY A EXTEN SIGN
i . _ ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC ~ ~ ~ ~ . = CHARLOTTE NC • CHICAGO I •
~ x 404+00 I A s N 562600.55 , L COLUMBIA, sc GREENSBORO NC • GULFPORT • MS JACKSONVILLE, FL
2g 8g •3 , 9 w E = 550310.45 KNOXVILLE, TN • MOBILE AL • MYRTLE B A EXIST. TREES & SHR ~ E CH, SC UBS ORLANDO FL • RAL IGH •
E , NC RICHMOND, VA
TAXIWA x Y A STA. 249+78.80 I (TO BE REMOVED SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
TAXIWAY A2 TA EXIST RIP-RAP WE! S .403+00.00 I `~i~ ~ Designer: Seal:
~ x I (TO BE REMOVED . . - - ~ JSJ
~ CA
EX1ST. 24" RCP ' I 50 x Technician: t~~
T APER ~ p4ESSlp . ~ • 2~ Hq' ACS ! '
I I
~ 17.E ~r~ Checked by. ~ _ 98 . F.
403+00 ~ w - `t `~l - I 1."- _ 303+00.00 MJM 78~.
`C ~ , ~ i s _ Pro' ct Number: ~ • ~ ~ c/ ~Q~ .
i RA362010
~ 50 i
~ TAP 50 TAXIWAY A TA S .254+84.80 NOT S:
BENCHMARK TAXIW N AY A CO CRETE MONUMENT FOUND TAPER ' TAXIWAY Al STA. 303+00.00
n ~ x STAMPED FRANKLIN 1. ISOLATED THE R
N = 562499.506 E EMOVAL WILL NOT
E=550106.669 x F I ELEV.=17 ,~.Y BE MEASUR ED SEPARATELY. COST IS
03.428 INCIDENTAL TO OTHER ITEMS.
402+00 ~ I x _ _ RPZ 302+00 RPZ
~ ~ - -RPZ 2. SEE LIGHTING PLANS FOR ADDITIONAL
RPZ 1 }1 ~ - - INFORMATION ON ELECTRI Z CAL
1 QI x - ~ DEM OLITION.
3 i -I
I I 300' x
- 15.7' 6 t`_ Exisr. wri EXIST. WIRE FENCE ' ' '
n EXIST. 6 D!P ~ y « I TS-1 24 x TO BE I 17.5
( (TO REMAIN I I T ~ (0 BE REMOVED X
I PAVEMENT MILLING O I }
41 ~ I x O 0 +00 EXIST. WOODEN FENCE k
+ I I R55 301+ ~ TO BE REMOVED O ' ( R55 (TYP.)
~ ~ RSA RSA RSA R EXIST. RUNWAY UGHTS ~ x k ~
SA ~ r ~ RSA (TO BE REMOVED x
/ ) Y/ r
x Q ~
I- ~ 75 RUNWAY 8-26 STA. 1 4 k 5 +84.80 x Q
x . ~ . ~ .ry :mot TAXIWAY Al STA. 300+00.00 F- ,..f;
~ . ,3 is 4 I ~~~r ~
~ ~ z .1 ~ ~ i. ' f
y} 300+00.00 k: x
r3 ~ ~y tin'
r ' a • i i` ~ X
r )'s~+' i ~Y, i . . ~ rt vA " {f., ~ } I
^3 x T BRANCH ~ RICKE
~ ~ I°\ ~ - - - - - - - - - - - - - - 75 ~
- - - - - x x - +
50fi' RUNWAY 8-26 ST A. 155 02.3 0
RSA RSA RSA RSA RSA RSA ' v RSA / x EXIST. SLUICE ~ END RUNWAY - R 8 26 EXT ENSION
RUNWAY STA. 149+78.80 ~ x (TO BE REMOVED o Description Date By
TAXIWAY A2 STA. 400+00.00 ~ • • . N = 562312.02
RICKEY BRANCH / x _ o 0 0 x E - 550392.61 0 0
l + ° + + ~ ~
FLOW x k ~ ~
k + RUNWAY 26 STA. 149 k n
96.30 ADDITIONAL CLEARING
B x EGIN RUNWAY 26 EXTEN . SION x & GRUBBING
RP Z SEE SHEET GD-6 Z
N = 562173.49 k RPZ
E = 549905.94 RPZ
ELEV. = 1696.81 v
x k 'Z
EXIST. TREE 16" SWEETGUM EXIST. EDGE OF PAVEMENT
T NEW EDGE OF PAVEMENT Project Name:
(0 BE REMOVED) EXIST. AIRPORT PROPERTY LINE
x
x EXIST. EASEMENT _ RUNWAY 26
a PROJECT LIMITS
x O O O p o ~ x Z RPZ EXIST. RP ~TEN$I~
E o O O O O O ~ ~ ~ 0 O O O RsA EXIST. RUNWAY SAFETY AREA
~ In ~D I~ 00 p~ o + + + x O O O x + + + NEW DRAINAGE PIPE
~fi ~ ~ ~ ~h ~ r- N .t+A~ ~ ~ c0 - " - x - EXIST. FENCE Drawing Name:
J ~ ~ ~ r ~ ~ ~ ~ r uE x ~ rn ~ x ~ ~ - x x ~,y-- FENCE REMOVAL
Ea 00 u EXIST. 1REE
(7 m OI "^"'W`~",^ EXIST. TREES & VEGETATION 12" ALDER
~o EXIST. WIRE FENCE _ x - -F-+-H-~-~-+-f--~-~ EXIST. RAILROAD TRACKS :NCE TO BE R M V GEOMET E 0 ED RIC LAY OUT
~ ~ 0 j°n (TO BE REMOVED`
`o~ c>' VED CONTROL POINT AND
u w~ EXISTING AIRFIELD LIGHT DEM LITI N 0 P LAN
n~ as PROPOSED MITIGATION EXIST. TREE ~ REMOVE EXIST. AIRFIELD LIGHT 6" DOGWOOD
EXISTING PAVEMENT
R DITCH SEE PLANS FO ~m ( (TO BE REMOVED
° ° FENCE M oT ~ REALIGNMENT INFORMATION RE OVAL AND - NEW PAVEM NT REWS MUR E PHY
o a CONTINUES- TO
nnn irnT u.~Tr. . _ _ . _ _ Autnenri nrn,vinn Refnrnnrn~
rRV%Jt~I LIMIIJ >K CLEARING & GRUBBING PFilath.: J:M
SEE SHEET GD- 5 ( 1o ) ,o AAAnD Idrews-GeometriMurphy\Ra3620D c 1e0mol.ititiRonunwayPlan.26dwgExtension\Plans\ e yout La & 50 25 0 50 100 150 Saved: Jun 30, 2003 - B:. 59pm by dslelljes / Plotted: Jun 30, 2003 - 9: 00pm
0 PAVEMENT MILLING & OVERLAY Date:
QM /C mm~ Drawing Number: JUNE 2003
x GRAPHIC SCALE BAR
in Business Unit:
GREENSBORO

r~ /
I ~ ~ . ~i , fxlg~------------ \ , ' / ~ N~1~/1 X1,1.1 1~1~/1 N 1 11 f111 N ~ 11
. ~ T~ HE~ffl'WAL1 ~ >>o ~ ~ ~ ~ ~ / TAXIW Y A TA. 255+02.30 s A S
o ~ ~ TAXIWAY A STA. 249 4.14 ~ ~Qi ,
E~ i ~ t ~ BEGIN TAXIWAY A E TENS! N INSTALL .LEVELING COURSE ~ I~ArnNG END T W Y A EXTENSION - ~ - , AXI A .~Z; , -~o ,
AS REQUIRED TO TRANSITION ~ , _ ` N ~ I N - 562461.38 -ii; 10• I EXIST. TAXIWAY A2 TO MEET 'F- N = 562600.55 ~ ~ -
~ E - 549821.72 ; ; _ E = 550310.45;' ~ ~
Exisr. PROPOSED TAXIWAY PROFILE. T¦: SLOPE - 0.30% l I I , 1 x I
RIP RAP I S O O O DRCH A o o , i O O O O O . ~ ....404+17.12 +~-,r..r + . + W ~ CF6i0K~ COUNIY, NC
EXIST. ~ ~ N M sty w~ ~ ~ iw' cll ~ i
ITCH - ~ . ~ ~ N N ~ p I i N N N N N 1~ , ; ~ NO LAND DISTURBING ACTIVITY ~ THE
404+00
,I , SHALL OCCUR WITHIN 35 FROM r LPA
A I ~ THE NEAREST NATURAL DITCH , _ ~ GRO P _ . U
49+78.8 TAXIWAY A STA: 2 0 ~ DITCH A TOP-OF-BANK. TYP, ~
w TAXIWAY A2 STA. 403+00.00 0` I ~ C ~ ~ - ' ; I AVIATION CONSULTANTS
o 4 = o THE lP ~ R P fN~ o o Cx p~
' INV. I,; i I n ~ -
Ex1sr. 24 RcP I 1695.0 INV. = 1695.5 INV. = 1696.0 C Z s9 yp w w uo uo ' ` w uo uo uo w Z MArnNC , ~ , 7031 Albert Pick Road, Suite 302
ELEV. = 1694.43 a 4 RCP , 14 _ , ~ Gr en r N h - e sbo o, ort Carolina 27409 ~o' ;~~i
. , • 1 .4 `r. 1696.0 _ . ) , • r. D = .5 ~ MATTING SLOPE = 0.29% ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
' 1698.2 _ + I _ _ _ .K.... ~ . - --.~.•-~-••~Y - 1698.2 303+00.00 g~~ a,, CHARLOTTE, NC CHICAGO, IL COLUMBIA, SC I io~
fVH , ~ . -r OLE F _ ,l 1: 1698.0 . ~ )648 1698,.0; D = .6' GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL _ KNOXVILLE TN • MOBILE AL • MYRTLE BEA H ; - SLOPE - 0.42 C , SC
1. . . ~ S~WCI~r SAT. _ - _ VERTI~AL~A~~. " ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
.f DITCH H SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
TACK:. _(TYP.) - ~ - g~;. y ~ . INV. - 1693.2 p ~ 1
INV. = 1693.7 p - . ~ - D 'g Seal:
NEW TAXIW~ ~ INV. = INV. _ TAXIWAY A TAXIWAY A STA. 254+84.80 DITCH I
MANHOLE ~ 1693.0 1694.0 ~ TAXIW~ NEW 24 ~ TAXIWAY Al STA. 303+00.00 CqR ` O~ ~y Technician: ~ Q(
g ~ •.1695 ry - RCP 6 DCS ~:Q
_ 1 m DITCHB 2
_ NEW -24 RCP - g - - _ = 95 - _ . 402+00 C0 INSTALL 10" STEEL ; ~ 30; CULVERT 1 Ch - B ecked by 022998 -
~ 1 _ DI TCH C _ . _ _ ` - - CASING PIPE FOR ~J 302+00 - 138 LF OF 24" RCP 0 .209a CLASS IV - -off PZ MJM G Ib ~ 1 INV IN 1692.58 RW STA 150+24,10 OFF 206.00 LT ~ F ~
- - 3 \ ~ I ~ ~-t--- MATTING g ~ RPZ INV OUT 1692.3 RW STA 148+86.27 OFF 206.00 LT N61NE~;.. ~ g Project Number. •
~ { , FUTURE USE. CAP. o, ,ey INV. = Ps o, ~ INCLUDING FLARED END SECTION ~ ~,~J, CP~~~
1 I DEPTH OF COVER = ~ D = s-9" RA382010 ~~~~ruiim~`~ 7~ 48" CIRCULAR MANHOLE W/ NEENAH R-3491-J LID & FRAME
1 I: ; 1693.0 ~ ~ ~ sLOPE = o.2s~ 3 MINIMUM MATTING ~ 1 } -~6T ~ ~s RW STA 148+86.27 OFF 206.00 LT 2 ~ TOP 1695.54
Q I ~ ` ~ ~ - ~ 1695 CH B ,i ~ NOTES:
i 1 ~ - ~ 1 o - 2.75' ~ i I CULVERT C1 ;b' "
SLOPE = 0.2% ,h ~ ' S ~ - - ~ 3T LF OF 24 RCP 0 .209'a CLASS III 3 INV IN 1692.30 RW STA 148+86.27 OFF 206,00 LT
r ~ I . I DITCH C , ; ~ , h ~ ' ' SAWCUT NEAT NEW `I 1. CONTRACTOR SHALL ANTICIPATE DOUBLE i, INV OUT 1692.23 RW STA 148+60.24 OFF 180,00 LT
VERTICAL FACE. INSTALL 10 STEEL CASING PIPE I ~ ARCH CULVERTS ~ I'; INCLUDING FLARED END SECTION EXTENSIVE DRYING AND SCARIFYING OF
_ _,401+00 I ' FOR FUTURE USE. CAP. DEPTH OF • - 301 ~ ~ TACK. TYP. , ~ ~ . _ EXIST. INVERT 6 DIP , i k - f ~ SITE SOILS PRIOR T 301+00 cuLVERT Al 0 COMPACTION
• _ s ~ COVER = 3~ MINIMUM _ ELEV. - 1694.33 i f 6"' lla~ ~ i _ _ _ _ - - _ ~ ~ 64 LF OF 24" RCP 0 .59~ CLASS IV M ~ i. - " 4 INV IN 1694.76 RW STA 150+56.76 OFF 358. I
C7 ~ ~ TO BE ABANDONED = RSA A ~ , ~ _ ~ , a LT 2. ALL COST ASSOCIATED WITH SAWCUT ' ~ i INV OUT 1694.43 RW STA 150+12,92 OFF 312. T 0 9L
INV. = 1693.7 INV. = 1694.0 BITUMINOUS PAVEMENT SHALL BE
INV. = 1693.5_, F- , 48 CIRCULAR MANHOLE W/ NEENAH R-3491-J LID & FRAME INCIDENTA T TH 5 RW STA 150+1 . FF 31 .9 T L 0 E UNIT PRICE FOR
W - 1696.' RUNWAY 8-26 STA. 154+84.80 ' ~ 2 sz o 2 L ~ TOP 1698.21 MILLING BITUMINOUS PAVEMENT. ` W
_ _ _ _ _ 1696. TAXIWAY Al STA. 300+00.00 ~ ENDWALL FOR DOUBLE ARCH PIPE CULVERTS, PER NCDOT 838.04 W
z ~ x• - ~ ~ ~ 6 RW STA 158+32.75 OFF 210.84 LT
~ } M . •'196. ; , ~,,_4t. ~ {697 . .,.E . g ~ ~f y, . ~ .r ry 169 ~ 1697 6 0 . _ 1696 - ~ ~ i INV 1700.16 (n . r_
169 a ~ 1 ~ ; i 480 LF OF 47"X71" BITUMINOUS COATED L.S.
W - ~ _ _ - - - - 400+00.00 _ : , - - - ---f---~- . , ~ , 30( . 300+00.00 , ~ W --F- - - - _ ~ _ ~ PIPE ARCH CULVERTS, TYPE A, .668" THICK 0 1.48% W
1 1696 _ _ 8 ' ^ _ ~ ~ ~ ~ INV IN 1700.16 RW STA 158+28.32 OFF 210.84 LT I ~ ~ ~ ~ INV OUT 1894.15 RW STA 158+64.29 OFF 202.00 RT
. - , , . _ - . ,
_ _ v_ ~ O - Y _ s _ rr. - --.r.-..r - i ; 480 LF OF 47 X7. BITUMINOUS COATED L.S.
O _ ~ ~ - - x 1 11 y - _ + 6~ ~ ~R - ~ ~ ` ~ ~ 8 PIPE ARCH CULVERTS, TYPE A, .668" THICK 0 1.48% Q INV IN 1700.16 RW STA 158+36.21 OFF 210.84 LT - _ - ~ _I
- w w uo uo un uo ® uo , ' -ou: uu iio - _ - _ - - - r ' - - _ _ . INV OUT 1694.15 RW STA 158+72.18 OFF 202.00 RT _ _ - _ _
INV. = 1693.0 ,1 CO ~ - -=-INV. = 1694.5 _ r ~.5 _ . _ ENDWALL FOR DOUBLE ARCH PIPE CULVERTS, PER NCDOT 838.04
_ ~ , _ - ; ~ - - , ; ~0 1 INV. = 1693.7 " RSA RSA RSA ~ RSA _~~J ~ ~ ~ ~ / i \ ~ i - ~ " _ ~ RW STA 158+68.72 OFF 202.00 LT 9 -
~AWCUT NEAT , ~ Q NWA TA 14 +78.80 ~ ' ~ i , " _ . - _ . ~ INV 1894.15
RU Y S 9 _ F i- E- VERTICAL FACE. . ~ RUNWAY 8 26 STA. 155 02.30 Q
TAXIWAY A2 STA. 400+00.00 . ~ ~ ~ ~ es TACK. TYP.. _ y- ~ . _ E - H END RUNWAY 8-26 EXTENSION
) - s AN. - - - _ T. R CH - - _ _ - B RIC4~E ~y . .
` - - N _ - _ Z ~ - _ _ _ N=561 23 2.02 W
; ' , . _ _ \ . - ~ , 1700 _ _ ~ E = 550392.61 Z
- - RUNWAY 26 STA. 149+96.30 - _ T 4 - ~ - J
i - ~ _
.:.BEGIN RUNWAY 26 EXTENSION . U _ 2 U
~ ~ , N = 562173.49 _ - ~
Q _ ~ - RP - . ~ E 549905.94 , '~co a R
- - RPZ
- - ELEV. - 1696.81 , 16 DITCH E , ; 9s o. Description Date By RPZ
DITCF DITCH E
g RPz
RP DITCH D ~ - "
c , ,
o ~ _ - ,

, MATIING
O O O O O O O O O • O O O O O
0 0 0 0 0 0 0 0 0 O O O O O D=1.5' O
+ + + + + + ~ MATTING I~ 00 0) O r• N M ~ ~ s~ ~ + + ~ + + SLOPE = 0.45y O . + + ~ - ao o~ O DITCH D
st ~ In lA ~ ~ ~ ~ ~ D = 1.25' ~ N ~ In co co
~ SLOPE = 0.75 ' \ ,
~ ~ DRCH E ~ ~ 1
1 . n y - Project Name:
NEW
MITIGATION '
INV = 1692.5 T H . DC R . UNWAY 26
4 IXTENSION
- - _
x
- O a / . - 1 r
m 1 Oi F ~ ~ a \ ~ i ' ~ ' ~ ; ~ ~ ~ ` ~ Drawin Name: - ~i a .r J
° ~ ( . ~ . ~ - _ ~x i ~
I mE / ~o ~ 00 ~
° ~ - _ _ i . -
o~ ~ ~ . r _ RADIN -,1? , - - - - - ~ DRAINA
io ~ ~ o CN .w I p V' W _ ~ - - PLAN
I~ a / IP io ' ~ - - _ ~ -
. o' ~ ~ h c ~ / z ti ~O r : ~ _ .r' - -
w o / r. -
d T\ 3 - ~ I
K9 GD- ~ _ . -2 GD-
1 ~ FENC REMOVAL . ~ . ~ . RPHY NDREWS-MU _
O~ ~ J - nE ~ _ _ (CONTINUES TO , . . _ ~ ~ : J - Autocad Drawing Reference:
~ ~ _
N Path. J' Andrews-Murphy\Ra362010 - Runway 26 Extension\Plans\ MM - • ' r X.. . r/.: j File. AMID Grading & Drainage Plan 1-6.dwg
=N SHEET GL-1 MM rr r x 0 ~ r r _ rrr;rrirr x ~ X ~ 111,11,11,10 ~ ~ , - i Saved: Jul 03, 2003 - 12:57am by MMaddin /Plotted: Jul 07, 2003 - 17: OOom
RON r r r r~~ ~ x 50 25 0 50 100 150 Date: - D 'ng Number: Drawing Number:
Qo r r r r r-~ I / d ,2 JUNE 2003
v N GRAPHIC SCALE BAR easiness unit:
l
GREENSBORO

` t ~Xr ~ ~ ~
~ ~ ~ ~ ~ \ . _ ~ ~ ~ a,xm ~ m ~M. ~r - _ 1
\ I ` ~ . ~ - ~ ~ ~ ~ , ~ _ ~ _ _ _ ~ P'YWft11~7-IYNrlfrll I'11f1fVr11
~ 'x \ ° , ~ ~ \ ~ 1 ~ ~ \ - A V. - _ ~QQ _ , R
t \ ~ \ ~ - ~ R . ~ ~ _ _
~ ` ~ ~ - - ~ ~ ~ ~ ~ ~ ~ • S •
~ \ , \ ~ ~ ~
~ _ _ \ ~ \ \ \
1 ~ \ x'~~ -
1 > ~ ~v _ - _ . /1~~/~y~ , ~ A ~ ~ - - ~ ~ • ~ ~ \ Vf~M~LG VWI~I I, IN
f ~ . ~ ~ ~ 1 ~ \ ~ ~ ~ ~ 1~ ~ _ _ , ~ ~
~ ~ ' ~ i / ~ ` V ~ ! . . ~
~ ' ~ ~ \ ~ ~ ~ TH E x
~ ~ ~ . ~ : , ~ . _ _ A
.
. _ UP R ~ ~
~ ~ 1 / J ~ ~ - O / ~ _ AVIATION CONSULTANT
~ / ~ , ' ~ MArnNG / k ~ ~ 1740 ~ ,
~ 1 / ~ \ _ ~ 170 V ~ R - LPA Pf oN orth K p,a
~o' \ ~ ~ ~ - , , J e 302 , 7031 Albert Pick Road Suit
D=.6' ~ SLOPE = 0.42f. , . 1 Greensboro, North Carolina 27409
DIT ~ ~ , CH H ~ _ , ~ ; - ~ ~ , . ~ ~ ~
k` ~ _ - ~ ~ ; ~k_ . ` , ~ _ ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC ~ , ~ , ,
~ , _ CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC ~ ~ ~ ~ ~ ~ ~ ~ . ~ - ~ . GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
r ~ 1 ~ ~ ~ ~ ~ ~ ~ 1 X35 , > KNOXI~LLE, TN • MOBILE, AL • MYRTLE BEACH SC
k 1 , ~ _ ~ ~ ~ ~ , . I . ORLANDO, FL • RALEIGH NC • RICHM
----1 x ~ ~ - - ~ ~ ~ ~ - ~ ~ _ - . I SARASOTA, FL • TAMPA FL • WE T P - S ALM BEACH, FL
Y7Q9 . • DITCH H k ~ i , ~ ~ . _ ~ , \ ~ I Designer Seal:
1 . ` `
• I CAR
/ ~ , I Technician: ~ ~
• \ I pCS : ~ Q~0 , ~
x ~ _ ~ ~ ~ - -
-EXIST. PIPE , . ~ ~ ' ~ ` ~ Checked by. - 022998 - - - - NEW DRAINAGE PIP \ ` I I -
~---i675~. - E • ¦ 675~ ~ - ~ - EXIST. CONTOUR E , ' I I ' M~II) '1 ~ NEW - ~ G 8 UNDERDRAIN
~ x . ~~o ~ . ~-1675'~ F 675 FINISHED GRADE ~ ; I ' i Project Number , CIHE
_ _ ~ 1675.5 S x 0.36% NEW UNDERDRAIN SLOPE ~ , I ~ ~P~~• 1675.5 SPOT E ~ MEN LEVATION CO ~ : I i RA362010 ''~~nnn~~~``
. X \ E EX Q NEW UNDERDRAIN CLEANOUT I , + I i IST. AIRPORT PROPERTY LINE , I . I ~
_ _ E EXIST. PROPERTY LINE (OTHERS) NEW UNDERDRAIN END TREATMENT I i
EXIST. EASEMENT , , I' I NOTES:
•n••°° PROPOSED PROP AEEMENT Q NEW MANHOLE ~ ~ i ` I
p ~ . _ - - ERTY E ~ ' ~ I . PROPOSED PROPERTY LINE 1 NEW STRUCTURE NUMBER `I I ~ ~ GRADING LIMITS ~ , , , 1. CONTRACTOR SHALL ANTICIPATE
- - ~ - - - . . , ~ ~ p _ DISTURBED LIMITS ~ ~ ~ ' I
N _ - ~ E' P ¦ NEW DROP INLET W INLET PROTECTION ~ ~ , EXTENSIVE DRYING AND SCARIFYING OF ~--I-i-~--H- EXIST. RAILROAD ~ - - ° ` I
~ _ _ • _ ~ ` ' I ~ SITE SOILS PRIOR TO COMPACTION - X - EXIST. FENCE I '
~ 1~OS - x ffr- x I/F x ffi E; ¦ - _ . _ , E, x ~ x ? EXIST. DRAINAGE INLET I I ~ ~ EXIST. FENCE TO BE REMOVED I , i
_ x NI - - - - EXIST. EDGE OF PAVEMENT NEW I I I 2. ALL COST ASS RocK cHEac oAM , I OCIATED WITH SAWCUT NEW EDGE OF PAVEMENT I , I I BITUMINO
• . - _ - _ EXIST. TREES do VE TA11oN I US PAVEMENT SHALL BE GE
W ~ E; x, E, ~ EXIST. AIRFIELD LIGHT B TEMPORARY SEDIMENT TRAP ' I ' INCIDENTAL TO THE UNIT PRICE FOR ~
~ 0.P E) ~ ExlsT. AIRFIELD ucHT REMOVAL I . MILLING BITUMINOUS PAVEMENT.
0.P EXIST. LIGHT PO I I x ~ ~ I ~ i
~ E) ` x W o- EXIST. POWER POLE NEW IN - I LET PROTECTION CULVERT , x
W ~ _ CONTROL POINT I ` , I ~ I ~
~ NEW DITCH RIP RAP I I
~ , ~ _ ¦ _ ¦ TE \
TEMP. SILT FENCE ,r~ : PROPOSED PAVEMENT CONSTRUCTION x I ` ' x m I O
_ ~ x, . ~ ~ ~;~I_`I 0
- - ~ x ,.-t~ ~ ~ _ _ 1' . I
r ~ ~ ~ ~ W / I i /t 1 .
t0 _ ~ _ _ T ~ 1 ~
N ~ _ 1 - - II ~ , x _ I . y _ . - - _
Q 1~ ~ Ix~ . LL - D ~ ~ i x - i - - - Q x - - _ ~
O 1~0 ~ O _ p ~ ~ 1. - _ _ f^ x _
O ~ p ~ ` O ~ p ixl ¦ O / ~ V/ J" ~ -
1 - + ~ + + ~ ~p ~ ~ ~ ~ - O x ~ O
Z co cp ~ ao ~ co O ,ix ~ N- M, + ~ +
r.. ~ ~ cp ~ ~ ~ Off" J ~ ca ~ - ~ . _ ~ , - ~ r- ~x ~ - ~ / ~ y ~ ~ F _ ~ ~p ;
~
~ • ~ ~ _ x ~ L ~ ~ ~ x. . ~x j ~ ~ ~ i' ~ , - ~ %
LL ; r ~ f ~ v 1 x ~ x - _ ~ - ~ ~ - i
1 ~ 1 ~ ~ ~ ~ / _ ~ 5 - - ~ r - i 1
v ~ ~ ~,y! ~ ~ ~ • ~ cam. w-~ _ f - ~ FIEVI810NS
\ \ ~ ` ` / - , , _ _
t 1 1 / x AIn~, ~ ~ ~ ~ ITV IL• • I ` ~ ~ _.x ; o. Descri tion _ y P Date B - ,
~ ~ / • FOR ~ t ~ . CLEARING & -
~ DITCH D ~ ~ - , _ _ GRUBBING, SEE ~ ,r. x - - - - - -
- . SHEET GL-1 - x ; ~ : _ - 9
, i, ~ x -
MATTING • _ - ~ i b - ~ y _ ~ _ _ Ap - r ~ ~ ~ a
~ h ~ • ~ / X `d~ ' 1 l U , x ,air , ' ~ ~ 1. " ~ , . , i ~ I
- ~ ~ ~ _ i D=1.5. ~ - , ~ - _ _ . _ x - ^ ~ - - ~ ~ ~ - - - ~
SLOPE _ x ~ • - , ` ~ 0 45~ ~ ~ - - _ - ~ - ~ - _ ~ ~ ~ x ~ - x / - ~ ; - - - ,
DRCH D - - . - ~ ? - , _ ,..w ~ . - - , -
. - ~ _ ~ - ~ _ x - ~ - , - - x _ j i
- - - _ . / ; r _ _ - ~ - / ~ ,
~ r - ~ _ _ x
_ . i/ ~ x ~ • y - . ~ - - - _ x _ 11
~ , ' x
/ x ~ _ ~ , - _ , ~ x s~ , _ . _ ~ _,,~s - _~~"a""
~ _ ~ - - , - Project Name:
~ , x i _ _ ? ,rte ~ _ y ~ - ~ - ' ~ - ; x - _ .
- ~ _ ~ - - ~I _ , ~ ~ , _ , _ ~ _ ~ . _
s ~ - - x = ~ , m _ ~ = ~ _ _ ~ - _ D - _ - ; RUNWAY 26 - _x ~ - -
. ~ - , x~- EXTENSION ~ This Survey is Referenced to the North American Datum of 1
- - ~ r / - _ 983 (Horizontal) and the North American Vertical Datum of 1988. All Traverses are closed and
f o _ _ ~ ~ ~ ~ have a minimum closure of 1:20,000. Combined Grid F P actor Used for this
- / . , ~ • roject is :0.99979632 All Distances shown are Gri d Lengths. All Benchmarks Drawing Name:
- Y .r - / / / I ~ ny ~ ~ ~ / i i ~ / / have been Verified by Double Run Differential Levelin . 9
' , - . r - . ~ / s. o ~ - - ~ - i ~ . y.r-, . ' ~ i - - - _ ~ ~ - i a i
o~ - / ~ - _ r i
l ~ ~ - ivy - - ~N ~ - ~ - . ~ _
an ~ ~ 1 ~ ~ - ~ _ _ 1p GRA DING DRAIN A
_ ~ ~ , _ P LAN
x~ / - . ~ r wo ~ ~ x
a ~ ~ ~ - - ~ i . -
. ~ c - i ~ ~ ~ f _ _ , ' x , ~ Gp. _ _ -2 ~ GD-
~ / ~ _ GD-1, ~y.
o v i r ~ ~ ~ ~ - ~ I ~ ~ ~ ~ r ~ _ " ' -.J - - ~ AND
REWS- - ~ ; MORPH Y
,r I
i 50 2J Drawing Reference: ndrews-Murphy\Ra362010 - Runway 26 Extension\Plons\ / O ~j 0 Grading & Drainage Plan 1-6.dwg
a~ y ~ x / 1 I I,~ !f 50 100 03 150 , 2003 - 12.57om by MMaddin / Plotted. Jul 07, 2003 - ib llam
LD Drawing Number:
, _ ra _ / x 1 I~ I ctp JUNE 2003 GRAPHIC SCALE BAR
x Unit:
REENSBORO

, i . . ~ ~ t / A l
l \ \ 1 ~ ` t~I _ I ~ ; / r
~ . \ 1 r ' . ~ / ~ . ~ - ~ - . , ~
~ - ~ ' i , _
\ _ . , \ -EXIST. PIPE t v ° I ' , I I v. \ ~ - ` ~ ` NEW DRAINAGE PIPE t ~ t' 1,, , , ~ %~1; . I I t , t , _ , ~ -
~~---t675~.- -EXIST. CONTOUR N 1,., 1 ,~.;Ir I \ - _ \ ~ EW UNDERDRAIN ~ ~ r , . ` ~ ; t a l . ` . I - , w. ' _ / ~
\ ~ \ . \ ~ `._1675^ FINISHED GRADE ~1. i\ ~ ~ + ~ . ; ,1 i a ' i ` l I _ _ , - ~ ~ - _
' ~ ~ ~ , ' % ~ NEW UNDERDRAIN SLOPE , . ~ , ~ • . • i r " \ t , , \ - 036 I ~ ~ . ~ I i ~ ~'~l tr~ i _ _ _ ~ ~ 1715 _ ~ ~ - - ~ _
` 1675.5 SPOT ELEVATION ` \ ~ ~ ` . ~ ~ . ~ v , ~ NEW UNDERDRAIN CLEANOUT v. , v ~ v ~ , . v y` _ _ _ ~ i
EXIST. AIRPORT PROPERTY LINE : ~ ~ I I I \ \ \ \ , \ . \ , v ~ I \ \ ri ` VfQ11111GG VV1A~1 I,
E S ROPERTY LINE (OTHERS) NEW UNDERDRAIN END TREATMENT ~ I \ \ _ - EXIST. EASEMENT ~ t ~ ` \ \ I ' , ~ \ Q A \ ~ ~ - ~ , - ~ ~ ~
. \ ~ NEW MANHOLE , . ~ , ~ ' \ \ , ~ m.~..,~,,..., t 1 \ \ \ , \ . . ~ ~ PROPOSED PROPERTY EASEMENT I - A ~ ~ - \ ~ .
PROPOSED PROPERTY LINE r \ ` , ~ ~ ~ ~ ~ ~ ~ ~ NEW STRUCTURE NUMBER ~ v~~: ~ . , ~ v ` . v ' ~~a _ ~ _ ~ , ' ~ i i.
\ ~ ~ - - GRADING LIMITS \ ~ \ ~ ~ \ ; ~ DISTURBED LIMITS ' \ \ ~ t ' I . ; I. ~ , ~ , - , l~ ~ , -
V~ . ~ p ¦ NEW DROP INLET W/ INLET PROTECTION = _ _ _ _ - - _ ~ I ' \ . , ~ , , ~ , ~ ~ ~ ~ ~ , i T-ri-r- EXIST. RAILROAD , , . OUP
+.,.I I ~ x-«-x- EXIST. FENCE - \ I ' ,ti. ,,I~ . , , , - _ . _ _ , , - . CONSULTANTS
_ _ ~ ? EXIST. DRAINAGE INLET I r ' t I , I . ~ : , r \ \ _ . , ~ x ~/F- x ,yl- x t11 EXIST. FENCE TO BE REMOVED + . I r r - + r \ ' 1 . - ` ~ AVIATION _ . ~ _ _ ~ / ~ r
. ~ . ~ \ , . - - - - - - - - EXIST. EDGE OF PAVEMENT ~ ! , ~ I 'r+ , I \ _ . . „ _ NEW ROCK CHECK DAM _ ~ i. , r . , r 5 LPG R - - . - of ooh
t - ` ` NEW EDGE OF PAVEMENT i , , . _ , \ EXIST. TREES & VEGETATION , ` _ ; , r ~ ~ . '
~ ~ . ~ . ~ TEMPORARY SEDIMENT TRAP ~ ~ , , ~ ~ , . : ; - ~ _ _ - - _ - 7031 Albert Pick Road Suite 302
~ : ` ~ ~ EXIST. AIRFIELD LIGHT \ . _ \ _ ~ r~~" _ Greensboro, North Carolina 27409 ~ ~
EXIST. AIRFIELD LIGHT REMOVAL . - 0.P EXIST. LIGHT POLE ~ " - - ~ - ~ - - ~ = - _ ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
_ ~ ~ EXIST. POWER POLE NEW INLET PROTECTION -CULVERT , _ J - . ~ , ~ CHARLOTTE, NC • CHICAGO IL • COLUMBIA ~ y~..,...-~- _ _ _ . ~ , - . , ~ ~ ~ - _ _ GREENSBORO NC • GULFPORT MS •
_ , - r _ CONTROL POINT _ , ~.T_~~ _ ~ ~ , i _ , - _ - _ . JACKSONVILLE, FL . . _ _ - - ; ~ - - l _ ~ - KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH SC _ . ~
" : - _ , ~ . _ ` . , ...---r _ _ ~ ~ , _ . _ _ _ - - , - ~ - «.r--. ORLANDO FL • R • _ _ _ _ r~-. ~ . ALEIGH, NC RICHMOND, VA _
RIP RAP - - - NEW DITCH + - . _ s - - SARASOTA, FL • TAMPA, FL • WEST PALM BEACH FL l _ _ _ _ . - _
ate, ` ~ ' ~ ~ TEMP. SILT FENCE PROPOSED PAVEMENT CONSTRUCTION r-~" I , r ~ - I
\ . ~ - 168 „ M ;i`_ " . - Designer: Seal: _ ~ , - f
- ~ i ~ " _
r ~ ~ _ _ _ - AIRp . _ _ \6 _ _ _ _ ~ - ;,y,~. CAR _ ~ p ,
f---- ~ 0 R ~ ~ , ` mum ~ , . ` - - - ~ - - - . - _ _ - - - - - _ Rr - _ _ _ . _ _ '4E~~ ' _ _
. "
- _ - - _ , - 19~ - - _ - - - - ~ Checked b = - ~ - ~ Y 22998
. 29 - - - - i MJM
~ ti - . " ~ _ _ 1680 ~,F ~ NOTE. %~'.F ~
~ ~ o - _ ---~.____~t _ _ - - _ _ - - - ~ - ' Project Number. - ~NO LAND DISTU I CP`~~ ~ , RB NG ACTIVITY MES
S _ - - _ _ _ f ~ SHALL OCCUR WITHIN 35 FROM
_ _ - - i ~ `1 i ~ ~ a, THE NEAREST NATURAL DITCH
- - ~ I ~ \ _ ' NOTES:
- y ~ ~ / ~ ~ TOP-OF-BANK. (TYP.) ` , _ _
~ _w.- _ RPZ : 1. CONTRACTOR SHALL ANTI _ ~
PZ - ~ - EXTENSIVE DRYING AND SCARIF ' ~ ~ YING OF _ - - . -
\ „ • ~ ~ ~ - - SITE SOILS PRIOR TO COMPA T - C ION ,
- I?PZ _1 ~ _ - - .r~~-- _
_ _ _ _ . ; ~ , RP \ z . 36 CMP ~ - 10 2. ALL COST ASSOCIATED WITH SAWCUT
Z . _ lNV. = 1672.41 , y 6~~ . _ BITUMINOUS PAVEMENT SHALL BE
\ I (TO BE REMOVED ~ ~ , ~ - _ INCIDENTAL TO THE UNIT PRICE FOR i /
~ , . ~ o MILLING BITUMINO P _ , / W US AVEMENT.
o0
P \ ,1 ~~f'i -r _ ~
~ , _ x, S ' y EXIST RUNWAY LIGHTS - -
0 \ \ _ r \ TO BE PR - - .~'a~/ AIS XISTING OTECTED - W
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. RPZ . _ _ _ _ _ r_ , 1--. D=1.35'
_ _ - _ - - - SLOPE = 4.45%
DITCH F
. _ _ I _ ~ ~ ~ ~.v--= - - _ y _ . _ _ _ ~ Project Name: _
I ~ . - _ _ _ _ _ _ . _ i _
~ _ RRR ~ 4.~ - - , _ . _ 1675 - _ _ - _ _ _ AY 26
` _ _ _ RRR + , - - -
P RRR 1 r,, - - - EXTENSION
R ~ 7 ~ i
~ .
RR 7 m RRR , • , _ - Drawing Name:
i a ~ - - - _ _ - _ i
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r E i..' ~ , RR r o ~ RR ~ . ~ ,i ~ -
o ^ . RR R i _
i ~ ao i Rte" RADING D & RA WAGE RR 1
o / / %o ' RR R PLAN
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~ ~ / , ~ ~ ~C/- / G
~ T o y, G,'/: _ = ANDREWS-M URPHY
^ . ' , Autocad Drawing Reference:
Pnfh~ .f \AnA.a.~~_IAiirnhu\a..'tc~nfn
~I File: AMID Grading & Drainage Plan 1-6.d Saved: Jul 03, 2003 - 12:57am by MMaddin / Plotted: Jul 07, 2003 - 11 13.,
~r~ ~ ` 50 25 0 50 100 150
QO / ~ ` Date: Drawing Number: ~ Ism I
~ _ JUNE 2003
- ~ Business Unit: GRAPHIC SCALE BAR
GREENSBORO

LEGEND
— — —1675- - - - -
EXIST. CONTOUR
--•--1675'---
FINISHED GRADE
X 1675.5
SPOT ELEVATION
■■�■■�■■�
EXIST. AIRPORT PROPERTY LINE
- -
EXIST. PROPERTY LINE (OTHERS)
------ --
EXIST. EASEMENT
PROPOSED PROPERTY EASEMENT
- - -
PROPOSED PROPERTY LINE
GRADING LIMITS
DISTURBED LIMITS
EXIST. RAILROAD
- x x x -
EXIST. FENCE
- x hV- x AY- x oW
EXIST. FENCE TO BE REMOVED
- - - - - - - -
EXIST. EDGE OF PAVEMENT
NEW EDGE OF PAVEMENT
EXIST. TREES & VEGETATION
EXIST. AIRFIELD LIGHT
EXIST. AIRFIELD LIGHT REMOVAL
OLP
EXIST. LIGHT POLE
o
EXIST. POWER POLE
e
CONTROL POINT
�- — - ►-
NEW DITCH
■ ■
TEMP. SILT FENCE
EXIST. PIPE
NEW DRAINAGE PIPE
uo NEW UNDERDRAIN
0.361 > NEW UNDERDRAIN SLOPE
SCO NEW UNDERDRAIN CLEANOUT
-� NEW UNDERDRAIN END TREATMENT
Q NEW MANHOLE
ONEW STRUCTURE NUMBER
P NEW DROP INLET W/ INLET PROTECTION
❑ EXIST. DRAINAGE INLET
NEW ROCK CHECK DAM
B TEMPORARY SEDIMENT TRAP
1�
NEW INLET PROTECTION - CULVERT
RIP RAP
n l� PROPOSED PAVEMENT CONSTRUCTION
DITCH F
- DITCH F
---- ---•_ - - -----------� ---- -- --—------- --- --_--- DITCH F
OfROKEE COUNTY, NC
THE
LPA
GROUP
AVIATION CONSLUAAWTS
THE LPA GROUP of Noah ClI ft P.O.
7031 Albert Pick Road, Suite 302
Greensboro, North Carolina 27409
ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
KNOXVILLE. TN • MOBILE, AL • MYRTLE BEACH, SC
ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
Designer:
isi Seal:
.o��N OARp
Technician:
DCS ''� . Q�of •''
Checked by.
022998
Project Number: '" N/o31
0 E�3 ��c
RA3B2= MEI �,,•��
KIM
1. CONTRACTOR SHALL ANTICIPATE
EXTENSIVE DRYING AND SCARIFYING OF
SITE SOILS PRIOR TO COMPACTION
2. ALL COST ASSOCIATED WITH SAWCUT
BITUMINOUS PAVEMENT SHALL BE
INCIDENTAL TO THE UNIT PRICE FOR
MILLING BITUMINOUS PAVEMENT.
Description
Project Name:
RUNWAY 26
EXTENSION
Name:
Date By
GRADING & DRAINAGE
PLAN
ANDREWS -MURPHY
Autocad Drawing Reference:
Path: J:\Andrews—Murphy\ROM2010 \Andrews—Murphy\Ra2010 — Runway 26 Extension\Plans\
File: AM10 Grading & Drainoge plan 1-6.dwg
Saved: Jul 03, 2003 — 12:57am by MMaddm / Plotted: Jul 07, 2003 — 11.14am
Date: Drawing Number:
JUNE 2000
Business Unit: GD -5
GREENSBORO

~ ~ - V / ~ ~
~ _ ~6' ~ ' I ~ i ,
9~. ~ - . ; 1700 , ~ , ` I _ ~ ~ AI~WS-~RPHY ANPOR'T - - ,k H
~ ~ . -
~ ~ _ -
~ ~ _ . ~1 -
, . . . I _ ~ _ _ {
' ~ \ _ . ; ~ ass = _ _ -EXIST. PIPE I I _ _ ,
- - ` - - : / ~ _ . _ _ _ _ _ NEW DRAINAGE PIPE ~ ~ -
- ~ ~ t 675 - EXIST. CONTOUR ~ ` j - - ~ NEW UNDERDRAIN ~ ~
1675'-` FINISHED GRADE - - _ - _ . - _ _ N ~ ~ ~ , / VWI~I li IN
- _ _ ~ - 0.36 EW UNDERDRAIN SLOPE - _ _ _ _ = - x 1675.5 SPOT ELEVATION 1 _ „ . i
_ - _ ; _ .'ice`.. . NEW UNDERDRAI _ E . TH P
- EXI T. I ~ N CLEANOUT - - ~ - - S A RPORT PROPERTY LINE _ A
is - - EXIST. PROPERTY LINE OTHERS NEW UNDERDRAI ~ s { ) -C N END TREATMENT _ . - - ~ EXIST. EASEMENT LP fMENT . .
- ~ ~ .m~-~-~w PROPOSED PR Q NEW MANHOLE OPERTY EASEMENT R UP
- - PROPOSED PROPERTY LINE , ~ ~ ~ ~ 1 NEW STRUCTURE NUMBER AV ATION CONStATANTS
GRADING LIMITS
DISTURBED LIMITS - -I--F- EXIST. ~ ~ NEW DROP INLET W/ INLET PROTEC110N H~- RAILROAD 1'!E LR~ R of Horth ROTECITON _ _ _ _ . N P
\ EXIST. FENCE 7031 Albert Pick Road Suite 302
? EXIST. DRAINAGE INLET ~ - x fff- x fff- x fit EXIST. FENCE TO BE REMOVED Greensboro Nor th Carolina 27409
` ~ - - - - - - - - EXIST. EDGE OF PAVEMENT ~ NEW ROCK
i NEW EDGE OF PAVEMENT CHECK DAM ~ _ _ ON EXIST. TREES & ATLANTA, GA • BATON ROUGE LA • CHAR LESTON, SC
VEGETATI ~ ~ EXIST. AIRFIELD LIGHT B TEMPORARY SEDIMENT TRAP CHARLOTIE, NC • CHICAGO IL • COLUMBIA, SC GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE FL
i f i EXIST. AIRFIELD LIGHT ~E REMOVAL KNOXVILLE, 1N • MOBILE, AL • MYRTLE BEACH SC
r ~ 0.P EXIST. LIGHT PO ' ORLANDO, FL • RALEIGH, NC • RICHMOND VA
~ EXIST. POWER POLE ~ ~ NEW INLET PROTECTION -CULVERT SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL ~LVERT
i ~ CONTROL POINT
i NEW DIT CH RIP RAP Designer: Seal:
JSJ .....r
¦ ~ TEMP. SILT FENCE PROPOSED PAVEMENT CONSTRUCTION _ ~ ARD ZUCTION Techrncian: c~~. ,
~ pFESSi~ .2 D ~ ~~Q~ CS
- ¦ \ \ Checked by. =
_ ` ~ _ - 0229 8
MATTING ~ ~ - - - \ - _ ~ ~ - MJM (~-fig-Q3 •
- ~ / Pro~ectNumber. .,•?••......••'P~~. _
D = 1,36 ~ SLOPE = 0.46% ' ~ _ ~ ~ MEN i.. ~ _ _ RA382010 ++rrrrunn~~~~~
DITCH G ~ _ _ - ~ . - _ ~
- . ~ ~ - -~--t~&5_ , NOTES:
i _ .
9e. EXIST °NOAA-.MONUMENT ' ! ~ ' 1 _ _ I, _ _ LA T 35' 11 46.1 ~z'S7" ~
IT - - - - - D CH G - ° - I 1. CONTR - ACTOR S
p LONG _ 83' S~' 45.301 " HALL ANTICIPATE I r . - - EXTENSIVE DRYING AND SCA
~ ~S - - RIFYING OF
O ~ - ~ SITE SOILS PRIOR TO COMPACTION T _ \ ~ _ ~
(3 ~ - _ I _ ( - _ ~ 2. ALL COST AS
' 85 ~5 H 16 16 _ I , - - - - - SOCIATED WITH SAWCUT
- . . _ . _ W - ! ~ I BITUMINOUS PAVEMENT SHALL BE I _
W - ~ ~ - L - _ INCIDENTAL TO THE UNIT PRICE FOR . I
_ ~ - _ 'd W MILLING BITUMINOUS PAVEMENT. y. ~ -
~ r EXIST. DI T CH i _ - _ ~ f' W Q I
. W _ . l
W ~ - - - _ EXIST.- RUNWAY" rIGHTS_ - - 1 ~ ~ ~ 1 ,
~ _ . -----.~TO BE PROTECTED - - 1 W . - I'
- TYP. _ _ _ _ 1685 I fi-~ , ~ W - I ~ - ~ i r _ ~
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O O O O O - p - _ _._M1_, y o. Description Date B _ .
+ O O O O O O _ -I- ? ~ O O p - O O
~ N N N N ~ p n O O p O~~- O
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' DITCH F

~s
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` 1~9 DITCH F
..Ti....T~.¦ ~i~ ~ . . ~ vim..¦~.¦ . •
~ • • • ¦ ~ ¦ . ¦ • ~ - ~ Project Name:
~ ~
~ ~ ~ ~
3 - _ _ - ~ RUNWA ~ Y 26
' EXTENSION
0 a 1 1
o ~ _ ~
p ~ J~
rn E ~s cp 9y _ Drawing Name:
V'~ I
O~ ~ 2 ~ I
/O \ CN p _ ~ \ _ _ . GR
%O ~R o- ~N~ ADIN G DRA INA
RRR v xa PLA
w ~ RR ~y ~ Na . N L
RR ~ GD- 2 GD-
~ D ~ - _ - _ - _ RRR ~ GD-1
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O T . _ N ~ N O \ ~ ~ _ . ~ RRR ~
i ~ ~ TN - \ - AN _ DRE - WS MU _ _ RPHY
- - - RR Ram
s RR 50 25 p 50 EAndh awin Referenc1-e:6.dwg
RR RQ* as 50 w - _ s Murphy\Ro362010 Runway 26 Eetension\Plans\ ding & Drainage Plan
1685 \ 003 - 12: Slam by MMaddin / Plotted. Jul 07, 2003 - iP.14am
Drawin GRAPHIC SCALE BAR g Number:
NE 2003 RRRnit:
RRR. E 1eB RO

A~'~117i 'M~ I Aflf VIl i
A
r~ _ -
EXlSTIMG ~ - - 1702 u~'
1702 , r ~D~Y, ~
N
i
i THE
I~ ~ ~ + LPA
1700 1700 I - - - - -
I PROP SED GRA E J - - GR P - OU _ -
I I Exisr~ c - - + AVIATION CONSULTANTS GRAD
I II ~ ~A P
I o.oos x o.o» x 1702 R fNr OU o o th r 1 ]02 8 P~
° 1698 1698 ~ I > 7031 Albert Pick Road Suite 302
~ I ~ a ' ~u~ ~ Greensboro, North Carolina 27409
ao ~ , I °f•
cV r- II ~ II ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
+ u ~ N N 1700 > CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC ~ 1 ]QD GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
1696 1696 3 KNOXVILLE, TN • MOBILE, AL • MIRTLE BEACH, SC
+~+J ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
Designer: Seal:
1698
1694 1694 1698 ,15,1 CAR
4( , Technicion: Ott •
rr. r~ ro aorl a0 aorn rn 01 °f c°v o ~co • p4ESSlp ; DCS ; ~ ~ Q~ 9~ . ,
0p ao oD ~ ao 0 00 0 00 ~ ao o ao ~ 00 00 a0 oD ao PROP SED s E
cep ~ c~0 co ~ ~ c~0 ~ m cep ~ ~ ~ c~0 m ~ ~ ~ ~ ~ ~ ~ ~ ~ 1696 GRAD Checked by. = 022998 _ ,03 _
1696 JM( i8 . N - • F
9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 rn • NCINE~.• • ~ p Project Number: J P~.``~ ~ . MEN C
2 1 0 2 4 6 ~ c~0 RA382010 '~h,nnn~~~~`'
v7
p II
1694 GRAPHIC SCALE BAR -VERTICAL 1694
SJ aw
~ V7N Od ~o N
r~ ~ ~o r ro M
ExrsnNc GRADE ~ rnr o
- 99~ 1700 - 1700 99+50 100+00 100+50 101 +00 101 +50 102+00 102+50 103+00 103+50
PRO OSED GR DE 2 1 0 2 4 6
1690 1690
II
+W GRAPHIC SCALE BAR -VERTICAL
I
1680
1680
In c0 0) p M OD op N M tC ~ O ~ 1~ M 01 d M co c0ao O~rn Or NO Min N~ tp0 000 01r On NO
coo ~~i ~~i r;~ riao ro° r°o r`a. aoo a0o rn~ o~~ rn~ rn os~ rn~ rn rn rno rno rn
c0'~ cG ~ tD ~ c0 c0 c0 ~ c0 0~ n c0 n r0 ~ ~D c0 n
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
10 5 0 10 20 30
GRAPHIC SCALE BAR - VERT1CAl
N O ~
O ~O
1730 ~ ~ 1730
100 ft VC 5 ft VC N I + II REVI310P~ C u7
fl N N N>
v w ~ o, Description Dote By J OD VI fA W
~ ~ rn " ~ ~ N ~
1720 1720 ~r
~r ~r M~
ON ±N II II N N + ~ PROPO D S o.o x
~ ~ VW W N ~ GRADE z. 3 ~
W W 1J ~J II N W W aW aw ~ ~ ~s a w •o
1710 1710
-y----
1.947 % -
- - 1700 - .o o.o x fxr nrv 1700
s GRAD
N~
I ~N ~a Project Name:
~o + r
1690 I 1690
~ 51 RUNWAY 26
co ~ a w J
N W EXTENSION
J 1680 1680
0 Drawing Name:
vo o~
RUNWAY T 1 s ~ AXIW 7o AY
a° 1670 o,
;a ~o 0~ PROF~ES
~O
~r ~M ~M ~ ~c0 ~~t NN 001 ~ 00 OM v' N~ Nr Np NN Nap Or Oa0 Orn OM 01 ~ ~N Ors ~o Sao N~ Sao O~ M,~ Oap r~N r~ N~ I~~O ,oo tDp ~ N~ Nr
wv CDC CDO CDO 00 r-O NO ~jN P7 N lnM ~a 1660 r r ~ ~ r ~ r r ~ r ~ ~i c0 M a0 ri 0~ ~ ri (V ~ ~ ~ un ~ nj ~
c~ ~ co ~ c~ co co ~ co ~ ~ r ~ r ~ r r ~ ~ r r r ~ ~ ~ - 1660 ~r rr n r r t`~ I.r r~ ter-
ANDREWS-M URPHY
21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50
14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 Op N ~E Autocad Drawing Reference: Path: J'. \Andrews-Alurphy\Ra362010 -Runway 26 Extension \Plans\
1"11 1\1\~f•\/ AA !~1"1AA RP1/1r11 1~
KUIVVVHY Lb tKSH F'KUI Lt Sa ed Jul 02~ 2003 - 10:17am by dstelljes Plotted: Jul 02, 2003 - 10 18am
10 5 0 10 20 30 50 25 0 50 100 150 Date: Drawing Number:
u~
c~ a° JUNE 2003
ra GRAPHIC SCALE BAR - VERTICAL GRAPHIC SCALE BAR - HORIZONTAL Business Unit:
Y u o > a o N GREENSBORO

_ _
ANDfEVVS-MURPHY AN~'OR'T
r.
i0 VrT.fM1GL NW111 I,
-1 1
° O° o 8 °a ~ 2 ° c
THE
„ 5' LPA _ _ 12 NCDOT
57 WASHED STONE MIN. ~ ~ GRO P -
FILTER FABRIC # V CLASS B RIP RAP
PLACE 1' MIN. LAYER OF AVIATION CONSULTANTS 3 2'
NCDOT N0. 57 STONE OR ~ R
APPROVED EQUAL ON UPSTREAM CLASS B THE LPA R OUP of North 8 MAX p~~
FACE OF CHECK DAM No. 57 STONE 12" ( ) EROSION CONTROL FLOW-~ 7031 Albert Pick Road, Suite 302
STONE o Greensboro North Carolina 21409
3' ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
CLASS B ~ o :o0 1.5' WEIR CULL 3 CHARLOTTE, NC • CHICAGO, IL + COLUMBIA, SC
, ° CULVERT TOE GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL FILTER FABRIC KNOXVILLE TN • MO I •
RIP RAP 5 ° 0 ° o o~oo ° a°o°$p 0° ~ ?'1 B LE, AL MYRTLE BEACH, SC
° o ° o o° ; ~ FLOW ° b ° ORLANDO, FL + RALEIGH, NC + RICHMOND, VA FLOW SARASOTA, FL • TAMPA FL • WEST PALM BEACH, FL
Ow ° ° °°°°~00 18 -24 AS DIRECTED aooo°oo ;
° o ° 8 0 ~ BY THE ENGINEER 0~~ ° ° °u0 DAM REQ'D STORAGE CAPACITY(FT~ WEIR LENGTH FT REQ'D SURFACE Designer: Seai:
i ( ) AREA (SF) JJ
A 28,000 20 10,240 ~ ~ ARD
FILTER FABRIC Technician: t~L~• ~,••~pfESSIpN
DCS : Q q 9
Checked b . - = r o2zssJi
-a3; NOTES: ~ b-~
CULVERT ~.F
6' 1. STORAGE CAPACITY SHALL BE 1800 FT ACRE OF DISTURBED AREA. Project Number, v • P~.~,~
WEIR FLOW MEN ~ 2. STONE SIZE SHALL BE CLASS "B" WITH A ONE FOOT 1 FT, LAYER OF NCD T RA382010 ''~rni?,???~~~`~
( ) 0 # 57
3. PLACE FILTER FABRIC BELOW RIP RAP. GENERAL NOTE.
L = HE DISTANCE SUCH THAT POINTS 4. REMOVE ROCK DAMS AS DIRECTED BY THE ENGINEER.
A AND B ARE OF EQUAL ELEVATION 5. REMOVE SEDIMENT WHEN VOLUME IS ONE-HALF OF REQUIRED STORAGE VOLUME ALL EARTHWORK ASSOCIATED WITH THE
0 6. REQUIRED STORAGE CAPACITY AND SURFACE AREA ARE MEASURED INSTALLATION AND MAINTENANCE OF
A g L FROM THE WEIR ELEVArIaN. SEDIMENT AND EROSION CONTROL
~ 2 MEASURES SHALL BE CONSIDERED
N. r.S. EC-1 INCIDENTAL TO THE D-753 PAY ITEMS.
4
N.T.S. EC-1
1
N.T.S. EC-1
NOTE : CHECK DAMS SHALL BE PLACED AT LOCATIONS
SHOWN IN THE PLANS AND WHERE DIRECTED
BY THE ENGINEER. CONTRACTOR SHALL REMOVE
CHECK DAMS AT THE COMPLETION OF PROJECT WHEN DIRECTED TO DO SO BY THE ENGINEER.
CLASS I RIP RAP 8' MAX
No. 57 STONE 5
MIN. 1,0'
4,
f-
T °~°0 8 MAX S ORAGE ti• o h o ° 0 0 - - ' ~
o ° 0° 0 ° ° 31 o°~ ~ ~ 00ff 0 ° ~ °o o° , . ~
0 0 0 o ~ ` ° o ~ oar r
00 0 0~
12" 4 REVt310N3
o. Description Dote By
CROSS SECTION FILTER FABRIC 1. SET POST AND EXCAVATE A 4"x4" TRENCH
UPSLOPE ALONG THE LINE OF POST.
WEIR LENGTH 0 • . f'~:~i j:'~y:7C'•: •
o ° o ° ° , ° o,ODoO° o ° `d i r-/ / l :.t ~l,~•: 1.
p° d d d ° ~rOd , EMERGI EMERGENCY BY-PASS - = ~ - =r : ~
~ ~ 0° ° ° ° °o 00 ° 0° 0 0 ~ n 8 MAX. d o° , o°o° o ~ ° o . °r d 6 BEL 6 BELOW SETTLED TOP
d d0o,urd0o°Oo°o°° °°'do°roo o, o, o o` °0 0 0 S o OF DAI 1.0 ° o ~0 0 0 OF DAM / /
d ~ dPr o' , d d
2. ATTACH THE FILTER FABRIC TO THE WIRE 3. BACKFILL AND COMPACT THE EXCAVATED SOIL.
NATURAL GRC JATURAL GROUND FENCE AND EXTEND IT INTO THE TRENCH.
FILTER FABRIC
Project Name:
STONE SECTION
POST RUNWAY 26
TRAP REQ'D STORAGE CAPACITY FT D PTH F WEIR L N T
E T E G H (FT BASIN LENGTH FT 8 ;TH FT BASIN WIDTH FT ~ z EXTENSION ( ) ao _ FILTER FABRIC ~ ~
N A 4, 500 3.5 7 ' ° 45 30
B 4, 500 3.5 7 ' 0 45 30'
- C ° 4 680 3.5 7 45 Drawing Name:
0 V 30'
o E z
0 ~ WN
NOTES: ERO N 0 CONT R
3 1. STORAGE CAPACITY SHALL BE 1800 FT ACRE OF DISTURBED AREA.
/ 2. STONE SIZE SHALL BE CLASS B WITH A ONE FOOT (1 FT.) LAYER OF NCDOT 57 DETAILS
v~ # 3. PLACE FILTER FABRIC BELOW RIP RAP. wa )OT # 57 „ 4
4. REMOVE SEDIMENT TRAPS AS DIRECTED BY THE ENGINEER. No
as 0 3\
tt m I ~
00 O EXTENSION OF FABRIC AND WIRE INTO TRENCH ANDREWS MU RPHY
~E 3 s
Autocnd Drnrrinn Refarance~
N.T.S. EC-t am Path: J:\Ancrews-MurPhy\RQ3620l0 Runway 26 Extension\Plans\
0 TEMPORARY SILT FENCE File: AM10 Erasion Control Details 1-2,dwg r5*'~ Saved: Jul 02, 2003 - 9:57am by dslelljes / Plotted: Jul 02, 2003 - 9 58am
s YN DN Date: Drawing Number:
Q~ N.T.S. EC-1 JUNE 2003
Z6 O j Business Unit:
a o
GREENSBORO

Ar~N?s-ter n~oar
EROSION CONTROL CONSTRUCTIO GENERAL CTION SEQUENCE NOTES:
THE -
PHASING LPA L
GROUP
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND OWNER A DE CONSTRUCTION PROGRESS SCHEDULE. THESE PLANS AND SPECIFICATI GENERAL CONSTRUCTION SEQUENCE AND SAFETY PARAMETERS WHICH NER A DETAILED 1. ATTEND PRECONSTRUCTION CONFERENCE. AVIATION CONSULTANTS
PECIFICATIONS PROVIDE 2, INSTALL EROSION CONTROL MEASURES. TIE LPA GROUP of North Caroln~, pa,
2S WHICH MUST BE
INCORPORATED INTO THE APPROVED SCHEDULE. THE CONTRACTOR'S EROSION CONTROL PLAN SHALL BE INCORPORATED INTO THE CONSTRU ;ACTOR'S APPROVED 3. PERFORM CONSTRUCTION OPERATIONS 7031 Albert Pick Road, Suite 302
CONSTRUCTION Greensboro, North Carolina 27409
SEQUENCE PLAN. 4. SEED AND MULCH ANY DISTURBED AREAS. annNrn, ca ~ BATON ROUGE, LA ~ CHARLESTON, SC
THE CONSTRUCTION OF THE PROJECT MUST BE COMPLETED IN SEQUEN CHARLOTTE, NC ~ CHICAGO, IL ~ CIX.UMBIA, SC N SEQUENTIAL ORDER 5. ONCE PERMANENT SEEDING HAS BEEN ESTABLISHED, REMOVE ALL TEMPORARY GREENSBORO, NC ~ GULFPORT, MS ~ JACKSONVILLE, FL
AS LISTED BELOW: EROSION CONTROL FEATURES. SEED AND MULCH THE AREAS EFFECTED BY THE KNOXOILLE, 7N ~ MOBILE, AL ~ IAIR7IE BEACH, SC
REMOVAL. oa~nNOO. R ~ RALEIgi, NC ~ RICHMOND, VA
• MOBILIZATION SARASOTA. FL ~ TAMPA, FL ~ WEST PALM BEACN. FL
• EROSION CONTROL Designer Seol:
• CONSTRUCT WORK ELEMENTS MAINTENANCE PLAN ,u "caR"'
• SEEDING AND MULCHING
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR p ~ ~D.Q~OFESS/'a
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL Se+2[
PLANNED TEMPORARY EROSION CONTROL FEATU FEATURES BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL Checked Dy. ~~o22sse
1. TEMPORARY CONSTRUCTION ENTRANCE PAD BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. ~ CO-~"o3~
2. TEMPORARY SILT FENCE Project Number. '%~~FNCINE~Q'~~:~ 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE OR INLET ~~p MES~P,~,•~'
3. EROSION CONTROL MATTING PROTECTION WHEN IT BECOMES ABOUT 0.5 FT. DEEP. THE EROSION CONTROL
BARRIER WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
4. ROCK CHECK DAM 3. THE ENGINEER MAY DIRECT THAT ADDITIONAL SILT FENCING OR INLET
PROTECTION BE INSTALLED AT ANY TIME PRIOR TO FINAL ACCEPTANCE.
OBTAIN EROSION CONTROL PLAN APPROVAL AND OTHER APPLICABLE P PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.
LICABLE PERMITS
WASTE DISPOSAL AREA
ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED IN ACCORDA
WITH ITEMS T-901 AND T-908 OF THE SPECIFICATIONS. ACCORDANCE 1. CONTRACTOR TO DISPOSE OF EXCESS MATERIAL AT
ANY FINES, PENALTIES, OR OTHER COSTS ASSESSED BY STATE, LOCAL LOCATIONS SHOWN ON SHEET PL-1. fE, LOCAL OR THE 3. SEED AND MULCH EXCESS DISPOSAL SITE.
GOVERNMENTAL AGENCIES FOR NON-PERFORMANCE OF THE EROSION C REQUIREMENTS OF THIS PROJECT AGAINST THE AIRPORT AUTHORITY SH :ROSION CONTROL 4. CONTRACTOR SHALL INSTALL SILT FENCE AND MAINTAIN
BECOME THE RESPONSIBILITY OF THE CONTRACTOR, AND ANY SUCH 10RITY SHALL UNTIL THE AREA HAS BEEN SEEDED AND MULCHED.
ASSESSMENTS, IF NOT PAID BY THE CONTRACTOR, WILL BE DEDUCTED MONIES DUE AT THE COMPLETION OF THIS PROJECT. SUCH
EDUCTED FROM
r~v~siorts
o. Description Date By
/ /
NOTES:
1. AGGREGATE SIZE -USE WASHED STONE
KOp~
2. DIMENSIONS OF GRAVEL PAD-
THICKNESS: 6 INCHES MINIMUM QJeV / /
WID1H: 12 F00T MINIMUM OR NLL WIDTH AT ALL ADTH AT ALL POINTS ~
OF THE VEHICULAR ENTRANCE AND EXIT AND EXIT AREA; / ~ $0, Project Nome:
WHICHEVER IS GREATER. Mip
LENGTH: 50 FOOT MINIMUM
RUNWAY 26
3. LOCATION: LOCATE CONSTRUCTION ENTRANCES AND EXITS T SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR M UTILITY BY ALL CONSTRUC710N VEHICLES. EXTENSION
AND EXITS TO LIMIT
WIDE FOR MAXIMUM p'~DO
e 2 ~ Drawing Nome:
4. AVOID STEEP GRADES AND ENTRANCES AT CURVES. JES. WASHED STONE
5. NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE
FOR THIS ITEM. BE MADE ~ 6" MIN.
Sg
EROSION CONTROL
3m j2 M~~' DETAILS
i~
TEMPORARY C N.T.S. CRY CONSTRUCTION ENTRANCE PAD ,
Ec-, ANDREWS-MURPHY
rv Autocaa urawing hteterence: Path: J: \Andrews-Murphy\Rontrol Da36201eta01 --2. dRunway 26 Extension\Plans\
it I to Flle. AM10 Erosion Cils wg Sawed: Jun 28, 2D03 - 4.33pm by dstelljes /Plotted: Jun 28, 2003 - 4:34pm
3N N Om [N Date: Drawing Number:
Q
LV JUNE 2003
a 'o N Business Unit:
GREENSBORO

I I ANDREWS-MURPHY AN~PORT
I
I..~'
CFBiOKEE COU~IiY NC
THE 0 0 0 0 0 0 0 0 0 0
404+17.12 + + LPA + + +
N M of ~ ~ ~ ~ ~ ~ GROUP =
404+00 N N N N N
AVIATION CONSULTANTS
TIE lP P f N rth 0 o p~
7031 Albert Pick Road, Suite 302 2 EQUAL SPACES ~ 180.27 = 361 103
Greensboro, North Carolina 27409
i- 1 ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
® CHARLOTTE NC • CHICAGO IL • COLUMBIA SC
10 TYP. GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL F ~
KNOXVILLE, TN • MOBILE, AL • MIRTLE BEACH, SC \ 3~ ~ N ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
4o3+oa - 303+00 ~ - - - - - - - --z--f - ~ ® SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
3=
w ¢ TAXIWAY A 4 Designer: Seal:
® ® ® ~S~ ~~,nunUry
~ CAR ~ ` / ® \ Technician: ~l , /
0. pFESSIpa••.y
TAXIWAY A DCS . `'~'Q~ E
INSTALL NEW DUCT WITH checked b . = _ Y ~ 299
PULL CORD. CAP UNUSED ® ~ ~ -o M,gill 8 3 .
ENDS. %~''.FN GINF. . Project Number: ~ ~
402+00 ''~P 302+00 MEN
RA362010 '~~uini„n`
INSTALL NEW L-830 ISOLATION I
TRANSFORMER. CONNECT TO in EW -W Y
EXISTING CIRCUIT. R~e, N M
Q AWCUT NEAT VERTICAL FACE. 4" CT a S
f- 5 INSTALL NEW DUCT. REINSTALL f-
RUNWAY LIGHTS PAVEMENT SECTION. Q
- V CABLE 1 #8 5K 1- SEE DETAIL 1 D-1
1-~6 COUNTERPOISE Q
401+00 301+00 ® _
3 EQUAL SPACES ®200.33' = 601' I 200.33 I
I
4" CT CT
.A. - A C A C 10 TYP. ,
R Gto
~ ~ R Goo
- , a~ R G10
i .RUNWAY 8-2fi , L _ I . - - I - - I - - 1- - ? - ~k00---1- - ~ - 3 ~ RUNWAY 8-Z6 ~ t- ~ 300+
- ~I„ ~ -i --~,r-fl - I- - I- - I- I- - I- i ~ M
N74'0819 E TRUE , ~ ; ~ N74 0619 E TRUE W
~ R G to
R G t 0'
R t' GO A C A/C
- - - -----------------------------------A C- R ~-----------------------A AC A ~ ~ ~
10'
6 EQUAL SPACES ®200.33' = 1202' 1202
INSTALL NEW DUCT WITH
PULL CORD. CAP UNUSED
ENDS.
~wsloNs
o. Description Date By
p O O O O O O
o O 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 p O O O O O O
+ + + + + + + + + + N M ~ ~ c0 ~ ~ Oa O + + ? + + + + p r- N M ~ ~ co
e} ~ ~ ~ d ~ ~ ~ N ~ ~ ~ ~ ~ ~ ~ ~ N N O N ~ N ~
NEW STAKE MOUNTED RUNWAY EDGE LIGHT
~ NEW BASE MOUNTED RUNWAY EDGE LIGHT
NOTES: EXIST. STAKE MOUNTED RUNWAY EDGE UGHT Project Name:
1. CONTRACTOR SHALL INSTALL TEMPORARY CABLES/THRESHOLD EXIST. BASE MOUNTED RUNWAY EDGE LIGHT
LIGHTS AT THE EXISTING RUNWAY 26 THRESHOLD AS NECESSARY LEGEND FOR GLOBE COLORS RUNWAY 26 RUNWAY EDGE LIGHT REMOVAL
TO KEEP LIGHTS OPERATING AT ALL 11MES DURING CONSTRUCTION. _ E~1~ENSION
G GREEN RUNWAY THRESHOLD LIGHT REMOVAL
2. REPLACE 4 EXISTING A/C GLOBES WITH C/C GLOBES. A -AMBER
R - RED ~ NEW STAKE MOUNTED RUNWAY THRESHOLD UGHT
C -CLEAR NEW BASE MOUNTED RUNWAY THRESHOLD LIGHT Drawing Name:
® NEW 24" RETROREFLECTiVE MARKER (SOIL ANCHOR)
0 a LENS COLOR
aE t~ C/A GLOBE COLOR DESIGNAl10N
OWN J~ O~ LIGHTING PLAN NEW CABLE AND COUNTERPOISE
Qh ~O C/A
O ~ N EXIST. CABLE AND COUNTERPOISE
O ~ LENS COLOR - - - RUNWAY AXIWAY CENTERLINE
U'
W m ~ 0 N
~a 3~
I« ANDREWS-MURPHY
O~ O Nn
50 25 ~ 5Q 150 Autocad Drowing Reference:
~E oa ~n Path: J:\Andrews- Murph y\Ra36201 0 - Runway 26 Extension\Plans\ File: AM10 Lighting Plan.dwg
/N r.. cm ni Saved: Jun 30, 2003 - 9:27pm by dstelljes / Platted: Jun 30, 2003 - 9: 27pm
~I to GRAPHIC SCALE BAR Date: Drawing Number:
;o o`o JUNE 2003
cn Q Business Unit:
cv
a 'o GREENSBORO

aroREws-MUa~v n~oRr
1-#6 COUNTERPOISE COMPACTED BACKFILL
0
w N IMPRESS J¢" WIDE STROKES ~
Z a
Y" DEEP IN CONCRETE SLAB.
x
~ TYPE "DB" PVC DUCT THE ~ 1 /2° CHAMFER ~ ~3" LPA
WITH END BELLS
GROUP
EDGE OF PT
TAXIWAY ~ a ~ o AVIATION CONSU.TANTS
CONCRETE
~ ~ ` ENVELOPE I DUCT ~ TIE LPA GROUP of North C~ro~, ~e.
C, A B L E N~ a S P L ~ E 7031 Albert Pick Road, Suite 302
r; r~ ~ 1 - 3 Greensboro, North Carolina 27409
3 4" 4" 3" 0
~ AnCHARLOTfE, CTS CHIAGO, IL • COLU g~ATON, SC
/ GREENSBORO, NC ~ GULFPORT, MS ~ JACKSONVILLE, FL
15 Xz" KNO%NLLE, TN ~ MOBILE, AL ~ MIRTLE BEACH, SC Z~-O~ Q~-O~ Q'-Q" ORUNDO, R ~ RALEIGH, NC ~ RICHMOND, VA
SARASOTA, fL ~ TAMPA, FL ~ WEST PAL61 BEACH, Fl
PT
r i NOTE:
ALL UNUSED DUCTS SHALL BE INSTALLED WITH NYLON NOTES: Designs: Seol: .~f,l
tH ~~~li
Z PULL CORDS AND CAPPED ON BOTH ENDS. r<cnni<ion: ~`~~1: 1. ARROWS TO BE ORIENTED IN DIRECTION OF CABLE RUN. ~g ` ~,..QAOptssi'~~
2. INSTALL CABLE MARKERS AT ALL TURNS AND JUNCTIONS, Checked by. y~?I pynq~~~e~&
/ CONCRETE ENCASED PVC DUCT 2 AT NOT LESS THAN 200' INTERVALS ON STRAIGHT TRENCH ~ ° ~0~~8'~:~
"R" RUNS, AND OVER END OF DUCT RUNS. Pao «N~mya: ~=~''•FNC~utE?~~F.~
N.T.S. LD-1 m ~ ...~Ej GP
CABLE, DUCT AND SPLICE MARKERS ,
RADIUS "R" DIMENSION "Z" RADIUS "R" DIMENSION "Z"
OF CURVE IN FEET OF CURVE IN FEET N.T.S. LD-1
IN FEET IN FEET
15 20 300 80
25 27 400 95
50 35 500 110 2~_p~
75 40 600 130 FINISH GRADE
100 50 700 145
150 55 800 165
200 60 900 185
250 70 1000 200 MAX ~ ' ~
-1_ - O~~~O
CABLE NOTES• BACKFILL PER SPEC L -108 MARKER
z ~ O
1. FOR RA011 NOT LISTED, DETERMINE "Z" SPACING BY LINEAR INTERPOLATION. N0. 6 AWG. BARE COUNTER- POISE. LOCATE COUNTERPOISE
o 0
2. °Z" IS THE CHORD LENGTH. ALONG SIDE OF TRENCH 0 3. UNIFORMLY SPACE REFLECTORS ON CURVED EDGES. DO NOT EXCEED THE NEAREST TO PAVEMENT EDGE.
VALUES DETERMINED FROM THE ABOVE TABLE. ON CURVE EDGES IN EXCESS a
OF A 30 DEGREE ARC, DO NOT INSTALL LESS THAN (3) THREE REFLECTORS SAND t/4° SIEVE MAX. - -
INCLUDING THOSE AT PT~S.
L - 824/C CABLE M D J~ WIND CONE Q
~0 APO
TAXIWAY RETRO-REFLECTOR SPACING DETAIL
3° N.T.S. INSTALL GROUND ~\O~ 0
.L GROUND RODS O 96
s" (5/8° X 10' MIN. X 10' MIN.) AT '~O
LOCATIONS SH01 NOT MORE THAN IONS SHOWN ON PLANS,
IORE THAN 800 APART. O ~ O REV191oN3
1 OR 2 CABLES Q Q o. Description Date By
2'-0" SEGMENTED CIRCLE PLAN
FINISH GRADE
M WHITE MASONRY PAINT
10'
,~~L 2.
CABLE
BACKFILL PER SPEC L -108 MARKER
6~ -
N0. 6 AWG. BARE COUNTER- ?
POISE. LOCATE COUNTERPOISE
ALONG SIDE OF TRENCH °0
NEAREST TO PAVEMENT EDGE.
6" CONCRETE, 2500 PSI Project Name: COMPACTED ~2g DAYS
EARTHEN
SAND 1/4° SIEVE MAX. MATERIAL 6x6 - W1.4xW1.4 W.W.M. R~yy~gy ~
LONGITUDINAL SECTION ~~g~pN
L - 824/C CABLE M
io 6x6 - W1.4xW1.4 W.W.M.
~ PROVIDE 3" SPA P~ SUCCESSIVE LAY FOR NUMBER OF IE 3" SPACING BETWEEN 1 ~~p 4' WHITE MASONRY PAINT Drawing Nome:
SSIVE LAYERS OF CABLE
JMBER OF LAYERS REQ'D - - - - . -
INSTALL GROUND L GROUND RODS LIGHTN~G DETALS .
Pm g^ 6~ (5/8" X 10~ MIN. LOCATIONS SHOW NOT MORE THAN X 10~ MIN.) AT
ONS SHOWN ON PLANS, TRAVERSE SECTION
ORE THAN 800' APART.
_ 3 OR MORE CABLES
SEGMENTED CIRCLE DETAIL ~s~ ANDREWS-MURPHY
e4 ~..r..~...
a am I Y FILAL LAbLt I --w Uu vrueury rNelerenue: Palk J:\Andrews-Murphy\Ra362070 - Runway 26 Extension\Plans\
1M 10 3 N•T.S• File JA: Llghling Deialls 1-2dwg Saved: Jun 30, 2003 - 9:34pm by dstelljes / Plotted: Jun 30, 2003 - 9:34pm
N.T.S. 00 LD-1 Date: Drawing Number:
Q
JUNE 2003
a o' Business Unit:
GREENSBORO

A-IuIURPHY AIRPORT
h "
EDGE OF FULL STRENGTH PAVEMENT
,a
YI YMWV WN~11, I~
EDGE OF FULL STRENGTH PAVEMENT
10' THE
LINE OF LIGHT LIGHT STAKE PLUG LPA _
LIGHT GROUP = _
CONCRETE AVIATION CONSULTANTS
Q BACKFILL
L-830 TRANSFORMER - ~ THE lPA RO P of N rt U oh CuoNI~ .a, +P
0
L-867 BAS 7031 Albert Pick Road, Suite 302 E Greensboro North Carolina 21409
L-823 CONNECTOR
ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
2' CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC
6" MIN. TRENCH L_g ORLANDO, FL • RALEIGH, NC • RICHMOND, VA 23
SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL CONNECTOR
0 2" CONDUIT GRC OR IMC Desi ner:
I 9 Seol:
iv ~ `,~~unn~r' i~
CONDUIT BUSHING & RD Technician: ~`~Q~.•''ES I
GROUND CLAMP ; ~;.Q~pf OH9•. , DCS
2" CONDUIT (PVC)
6" MIN. TRENCH „ Checked b . ' TERMINATE 2 COND IT PVC r 022998 - ~ ) -+03:
MJM ~ /B F
- - - Project Number: • ~
MEN 6 MIN. RA382010 ~'l~nnnn+'`
TRENCH N0. 6 AWG BARE
N0. 6 BARE COUNTERPOISE COUNTERPOISE
L-824/C, 5KV CABLE 1 /C, N0. 8, 5 KV, L-824 TYPE C CABLE
PLAN VIEW PLAN VIEW
MEDIUM INTENSITY EDGE LIGHTS: MEDIUM INTENSITY EDGE LIGHTS:
TAXIWAY LIGHTS - TAXIWAY UGHTS -
BLUE GLOBE - 30 W LAMP BLUE GLOBE - 30 W LAMP
FAA SPEC L-861T FAA SPEC L-861T
1" HIGH PAINTED THRESHOLD LIGHTS -
OR STENCIL NUMBER GREEN/RED GLOBE FAA SPEC
L - 862 x a „
~ BREAKABLE COUPLING 1-18 ~ 1-18 1 HIGH PAINTED OR
AND DISCONNECT PLUG RUNWAY UGHTS - ~ STENCIL NUMBER
FlNISH GRADE CLEAR/YELLOW -CLEAR -30 W FAA SPEC L - 861E BREAKABLE COUPLING AND
OF SHOULDER t DISCONNECT PLUG
i-COUNTERPOISE FASTENED
z ~ TO STAKE (SEE DETAIL) ED „ MIN. 4 CONC. BACKFlLL L-867 BASE -TYPE I-12" DIA
L-823 CONNECTOR ~ TO BE WRAPPED WITH FELT
° L-823 CONNECTOR BEFORE CONCRETE tS POURED.
L -830 TRANSFORMER
L-830 TRANSFORMER GROUND CLAMP 6" MIN.
18" 18" MIN. 2" PVC CONDUIT
N0. 6 AVYG. COUNTERPOISE
A CABLE HOLDING R
" - CLIP
4
1/C, N0. 8, SKV, L-824 TYPE C CABLE
L-824/C, 5KV, CABLE SQUEEZE CONNECTOR
N0.6 AWG BARE COUNTERPOISE
30" METAL STAKE HOT DIPPE 2"~ CONDUIT NIPPLE, HOT DIPPED
CONC. ANCHOR INSTALLED IN PREDRILLED HC HOT DIPPED GALV. GALV. -MIN. 12" LENGTH
6"X6"X12" MIN. - )KILLED HOLE 10' o. Description Date By
FROM PAVEMENT EDGE AS MI :DGE AS MEASURED
FROM CENTERLINE. ELEVATION
I~TE,~ STAKES SHALL BE PLUMB.
TOP OF STAKE SHALL BE AT THE
24" DESIGN ELEV. OF FINISH SHOULDER. ELEVATION 4
N.T.S. LD-2
2
N.T.S. LD-2
. , b:
p D Project Name:
• U .p ~D
HEAT SHRINK TU IN B G RI~VWAY 26
SI METAL SEALANT SOLID COPPER CRIMPED EXTIEIVSION
STAKE CNN 0 ECTOR, BURNDY TYPE YA
OR EQUAL.
N 3/8" STAINLESS STEEL SCREW Drawing Name:
TUBE HE]GHT NUMBER = FlXTl1RE TYPE MOUNTING BASE TUBE COLOR BAND COLOR AND NUT
(ABOVE GROUND) o OF BANDS
a 853 SMA: SURFACE FOUNT ASSEMBLY T1MST LOCK 24" YELLOW 3 BLUE ra
mn o m 853 GP3: SOIL MOUNT - CIOSED END ANCHOR 18" 24" YELLOW 3 BLUE #6 COUNTERPOISE LIGHT ~
%o SEALANT _ RVG ETA H.S L 823 CONNECTOR
~N 0 d0
0 ~
L~ ~ W y
rv ~ Ta 3
1 N.T.S. LD-2 5
~'R N.T.S. LD-2 ANDREWS-MURP
" N.T.S. LD-2 o~ sT HY
nE o n ~a Autocod Drawing Reference:
it o,.~x. i.~e.,a.aW._u.....w.,~o,.zcamn o.._..._.. o<
T.. cm ~I File: AM10 Lighting Details 1-2.dwg Saved: Jun 30, 2003 - 9:34pm by dstelljes / Plotted: Jun 30. 2003 - 9.34pm
~n to ;o
00 c h Date: Drawing Number:
Q JUNE 2003
LO Business Unit: GREENSBORO
a°o

_
~J+~VVS'MURPHY AI~OAT
\
~ / ~
C l~ ~ s+'
~ S ~ 7 ~s<.~ 1dIIM1GG1~1M~11 ~r
TNU A ,
E
~ ,i LPA
\ j w - GR P - - OU - -
w
= AVIATION CONSULTANTS N
~ ~ f ~ f OBLIT AIMING POI `Q j ~ 1 TIE LPA R P f N r 0 o th Cn OBLITERATE EXIST. P~
~IMING POINT MARKINGS - 7031 Albert Pick Road, Suite 302
2
(TYP.) Greensboro, North Carolina 27409
W ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
~ ~ I I ~ ~ ~ OBLIT O I ~ I ~ ~ CENTERLIN OBLITERATE EXIST. - CHARLOTTE, Nc • CHICAGO, IL • COLUMBIA, sc W
CENTERLINE MARKINGS ~ GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
KNOXVILLE, TN • MOBILE, AL • MIRTLE BEACH, SC (TYP.) ORLANDO FL • RA I H • ~ LEG , NC RICHMOND, VA
~ APPROX. RUNWAY ~ ~ ADJUSTED CENTERLINE j SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
~ CENTER ~ STRIPES (2) ~ 100' / ~
STA. 127+51.15 ~ ~ 18" WIDE WH 0 Desi ner: Seal: „ NF-1 g
+ I WIDE WHITE RUNWAY DCS ~~~~~~,~rr
H ~ i CENTERLINE S fn ~ ~ ITERLINE STRIPE (TYP.) ~ 1~ CARD r Technician. t~~. .
~ pfESSlp' .y
DCS : ~ ~ Q~ Q . . _ j •
ri 1, /1~. ~ ~ - Cece b , ' ' 4 ' r L.. r - 229
//~j . ~ ~ . . M~ . ~ i8-~'
j RUNWAY 8-26 _.i~.. ri.~E-ny i ...v.,_'_.+w?W-?ibv.-wvtYrrY, .,F • • NCINE~ • • ~
xk,_, ~.,~.~u<k~ . W Project Number: J P~\.~ r , r„ MEN
N74'O6'19"E TRUE RA362010 rrrrrnum~'~ ` J
7 Gov L/. 1r / ~ F 'Y''fl~'~°f y
~"c'~:"~:~d` -~•,?k'rrp .u.w,~;;~, ,a;.~^yya4 ,4.,.~~ l1LLJ.4s
U
I-
Q ALL AREAS SHOWN WITH TEMPORARY MARKINGS 50 25 0 50 l0U 150 SHALL BE ESTABLISHED UPON DISPLACEMENT
101.15' 80' 101.15' OF THRESHOLD. UPON RE-ESTABLISHMENT OF
EXISTING THRESHOLD, ALL TEMPORARY
GRAPHI MARKINGS SHOWN SHALL BE REMOVED. C SCALE BAR
0 0 0 0 0 0
°o °o g °o °o °o °o °c ~ ~ p f N f f f f 0 0 0 0 0 0
+ + + + + m ~ ao rn + M ~ ~ O
d' d'
i TEMPORARY MARKNG PLAN i i ~ ~ ~ O O
~ TEMPORARY RUNWAY THRESHOLD BAR 404+~~•~2 0 0 0 0 0 + + + + +
~ (WHITE) 75'x10' SEE SHEET M-2 ~ ~ N I~ et 1n ~ N ~ ~ ~
~ (OBLITERATE AFTER PERMANENT MARKING IS INSTALLED) ~ N N N N N
F j TEMPORARY ARROWHEAD (WHITE) ~ 6" WIDE YELLOW
~ SEE SHEET M-2 ~ TAXIWAY CENTERLINE
(OBLITERATE PRIOR TO FINAL BITUMINOUS LIFT) I TIE ~ ~ STRI j TEMPORARY ARROW (WHITE) ~ (TYP.)
TIE TO EXIST.
STRIPE (TYP.) ,
~ SEE SHEET M-2 ~ 17.5
(OBLITERATE PRIOR TO FINAL BITUMINOUS LIFT) 1
TN11 A
403+00 j 303+00.0 0
~
REVISIONS
~25 17.5' o. Description Date By
37.5
~ 5' 6 120' - = T 100' (TYP.) SO' ~ I S 00 °o °o °o °o 00 402+00 ~ „ 6" WIDE YELL W 0
6 WIDE YELLOW TAXIWAY CENTERLINE
TAXIWAY CENTERLINE STRIPE - 75 R (TYP.)
STRIPE - 75 R TYP.) (
s~ 30
NEW HOLDING POSITION 2+00
+ + + + + + 3
uNi n vii \ MARKING ®T/W Al 17.5' RUNWAY THRESHOLD M-2
~ I I MARKE OBLITERATE EXIST. TIE TO EXIST. STA. 302+00 MARKER (WHITE) 150 x5.75
20
CENTERLINE MARKINGS SIDE STRIPE i ~ ~ ~ ~g^ _ (TYP.) ~ 1" 8 WIDE WHITE RUNWAY
SIDE STRIPE TYP.
fA OBLITERATE EXIST. (
AIMING POINT MARKING THRESHOLD BARS ~ ~ ~
(WHITE) 150'x15' 401+00 ~ ~ { I MARKING ~ ~Typ.~ OBLITERATE EXIST. ~ y RUNWAY DESIGNATION Pro• ct Name: ~ 301 +00
MARKING -SEE SHEET M2/1
NUMERALS / I ~a„ W „
18 WIDE WHITE RUNWAY RUNWAY 26
~ j ~ CENTE tn;Y CENTERLINE STRIPE TYP. ( ) EXTENSION
7' 5. 5
Drawing Name:
- ~ 36• RUNWAY &26 ~v t~r 300+
00.00
~ ~ r 11.5
T N74'06'19"E TRUE ~~r. r 4`'~ MARKING PLAN
_ N
5.75'
~6 Z 80 120' ,
40 60 40 150' 20' TYP. ( )
J 150' (TYP.) a = 1020' ANDREWS-MURP HY
o V o 0 0 0 0 0 0 0 Autocad Drawing Reference:
0 0 0 0 0 0 0 0 Path: J'\Andrews-Murphy\Ra362010 - Runway 26 Extension\Plcns\ 0 0 0 0 File: AM10 Marking Plan 1-2.dwg 0 0 0 0 0 O Saved: Jul 02, 2003 - 10 09am by dstell es / Plotted Jul 02, 2003 - 10, 10am
+ + Q N tQ co r*_ 0 + + + + + + Date:
O 1 ~ r (V K L0 Drawing Number: N U) L0 LIC) L0 JUNE 2003
rU
a 'o Business Unit:
GREENSBORO

ANDREWS-MURPHY AM~POR'T
RUNWAY
45
s 45' - o „p
' 3' 3 TYP,
10 ~~,w, . ,
° ~ ~ (~ROKff COUVTI' NC
> TH E
~6• 15 3 _ 5'
LPA -
- R UP - - o -
Q N ~ AVIATION CONSULTANTS
3 HEAD z
(WHITE) > TIE lP AR PofN r o th ~ , 5 p~I
~i 7031 Albert Pick Road, Suite 302
~ ' Greensboro, North Carolina 27409
ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
5 ~ i b CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
N.T.S. M-2 6 GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC
N.T.S. M-2 ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
20' 7.5' ~ 7,5' 20' SARASOTA, FL • TAMPA FL • WEST PALM BEACH FL
75' Designer: Seal:
DCS ~,,,,,,,~rr,,,,
~ CARO'~''% Technician. t~~. ,
0 p4ESS/py• DCS ; ~ ~ Q~
1 E
Checked by. , M-2 2299 N.T.S. - -
- 45' MJM G-ig-o3
.F ...CP Project Number:
5' ~ MEj
3' (TYP.) TAIL RA382010 ~'rrnnn~~+`` TAIL
(WHITE) (WHITE)
1.5'
NOTE:
TEMPORARY THRESHOLD SHALL BE INSTALLED AT APPROACH END OF 15'
EXISTING RUNWAY 6 P HEAD 2 AVEMENT UPON COMPLETION OF FIRST PROPOSED 0
LIFT OF BITUMINOUS RUNWAY PAVEMENT SHOWN IN WORK AREA 1. (WHITE)
TEMPORARY RUNWAY THRESHOLD BAR TO BE OBLITERATED UPON $Q'
INSTALLATION OF PERMANENT RUNWAY MARKING. NOTE: N
TEMPORARY ARROW AND ARROWHEADS SHALL BE INSTALLED ON FIRST LIFT OF BITUMINOUS RUNWAY S RUNWAY
PAVEMENT SHOWN IN WORK AREA 1. UPON COMPLETION OF FIRST LIFT OF BITUMINOUS RUNWAY PAVE UNWAY PAVEMENT ~
IN WORK AREA 2, CONTRACTOR SHALL DISPLACE THRESHOLD AND INSTALL FINAL. LIFT OF BITUMINOUS BITUMINOUS PAVEMENT
8 ON RUNWAY. PERMANENT RUNWAY MARKING SHALL THEN BE APPLIED AND TEMPORARY OUTBOARD ~ ) ,OUTBOARD)
THRESHOLD REMOVED. ~ 45°
N.T.S. M-2
7
0
N.T.S. M-2
20'
2
N.T.S. M-2
700'
0
~ w RE:VI310N3
z Q TEMPORARY RELOCATED THRESI ~ ~ PANEL, WHITE, 8' WIDE x 32 L( :ATED THRESHOLD
~ o0 WIDE x 32 LONG o. Description Date By
w w ~ {BOTH SIDES) 0
~2 oQ aw
3 oz wz
w~
1~ ~ ~
,M t ~
.Y ° SEE THIS SHEET F THIS SHEET FOR NUMERAL
8 & 26 DIMENSI01 ,~x.., 26 DIMENSIONS. 6" WIDE TAXIWAY CENTERLINE STRIPE Z (YELLOW)
~ x~ J
x tl' W
C1 q ~ Z DASHES AND SPACES Project Name:
~ 3' IN LENGTH
o}
OBSCURE EXISTING PAVEMENT Q 3' RUNWAY 26 3
MARKINGS AND SECURE WITH SANDBAGS Z ~ ~ ~ ~ ~ ~ EXTENSION O~ ~ ri ra ra ra ~ ra
NOTES:
g°~ FOUR LINES AND
` 1. USE ONLY UNDER VFR CONDITIONS AND DURING DAYLIGHT HOURS. 3 SPACES AT 12" EACH Drawing Name:
a MARKINGS (YELLOW)
sE ~a 2. REMOVE THE TEMPORARY THRESHOLD P ANELS AND ALL EQUIPMENT TO OUTSIDE THE RUNWAY (YELLOW)
°m SAFETY AREA PRIOR TO OPENING TO TRAFFIC.
Q~ /M Np MARKI NG P LAN
3. EXISTING PAPI SHALL BE TURNED OFF DURING PERIOD ~r S OF DAYTIME RELOCATED THRESHOLD. ~o
°
4. DETAIL IS SIMILAR FOR R w9 UNWAY 26.
~o ~a
3 ~ ~ x K m
Iv oa 3
o~ _ ANDREW - S MURPHY N.T.S. M 2
of ~i,a All Autocad Drawing Reference:
_ 7
Path: J:VAndrews-Murphy\Ra362010 - Runway 26 Extension \Plans\ File: AMID Marking Plan 1-2.dwg
N.T.S. M-2 v° Saved: Jul 01, 2003 - 9:42pm by dstelljes / Plotted: Jul 01, 2003 - 9 42pm
v` Qo Date: Drawing Number:
JUNE 2003
a°'o m Business Unit:
GREENSBORO

ANDREWS-NIUf~HY AM~OR'T
~w~ `t
.
CF6i0KEE cam, NC
THE
LPA
VARIES VARIES = =
GR - OUP -
NEW ASPHALT PAVEMENT (THICKN SS AVIATION CONSIA.TANTS ESS
RENCH NADTH +12" AS REQUIRED TO MATCH EXISTING TIE
LPG R OP f UoN orth p~, SUBGRADE
SAW CUT REQ'D 6" 7031 Albert Pick Road, Suite 302
(TYP.) ~T.~p ~ BITUM. TACK (EACH SIDE) Greensboro, North Carolina 27409
EXIST. ASPHALT PLACE CRUSHED ATLANTA, GA • BATON ROUGE LA • CHAR
PAVEMENT LESTON, SC SELECTED BACKFILL STONE OR CRUSHED CHARLOTTE, Nc • CHICAGO, IL • coLUMeIA, sc
30" MIN. GREENSBORO N • HAND PLACED AND GRAVEL T c GULfPORT, MS • JACKSONVILLE, FL 0 TOP OF KNOXVILLE, TN • MOBILE AL • M
EXIST. BASE TAMPE YRTLE BEACH, SC PIPE, WHERE WATER ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
z COURSE
IS ENCOUNTERED IN SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
TRENCH OR AS DIRECTED Desi ner:
°0 NEW CABC Q 9 Seal: BY ENGINEER. 0 M,NNI ~,,~~~~~~~~1,,,
30~ 0. D. ~ . R4
• Technician. ~ . .
j~NEW DUCT BANK / \ DO # 57 DCS > a 9~ - . . 1 /4 O.D. •
1 / 6" MIN. _ Checked by. 22998
~ (p ~ ~0.~~ M,AVI
,f %~i ' . NCINE~.•' ~ .
Project Number: J • • Q~p`~
• ME~~ NOTES: RA382010
1. APPLICABLE TO BOTH EARTH AND ROCK TRENCHES.
2. CMP ARCH PIPE SHALL BE BEDDED IN ACCORDANCE
WITH NCDOT STANDARD SPECIFICATIONS FOR ROADS &
STRUCTURES, LATEST EDITION.
CLASS "B"
ASPHALT PAVEMENT CUT AND PATCH ,
N.T.S. MD-1
2
N,T.S. MD-1
FLAT SLAB TOP
FRAME & GRATE OR
LID AS REQUIRED
OPENING AS
REQUIRED
REVI310N3
o. Description Dote By
FULL SIZE RISER
TO TOP
48"
MIN. OPENING AS
REQUIRED
5"
MIN.
a ~ a. d ~
d
Project Name:
1. CONSTRUCTION AND STEEL REINFORCING SHALL BE IN RUNWAY 26
CONFORMANCE WITH ASTM C-478 REQUIREMENTS.
EXTENSION
2. CONCRETE TO BE 4,000 PSI MINIMUM AS PER NCDOT .
3. MANHOLE AND SLA Drawing Name: B SHALL BE CONSTRUCTED TO
a~ WITHSTAND AIRCRAFT LOADINGS OF 65,000 DUAL WHEEL ON
100 PSI TIRE PRESSURE.
4. CONTRACTOR SHALL SUBM MIS IT CEL SEALED LANE s 0 H P US 0 DRAWING BY A
3e REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF DETAIL
6 S NORTH CAROLINA.
wg
3
N.T.S. MD-1 ANDRE - WS MURPHY
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i~
in °o ;N N File: J:AAndrews-Murphy\Ra3620l0 - Runway 26 Extension\Plans\ AM10 Miscellaneous 0etalls.dwg Soved: Jul 02, 2003 - 10:15am by dstelljes / Plotted: Jul 02, 2003 - 10:.15am
ON QO Date: Drawing Number:
Ev JUNE 2003
O j d O N
Business Unit:
GREENSBORO

ANDREWS-t~AURPHY AN~PO~T
, . ;
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4,
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7031 Albert Pick R oad, Sulte 302
~sao ' , - ~sao _ Greensboro North Carolina 74 2 09
ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
i CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL KNOXVILLE, TN • MOBILE, AL • MIRTLE BEACH, SC
ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
~sso isso n2o - 1720 SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
Designer: Seal:
`1~NU~uiinlh JSJ
+ao.oo R4 Technician. ~ ~
1700 ~ 1700 o •'~04ESSIp . ti , .~;•Q •9;
DCS ~ _ EA ~ _ .
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1680 - _ 1680 • MEN
..1000 800 600 400 200 00 00 00 000 200 ~ RA382010 ~rnnnni~~`~ _ 4
~ ~ t -
1740 1740 1660 16 60
7+50.00.
1720 1720
1700 ~ 1700
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7~F00.~0
1740 ~ 1740
1720 ~ 1720
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1700 ~ 1700 1700
17 00 r~ ~
1 ~
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1
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, r,f~--- EXTENSION
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~ o TN Toth: J:\Anarews-Murphy\Ha562010 - Runway 26 Extension\Plans\ File. AM10 Cross Sections 1-25.dwg
n~ I Saved: Jul 03, 2003 - 6'. 29am by MMaddin / Plotted-. Jul 07, 2003 - 12:46pm
I ~ O ;N V 200 100 0 200 400 600 20 10 0 20 40 60 Date: Drawing Number:
°n a~ JUNE 2003
i_ Business Unit:
tv o> d o N GRAPHIC SCALE BAR - HORIZONTAL GRAPHIC SCALE BAR - VERTICAL GREENSBORO

n2o ono i~2 17 20

v, - E~~h~, ~ ~ Y,, ~:~a ~ ~ ,
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1700 L
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, AVIATION v _ Y_.. ~ ~ ~ _ CONSULTANTS
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~sso isso iss 7031 Albert Pi ck Road, Suite 302
Greens r 1660 bo o, North Carolina 27409
ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
s+oo.ao GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL +50.00..- KNOXVILLE TN • MOBILE AL • MYRT
LE BEACH, SC
ORLANDO, FL ~ RALEIGH, NC • RICHMOND, VA SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
_ Designer: Seol:
JSJ
~ CARP
Technician: pFESSip `~.•QR
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• - - MJM - 8 -
_ ; Fry ~ ~ . ' GINE.••
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1720 1720 172 1720
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1700
~
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1660 1660 166
1660 RUNWAY 26
E~KTENS ION
00.00 9+50.00
Droving Name:

CROS E S S TI CON S

STA. 98 00 T TA. 0 S 100+50
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-soo - - - - soo 400 200 0 200 40o soo soo 1000 120o ANDREWS MURPHY
Autocad Drawing Reference:
~N Path: J: AAndrews-Murphy\R0362010 - Runway 26 Extension\Plans\ File: AM10 Cross Sections 1-25.dwg
a~ ScVed: Jul 03, 2003 - 6:.29am by MMaddin / Plotted. Jul 07, 2003 - 11~28am
ho a~ 200 100 0 200 400 600 20 10 0 20 40 60 Date: Drawing Number:
ari Q~ 1 1 i I I ii~~ I JUNE 2003
ra ~
o> ao GRAPHIC SCALE BAR - HORIZONTAL GRAPHIC SCALE BAR - VERTICAL Business Unit:
GREENSBORO

AIVDREVYS-tuIURPHY AM~OR'T
1700 1700
Ch~iOKff COU~tY, NC
T HE
LPA
1680 - - -
~,------.,----u 1680 i, GR - OUP -
AVIAT ION CONSULTANTS
1~ lP R P of N r a th p~a,
1660 1660 1700 7031 Albert Plck Road, Suite 302
17 Greensboro North 00 Carolina 27409
ti
02+00.00 ~ ATLANTA GA • BATON ROUGE, LA • CHARLESTON, SC ~ CHARLOTTE, NC • CHICAGO, IL • COLUMBIA SC
~ - GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
KNOXVI • \ , LLE, TN MOBILE, AL • MYRTLE BEACH, SC
1680 ~ I ~ ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
~ ' i - - - - - ~ ~ ~ _ _ ~ I ~r ~ _ ~ . _ _ ~ 1,, _ _ ~ 68O SARASOTA, FL • TAMPA, FL • WEST PALM BEACH F _1-
Designer: Seal:
JSJ d`~Ni iNrrrr
1660 Technician. ,
1660 o ij4ESS•' ' DCS ~ . Q~ • . . .
- • L Checked by. - 022998 -
. - 03+50.Q0_
M,IM - ~ ~ -tg-o~ ;
1000 800. .600 .400 200 00 0 D0 00 000 200 Project Number; . GINf. ,
GP,~ ~ MEN rrrrriiin~N~`
1720 - 1720
1700
1700
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1660 1660 1680 1 ~ ' / 1
1 r ~ ~ _ 680
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01+50.00
i
1660 1660
03f0o.o0
rt
.1:000: S00 600 400 200 00 00 00 00 000 200
w~nsioNs
o. Descri tion Date B P y
1720
1720
f000 .800 800..... ....600 400 200. oo ao oa oo
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1700 ` ~
1700 1700
~ i 17 00
~ - ~
1680 ~
1680 1680
r 1680 r ~ i l `--,J_ _ __~l
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1660 1660
16 60
RUNWAY 26
01+00.00 ~~~~ON
02+50.00
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C RS SE TIOIV S
€ ° Ea
STA + .101 + _ 00 T STA. 103 50
J
L
-1000 -800 -600 -400 -200 0 200 400 600 800 1000 1200 -1000 -800 _8 _
00 600 -400 -200 0 200 400 600 800 1000 1200 - ANDR EWS MU
RPHY
i~ HuLOCaa urawing Keterence:
~n °o ;N V Pile: Path J\Andrews-Murphy\Ro362C10 - Runway 26 Extension\Plans\ AM10 Cross Sections 1-25.dwg Saved: Jul 03, 2003 - 6:29am by MModdin / Plotted: Jul 07, 2003 - 11: 28om
v Qo 200 100 0 200 400 600 20 10 iiim 0 20 40 sa Date: Drawing Number:
rti o> as N JUNE 2003
Business Unit: GRAPHIC SCALE BAR - HORIZONTAL GRAPHIC SCALE BAR - VERTICAL
GREENSBORO

/
A~~' A~On
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AVIA TION CONSULTANTS
AR of North ~ p~,
1700 _ 1700 17 7031 Alber Pi ' t ck Road, Sulte 302
Greensboro N r h 1700 o t Carolina 27409
ATLANTA, GA ~ BATON ROUGE, LA ~ CHARLESTON SC
CHARLOTTE, NC ~ CHICAGO, IL ~ COLUMBIA, SC
GREENSBORO, NC • GULFPORT, MS ~ JACKSONVILLE, FL
1680 ~ - 1680 168 KNOXVILLE, TN ~ MOBILE, AL ~ MIRTLE BEACH SC ORLANDO FL ~ RALEIGH NC ~ RICHMON V
~ D, A - 1680 SARASOTA, FL ~ TAMPA, FL ~ WEST PALM BEACH, FL - ~ - ..l
I r--- 1~
Designer: Seal:
JSJ
1660 CAR
1660 166 Techni i can. ~ ~ ~ ' / , 1660 o..~ofESs
DCS ~ ~ Q . .
05+00.00 _ - Checked by. 022998 -
06+50.00 - . - M,1M - . ,
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Project Number: , IN
' MEN G RA3B2010 ''~~~„unn~~r,
..1000 8~0 600 400 200 QO 00 00 OQ 000. 200 tppp gQp _80~
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1700
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, 1680 168 r _i ~ 1680 ~ 1 I - ~ -
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1660 166 1660
04+50.00
06+00.00
oNs
o. Description Date B Y
1000 8Q0 600 400 200 00 00 00 00 000 20a 1000.. 80~ -804... .....600 400 200. 00: QO 00 00 000 :......:...200
1700 1700 17
170 0
,
1680 ~ ~ ~ 1680 168 _ 1
y~ _ _ - 1 1I _ r v-___ , 1680 ' l1 ~
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1660 1660 166
1660 RUNWAY 26
EXTENSION
o++oo.oo ......05+50.00
s Drawing Name:
CR 0 S E S TI C ONS
STA. 104 + 00 TO STA . 106 50
-1000 -800 -600 -400 -200 0 200 400 600 800 1000 1200 -1000 -800
80 - - - 0 600 400 200 0 200 400 600 800 1000 1200 - ANDREWS MURPHY
Autocnd nrnwinn Rafnranro•
a~ Path: J:AAndrews-Murphy\Ra362010 - Runway 26 Extension\plans\ Pile: AMID Crass Sections 1-25.dwg
~o Saved: Jul 03, 2003 - 6:29am by MMaddin / Plotted: Jul 07, 2003 - 11, 28am
v° 9h 200 100 0 200 400 600 20 10 0 20 40 60 Date: Drawing Number:
QO
s o o j MW - I " JUNE 2003
N Business Unit: GRAPHIC SCALE BAR - HORIZONTAL GRAPHIC SCALE BAR - VERTICAL
GREENSBORO

w~I~7Cn~'mVnf Ill Alllf"Vlll
• .
OOUVIY, NC
TH E
LP A -
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-
AI/IAT ON CONSULTANTS
TIE l PA R G P OU of N orth Cyr p~a,
1700 7031
1700 1700 Albert Plck Road, Suite 302
17 Greensboro 00 ,North Carolina 27409
ATLANTA, GA • BATON ROUGE LA • CHAR LESTON, SC
_ _ CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
1680 \1 - GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE FL \i - KN X 0 MLLE, TN • MOBILE, AL • MYRTLE BEACH, SC
f 1680 1680 ~ ORLANDO, FL • RALEIGH, NC • RICHMOND VA
'`,r 1680 SARASOTA, FL • TAMPA, FL • WEST PA M L BEACH, FL
Designer: Seal:
1660 JSJ
1660 1660 CAR Technician; ~
1660 ; o...~of • Q 9 DCS ~ .
os+oo.oo
~~?50:00 Checked by. - - a22ssa - . ~ -
~_~g. MJM -
Project Number: ~
~ MEN
1000 800 600 400 200. 00 00 00 000 ' 200 ~ppp 800
800....: -.600 400 ....:.....200 00 00
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1000 80~ 600 400 20~ 00 00 00 00 000 200.. 1000 .800.
80 0 600 404. .200 00
00 _ Qo 00 000 200
1700
1700 1700
17 00
1680 - , _ _
` ' - 1680 1680
u - 1680 ~
1660 Project Nome:
1660 1660
16 60
07+00.00 RUNWAY 26
E)(TE oa+so:0o _ NSION
Drowing Name:
'a8
go CR OSS SECT ION S
STA.1 + 07 0 OT T 0SA .1095 0
-~0~0 -800 -60~ -4~~ -2~~ 0 2a0 400 s~~ 8~~ X200 -~~~0 -$00 _8 _
00 600 -400 -200 0 200 400 soo soo 1000 12ao - ANDRE WS MURPH
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I ~ 0 UN File: AM10 Cross Sections 1-25.dwg Saved: Jul 03, 2003 - 6:29am by MMaddin / Plotted: Jul 07, 2003 - 11..28om
oM Qo 200 100 0 200 400 600 20 10 0 20 40 60 Date: Drawing Number:
iV
o> a o JUNE 2003
Business Unit: GRAPHIC SCALE BAR - HORIZONTAL GRAPHIC SCALE BAR VERTICAL
GREENSBORO

a , . .
OOUNIY, NC
T H E
LP A - -
GR - 0 UP
A VIATION CONSIATANTS
1700 RP 0 U of Horth o1M spa
1700 1700 70 ~ 3 Albert Plck Road, Sulte 302
1 Greensb r 700 0 0, North Carolina 27409
ATLANTA, GA • BATON ROUGE LA • CH ARLESTON, SC
CHARLOTTE, NC • CHICAGO, IL • COLUMBIA SC GREENSBORO, NC • GULFPORT, MS • JACKSON
1680 i - _ ~ _ ~ ~ - - 1680 1680 MLLE, FL " KNOXVILLE, TN • MOBILE, AL • MIRTLE BEACH, SC ~ r
- ~ ~ 1 ORLANDO, FL • RALEIGH NC • I 168 R CHMOND, VA
~ SARASOTA FL • TAMPA • , FL WEST PALM BEACH, FL
Designer: Seal:
1660 JSJ 11111111111111/ _ CAR
1660 1660
t1+00.00 1660 ; ~ : ~p4 0 ~C$ .Q
_ S 12+50.Q0 _ _ Checked by. 229
Project Number: •.,OINE
CP,` • MEZ 1,, RA361010 ''ll n n 111j11`
1000 800 600 400 200. 00 0 00 00 000. 2D0 1000 800
800 ...600 400 200... o0 00
oo_ 00 000 ....:......zoo
1700
1700 1700
17 00
1680 ' ~
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1660 i
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_ REYI310N3
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EXTENSION
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%8
CR 0 E TI S
TA. 1 10 + 00 T S TA. 112 50
-1000 -800 -600 -400 -200 0 200 400 600 800 1000 1200 -1000 -800 _8 _
00 600 -400 -200 0 200 400 600 800 1000 1200 - ANDR
EWS MU RPHY
i~ Ru[oco° ur°wfng Reference: Path: J:\Andrews-Murphy\Ra362010 - Runway 26 Extension\Plans\
„o 30 UN File: AM10 Cross Sections 1-25.dwg Saved: Jul 03, 2003 - 6: 29am by MMaddin / Plotted: Jul 07, 2003 - 11: 29arn
9h QO 200 100 0 200 400 600 20 10 0 20 40 60 dote: Drawing Number:
LU
a o' JUNE 2003
GRAPHIC SCALE BAR -HORIZONTAL _ Business Unit: GRAPHIC SCALE BAR VERTICAL
GREENSBORO

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o Path:. J:AAndrews-Murphy\Ra362010 - Runway 26 Extension\Plans\ File: AMID Cross Sections 1-25.dwg
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n ~o 30 Saved: Jul 03, 2003 - 6:29am by MMaddin / Plotted: Jul 07, 2003 - 11. 51 am
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Autocad Drawing Reference:
o_... ,...__...,o_,~~~,~ ~
N rm File: AMID Cross Sections 1-25.dw9
4~ ~ I I Saved: Jul 03, 2003 - 6:29am by MMaddin / Plotted: Jul 07, 2003 - 11:52am
I n 0 ;N d 200 100 0 200 400 600 20 10 0 20 40 60 Date: Drawing Number:
D~ QO / ~ JUNE 2003
rU Business Unit:
« Q a°o N GRAPHIC SCALE BAR - HORIZONTAL GRAPHIC SCALE BAR - VERTICAL GREENSBORO

ANDREWS-MURPHY AIRPOfiT
~t~ .
CI$iOKff COUNTY NC
TH E
_ LPA
GROUP = _
ANI TI T A ON CONSUL ANTS
T~ LPA R f N rth r , 0 0 ~ p~
7031 Albert Pick Road Suite 302
_ , Greensboro North Carolina 27409
ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
- CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
KNOXVILLE, TN • MOBILE, AL • MIRTLE BEACH, SC
ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
170 1700 17 1700 SARASOTA FL • TAMPA FL • WEST PALM BEACH FL
- d;_ ~ -
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`1111111 I U II11l,1 JSJ ,1 Cq
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168 1680 168 0~ • ESSI . 1680 : ~;•Q~°F oN9 , DCS ~
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168 1680 16
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43+50.00 45+OOoo
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CROSS SE TIONS C
+ + STA. 143 50 TO STA. 146 00
-1000 -800 -600 -400 -200 0 200 400 600 800 1000 1200 -1000 -800 - - - 0 4o AND - •aoo 600 400 200 0 2 0 o soa 800 1000 1 zoo REWS MURPHY
Autocad Drawing Reference:
~ o /m T~ nru -murp y nay - runway co cx ens on runs File: AMIO Cross Sections 1-25.dwq _
n'D ~i 3 Saved: Jul 03, 2003 - 6:29am by MMaddin /Plotted Jul 07, 2003 - 12:02pm
I ~ Ho N u~ 200 100 0 200 400 600 20 10 0 20 40 60 Date: Drawing Number:
o`~ Qo JUNE 2003

cti a 'o N GRAPHIC SCALE BAR - HORIZONTAL GRAPHIC SCALE BAR - VERTICAL Business Unit GREENSBORO

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Gr n 1720 ee sboro, North Carolina 27409
ATLANTA, GA • BATON ROUGE, LA • CHARLESTON SC
CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
i~o KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC
- ORLANDO, FL • RALEIGH, NC • RICHMOND, VA ' ` ~ ' _ ~ ~ - - _ 1700 SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
l M
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1000 800 B00 400 200 00 0 00 00 000 200 f000 800
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168 - 1680 168
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9 QO LDate 200 100 0 200 400 600 20 10 0 2 Drawing Number: 0 40 60 NE 2003
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Green 1720 sboro, North Carolina 27409
ATLANTA, GA • BATON ROUGE LA • CHARLESTON , SC CHARLOTTE, NC • CHICAGO, IL • COLUMBIA SC
GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
170 KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC
i - 1700 17 h ORLANDO, FL • RALEIGH, NC • RICHMOND VA _ _ _ _ _ 1700 SARASOTA FL •
TAMPA, FL • WEST PALM BEACH, FL `
Designer Seal:
JSJ
168 ~ ARp
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a~ -vii.uu vrumny r-ererence: Path: J:\Andrews-Murphy\Rc362010 - Runway 26 Extension\Plans\
f' ~n ~o Pile: AM10 Cross Sections 1-25.dwg Saved: Jul 03, 2003 - 6:29am by MMaddin / Plotted: Jul 07, 2003 - 12.,02pm
v v`n Qo 200 100 0 200 400 600 20 10 O 20 40 60 Date: Drawing Number:
i_
rD O > ao JUNE 2003
Business Unit: GRAPHIC SCALE BAR -HORIZONTAL GRAPHIC 19 SCALE BAR VERTICAL
GREENSBORO

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ATLANTA, GA • BATON ROUGE LA • CHARLESTON S
,C CHARLOTTE, NC • CHICAGO, IL • COLUMBIA SC
GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
170 1700 1700 _ KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH SC _ ORLANDO, FL • RALEIGH NC • RI
- - CHMOND, VA 1700 SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
Designer: Seal:
JSJ
168 1680 1680 .ARO
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168 1680 1680
1680 RUNWAY 26
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Autocad Drawing Reference:
i ~ F Section 0wg - Runway. 26 Crtension \Plans\ - 1 s 25.
I ~ ~O N u~ 03, 2003 - 6:29am by MMaddin Plotted: Jul 07, 2003 - 12, 52pm
9h QO JD 1An0dCrarewss I I kMj I I s-Murphy\Ro36201d 200 100 0 200 400 600 20 10 0 20 40 60 g Drawing
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d O N M Mlio~ Number: s Unit: -20
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ATLANTA, GA • BATON ROUGE LA • CHAR LESTON, SC
CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
170 - -i GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE FL KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH SC
- 1700 168 ORLANDO, FL • RALEIGH, NC • RICHMOND VA
1680 SARASOTA, FL • TAMPA, FL • WEST PALM B A E CH, FL
Designer: Seal: 58+00,00
168
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56+50.00
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J i AutOCad Drawing Reference:
In °o o~ Path: J_AAndrews-Murphy\Ra362010 Runway 26 Extension\Plans\ File: AM10 Cross Sections 1-25.dwg Saved: Jul 03, 2003 - 6:29am by MMaddln / Plotted. Jul 07, 2003 - 12:18pm
v`~ Qo i- 200 100 0 200 400 600 20 10 0 20 40 Date: Drawing Number: 1!!M" I 1 11 ber.
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1680 1680 1680 Greensboro North r lin 1680 Ca o a 27409
ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
59+50.00 61+00.00 CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
GREENSBORO, NC • GULfPORT, MS • JACKSONVILLE, FL KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC
ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
- SARASOTA, FL • TAMPA, fl • WEST PALM BEACH, FL
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-1000 -800 -600 -400 -200 0 200 400 600 800 1000 1200 -1000 -800 -800 -600 -400 -200 0 200 400 600 - soo 1000 120o ANDREWS MUR PHY
Autocad Drawing Reference:
rc o N rm - N, -mu yr y~nu~ - ur way io [.K ens on runs, file: AM10 Cross Sections 1-25.dwq
vl 5 Saved: Jul 03, 2003 - 6:29am by AMaddin / Plotted- duo 07, 2003 - 12:31pm
I ~ ~O ;O UN 200 100 0 200 400 600 20 10 0 20 40 60 Date: Drawing Number:
OM QO JUNE 2003
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~sso ~sao Greensboro North Carotin 74 a 2 09
.64+00.00.
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CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC GREENSBORO NC • GULFPORT MS • JA K
_ C SONVILLE, FL KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC
ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
- - SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
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CAR h clan. 0~ ESSI ~ •~ti
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1720 1720 172 1720
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-1000 -800 -600 -400 -200 0 200 400 600 800 1000 1200 -1000 -800 -800 -600 -400 -200 0 200 400 AND - soo 800 1000 120o REWS MURPHY
Autocad Drawing Reference: Path: J: \Andrews-Murphy\Ra362010 - Runwoy 26 Extension\Plans\
T~ 6~ File: AM10 Cross Sections 1-25,dwg Saved: Jul 03, 2003 - 6:29am by MMaddin / Plotted: Jul 07, 2003 - 1231pm
O
yN O~ 200 100 0 200 400 600 20 10 0 20 40 60 Date: Drawing Number:
QD / _ JUNE 2003
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85+50.00 Greensboro North r I' Ca o Ina 27409
ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL KNOXVILLE, TN • MOBILE, AL • MIRTLE BEACH SC
ORLANDO, FL • RALEIGH, NC • RICHMOND VA
SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
1.000 800 soo 600..:......400 20o ao 0o Oo 00 000 200
Designer: Seal:
JSJ
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1000 800 600 400 200 00' 0 00 00 000 200
66+50,00
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1000 800 _ga 0 600 400 200 00 00 00 00 000. 200
I
172 1720

170 - 1700 1720 17 20
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ANDREWS MU RPHY
Autocad Drawing Reference;
a~ \-crews-murpny\" bzotu m,-a, 26 tslensian \Plans\ Rle: AM10 Cross Sections 1-25.dwg
~n ~o Soved: Jul 03, 2003 - 6:29am by MMaddin / Plotted: Jul 07, 2003 12:11pm
a~ 200 100 0 200 400 600 20 10 0 20 40 60 Date: Drawing Number:
Q~ JUNE 2003
o~ ao Business Unit:
N GRAPHIC SCALE BAR - HORIZONTAL GRAPHIC SCALE BAR - VERTICAL GREENSBORO

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CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
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KNOXVILLE, VA ORLANDO, FL • RALEIGH, NC • RICHMOND,
- SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
_ Seal: Designer.
~~~~~uun~r~~A
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~~0~0 ~80~ PaU: J: AAndrews-Murphy\Ra362010 - Runaoy 26' Exterslon\plans~ ~le~, AMIO Cross Sedians 1-25.dwq
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X 1675.5 SPOT ELEVATION CO r - ~6 O NEW UNDERDRAIN CLEANOUT
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- PROPOSED PROPERTY EASEMENT ~ ~ ~ - - - PROPOSED PROPERTY LINE ~ ~ , - - - GR P - _ _ .
~ NEW STRUCTURE NUMBER , , - - - " GRADING LIMITS EXIST. - ?695 _ _ AVI T Exisr. A ION CONSULTANTS
_ - ° ~ ~ ~ DISTURBED LIMITS ~ ¦ NEW DROP INLET W/ INLET PROTECTION ~ ' ~ ~ 1695 _ _ _ . . ,CULVERT - . _ _ _ _ rv. . _ _ . THE LPA R P f N rth r IM , ,
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1 ~r _ , ° - - - - - - - EXIST. EDGE OF PAVEMENT NEW ROCK CHECK DAM , 4 . Greensboro, North Carolina 22409
- - - ~ _ - ~ ~ NEW EDGE OF PAVEMENT . ~ ~ ' _ , 4 ,
~ ` EXIST. TREES & VEGETATION ~ Q ~ MATTIN ~ ~ ~ ~ _ ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
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I a.P EXIST. LIGHT POLE _ ~ _ . _ ~ ~o- EXIST. POWER POLE NEW INLET PROTECTION -CULVERT ~ I , ' DIT H G ' - ` ` ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
- _ ~ CONTROL POINT ~ \ + ~ `EXIST. CULVERT ~ ~ ~ ' ; SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
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~ EXIST. TAXIWAY A2 TO MEET ' - s ' E 550310.45.' ~ ~ r
~ E - 549821.72 r ~ rwi. - ~ E s ~ EC-i ,"~n*:'
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I_ ~i ~ O O. ~ O O~. O ~ ~ , , , 404+17.12 , , ~ ` ' LEVEL SPREADER TO , , , : ~ ;yC _ I
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THE NEAREST NATURAL DITCH ~ -
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TAXIWAY A STA: ~~9+78.80 ~ ~ ~~I ~ - ~ DITCH A ~ t ~ - AVIATION CONSULTANTS
` A TA. 403+00.00 S` ~ ~ .-.1 TAXIWAY 2 S _ ~ ~ _ _ I ~ y F - Q # _ I ~ ~ i ¦.............r •I ~ _ o
~ ; ~ I INV, _ ~ ~ 1~ LPG R P f H r 0 o th aroN~ .a.
- ~ ~ ~ n ` I h E' , 1695.0 INV. = 1695.5 INV. = 1696.0 C S r~ ~ ' 7031 Albert Pick Road Suite 302 S MATTING r t
EXIST. 24 RCP ~ + ~ 3 ~ uo uo uo uo un un uo uo uo ~ ~~r' ~ ~ Greensbor r h w , ~ , ~ _ o, Not Carolina 27409
ELEV. - 1694.43 ~ ~ ,r 4 RCP ! , 4. , ;,{,I „ MaTTINc D-.5 ,
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_ ......403+00 ~I~~ ~ 1 303+00.00 ~ CHARLOTTE, NC CHICAGO, IL • COLUMBIA, SC - I t',~; 10~ GR N • • ~ i
_ W . _ ~ . - ~ i . 6 1 q ~ 68 - SAWCI~~ - D = .6 EE SBORO, NC GULFPORT, MS JACKSONVILLE, FL _ _ . _ KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC SLOPE 0.42
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VERTI~AL~'~A~~,-- ; ~ - _ 2 (~1 \ Y ~i~ , , ~'i ~ i - SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
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- ~ h ~ ,1695 T RCP ~ - ~ : ~ . ~o4E OHq ••.9 6 DCS . e ~ .
A 1 ; DITCH B 2 SEAL
_ ._...NE.W -2#~'_ MCP CUt.VERT 81 Checked b . 022998 - Y , 7' ` 138 LF OF 24" RCP 0 .20% CLASS IV 302+00 _
= - 402+00 CO' r, :INSTALL 10 STEEL INV IN 16 2. W STA 1 0+24.10 OFF 206.00 LT % F ~
DITCH C ~ - - ~ ~ j . , . ~ ~ ~ ~ CASING PIPE FOR ~ MATTING $ 3 RPZ INV OUT 1692.3 RW STA 148+86.27 OFF 206.00 LT NCINE~;.• ~ g i ~ Project Number: P~'~.` ~ INCLUDING FLARED END SECTION ME~G
- , ~ 1 I o ; ' FUTURE USE, CAP. ,ey INV. _ _ ~s " " RA382010 ~~'~nn n n
~ L' ~ _ DEPTH OF COVER - D = s-s° !j 48 CIRCULAR MANHOLE W/ NEENAH R-3491-J LID & FRAME
~ ~ ~ ~ 1693.0 ~ 3' MI SLOPE = 0.267 .4 ~ , ~ , , 1-.- ~ , NIMUM ~ ~s RW STA 148+88.27 OFF 206.00 LT ~ 2 ~ TOP 1695.54
MATTING ~ ~ ~ ~ ~ ~ ~TCH B i i ~ I , ~ ~ ~ 1695 , I j , `,J. r ~ NOTES:
I 1 ~I ~ , CULVERT C1 r;; b ~r,;~ 8 3T LF OF 24" RCP 0 .20% CLASS III
D = 2.75' ~ ~ ~ ~ ~ ~ _ SLOPE = 0.27 ~ ~ ' S - - '~h 3 INV IN 1692.30 RW STA 148+86.27 oFF 2os.oo Lr 1, CONTRACTOR SHALL ANTICIPATE
r I I DITCH C ~ , ~ ; h ~ ' SAWCUT NEAT ` „ NEW DOUBLE ~ ' ~ INV OUT 1692.23 RW STA 148+60.24 OFF 180.00 lT INCLUDING FLARED END SECTION EXTENSIVE DRYING AND SCARIFYING OF
_ ; ! , , ~ I` ~ I; ~ INSTALL 10 STEEL CASING PIPE x VERTICAL FACE. , ` ~`-`----ARCH V RT ' CUL E S f 7 SITE SOILS PRIOR TO COMPACTION
401+00 I ~ I ' ; ° FOR FUTURE USE, CAP. DEPTH OF ~ 30' T 6" DIP " ~ ~ ~ ~ TACK. (TYP.) , ~ ~i~. 301 +00 _ - _ ~ ~ ~ ~ ~ CULVERT Al " r 4 64 LF OF 24 RCP 0 .5`ffi, CLASS IV I
I EXIST INVER ° - , . _ COVER = 3 MINIMUM - i. , _ „ ~ _ 1 , _ ELEV = 1694.33 _ . , , _ - - ' I INY IN 1694.76 RW STA 150+56.76 OFF 358.8 LT 2, ALL COST ASSOCIATED WITH SAWCUT r ~
r _ _ % ~ s N -RSA ~ . p ; ~ . ~ INV OUT 1694.43 RW STA 150+12.92 OFF 312.9 LT _ .
C7 TO BE B D _ , - _ ~ . . INV. = 1693.7 INV. = 1694.0 ~ BITUMINOUS PAVEMENT SHALL BE , 48 CIRCULAR MANHOLE W/ NEENAH R-3491-J LID & FRAME INCIDENTAL TO THE UNIT PRICE FOR
I- _ ~ INV. = 1693.5.. _ . CO ~ ~0 ' ' ~ S RW STA 150+12.92 OFF 312.9 LT NWAY 8-26 STA. 154+84.80 ' ~ E""
W ~ ~ ~ ~ ~ ~ ~ ~ ' uo ~ uo w -pia ' ~o uq w uo ~ ~ ~ -0,, RU , TOP 1698.21 MILLING BITUMINOUS PAVEMENT. W
W ~ _ - - - - - - 1696. , _ _ _ _ _.,_y _ 1696. ~=.~.r TAXIWAY Al STA. 300+00.00 ~ _ W ~ '',l~ ENDWALL FOR DOUBLE ARCH PIPE CULVERTS, PER NCDOT 838,04 ' 6 RW STA 158+32.75 OFF 210.84 LT
_ - _ t . 7 . , s ~ F. r; O 5 ~ _ . 7 ,z Op _ - ~ i ~ INV 1700.16
ti._,. ~ ~ ~I ~ 1,~ 16 g .6 $ n ~ ~ . ~ X696 ' S
_ ~ ~ . w, . , ~ ' 's. . 30~ i 414.5 LF OF 47"X71" BITUMINOUS COATED L.S. 300+00.00 ~ ~ W
W _ . ~ ~ ~ w ,-400+00.00 ~ f - _ - _ T _ _ ~ I; _ _ ~ PIPE ARCH CULVERTS, TYPE A, ,668" THICK 01.48X W ~ - - ~ ~ " ~ + j ~ INV IN 1700.16 RW STA 158+28.32 OFF 210.84 LT
. . ~ ~ ~16 s . - _.u_. ~ 9s I ' ~ _ _ ~ r - ~ ~ . • - ~ ' ll INV OUT 1694,15 RW STA 158+64.29 OFF 202.40 RT
~ ~ ~ m ~ h_ i - . . _ - _ ~ - \'~l, ,'r~' 414.5 LF OF 47 X71" BITUMINOUS COATED L.S.
O _ _ ~ - _ - - - - _ - _ - ~ ; ~ PIPE ARCH CULVERTS, TYPE A, .668 THICK 0 1. _
O _ _ _ , O-- - - ,w _ , " ' ~ ~ ' ~ INV IN 1700.16 RW STA 158+36.21 OFF 210.84 LT -
- _ ~ INV OUT 1694.15 RW STA 158+72.18 OFF 202.00 RT _ ~ ; Y - _ ~ - r
INV. 1693,0 ~ -~-i _ -INV = 1 4 ~ = - - _ - - - 69 .5 " ' ' ~ ' , ENDWALL FOR DOUBLE ARCH PIPE CULVERTS, PER NCDOT 838.04 4.5 ~ • m ~o I _ . - - , _ 9 RW STA 158+68.72 OFF 202.00 LT - r
r INV, - 1693.7 ~9~-=f";. i o i \ ~ _ - , - , INV 1694.15
RSA RSA ~ RSA = ~ - ~ ~ ~ ~ _ i ~ 0 ~ ~ RSA ~i - ~ % 0 _ _ - ~ ~AWCUT NEST
Q ~ ~ RUNWAY STA. 149+78.80 ~ ,r ~ ; - VERTICAL FACE, + - RUNWAY 8-26 STA. 155 02.30 a r~ _ ~
F- , , , , ~ . TAXIWAY A2 STA. 400+00.00 ~ ` ~ END RUNWAY 8-26 EXTENSION
t~ s !TA _ - 9 CK, TYP.. s - _ . ..~fCl4ET $RANCN~ _ _ . ' _ - . 4 - _ . . . - _ ~ _ _ _ m
_ . _ ~ , .-y w _ _ W ~ . _ - - - , . - _ l ~ N = 562312.02 NOTE. W
_ Z _ _ ~ _ _ oo _ . _ _ . . _ _ _ v _ . ~ ~ _ E r. _ ~ • = e Z E 550392.61 LEVEL SPREADER TO
. . ~~00 _ ~ , _ Y 2 TA. 149+96.30 ~ ~ - - - - _ _ -ee- J BE CONS?RUCT€D ".u
' J ~ - - - - • i ~ ~ f , UL
BEGIN RUN _ _ . y ~ WAY 26 EXTENSION - - U - - - Ai ~ ~ ~ ~ .r
~ - l N - 562173.49 , ; ; 4 , r
. ~ R - , Q P . ~ Q REVI310N3 ;
E = 549905.94 ~ - ~ ~ RP Z o. Description Date By
- ELEV. = 1696.81 ` -~a95 RPZ •
DITCH E _ , _ ~ DITCI IT H D C E _ RPZ
9
r IT H RPZ , D C D
c _ y _ ~
- • ,
_ ~ ~ _ -

~ , , 1 MATTINO .
O O ~ O O O O O O O O O O O O O O O O O O
O O O ~ MATTING O O ~O O O D= 1.5' O O + + + + SLOPE = 0.45Y
I~ 00 0) O ~ N M~ ~ ~ N ~ + co - - I , ao rn o DITCH D
~ ~ ~ ~ ~ ~ t D- 1.25 N ~ ~ '...I~ ~ In co cp r- ~
1 + t SLOPE = 0.75x ~ _
1 ~ , ~ DITCH E ,
~ ~ ` ` Project Name: NEW , . . . .
1 I
~ t% MITIGATION
fNV. = 1 .5 692 f , ITCH - D RUNWAY 26
r ~ ~ ~ ~ EXTENSION . ~
3 0 _ ~ , •
' ~ ~ • ~ x
- ~ O a ~ -V ~ x:, - ~ • , . " Drawing Name:
P / m o i x ~ ~ ~ , ,
° ~ ~ o ~ x , ~ . r . , _
i i ca . - • / - + ~ - .~r -
o ~ . 00 IV ~ I S ' ~~,r _ d'
O ~ ` / , ~ ~ / ~ \ 1 G G&D NAE _
q ~ry 4 V' M \ / \ W - - ~ ~ y _ , .
~ ~ f ~ `I\ ~ t / ~ _ , ~ ; - ,..X , ~ ~ - ~ ~
N ~ r ,r
/ / A XV Wi -1 I -~wi.- ~ - _ - ,
ro v\ • ~ - . GD-
i cc ~o ~ ~ ~ - - ~ - - ~ , : GD-~ ANDREWS-MURPHY
io ~ o~ FENCE REMOVAL ; -
f0 ~ T ~ ~ ~•r a--"' _ - Autocad Drawing Reference: - .
E (CONRINUES TO ;a ~ ~ rri n ~ w , ~ r- . i ~ Pnth J \Andrews Murphy\Ra3fi?.070 Runway 26 Exienston\Plans\ _ ~ ~ ~ ~ y,' ~ ~ , - pile: AM10 Grading & Drainage Plon 1--6adwg ¦ % y ° :'.y ~ i % ~ ~ ~ ~ ° ' ~~r ~ Saved: Sep t@ 2003 1:44pm by JJohnson / Plotted: Sep 19, 2003 - 2: 01pm
, , ra ~ SkIEET GL-1) , r r x ~ ' ~ 50 25 0 50 100 150 Date; Drawina Number:
rr~¦~r¦~rrr~~r~~~r~r *SOW- 411 JULY 2003
mom r • a m r r r r ~ ~ x/ Q~ r r r x/
GD- Business Unit: Wl - - GRAPHIC SCALE BAR e .
GREENSBORO

I ~ ~ i + X? ~ A A ~ ~ 'I ~ 1 ~ w. a ~ i'. 'x~, v _ ~ r
\ I 1 1 A t y ~ ~ ~ ~ ~ - ~ j 1 , V ` \ ~ ~ _ -
I I 1 f ~ + I ik ~ ~ ry , . ~1p~y A ~ A V ~ A ~ - ~ ~ ~l , ~
~ ~ \ ~ ~ r~ ~ 1 ~ V ~ ~ ~ ~ . , , ~ R~ D ~ ~ . - . ~ /,i ~
v ~ A ~ } , ~ , \ . , , , ~ ~ , ~ _ CIS - ~ ~ _ S
\ 1 ~k vv \ y ~ ~ ~ v ~ . , , ~ ~ ~ - . ~ - _ . ~ , , ~ r~9 A
\ ~ 1 \ \ • ~
' ~ ~ k\.___\ ' \ , - , \ \ y, -.l v ~ ..l \ . ~ ~ . ~ . ~ . x.. ,
\ I - • ~ 7.. ~ ~ . ~ , ~ ~ ~ \ - ~ ~ III Y M~YY h \ ' ~ ~
r~l ~ v ~ 1 ~ ~ ` ~ ~ r , . ~ ~ ~ ~ ~ ~ ~ ~ ~ 45
I ~ xl i ~ M- , I i ~ n ~ 4 ~ ' . .
I I ~ ' ' - A ~ I ~v \ - THE ~ _
¦ \ ~ ~ , ~ ~ s ¦ ~ \ ! ' ti . ~ , . ,
r r ~ - ~ LPA . ,
? ~ ~ r 1..", ~ ~ . ~ ~ . ; ~j ~ , ~ ~ ~ _
~ , t ~ , , _ , , ~ ~ _ SULTANTS .
/ J 1 z ~ r 4
~ ~ I ~ ~ ~ / ~ ~ v MATTING 1 ~ ~ 'k I / - , , . , ~ R P f N rth - . TIE LPA x ~ OU o o ro , , Ca ~a a , , r
\ v I p$ V ¦ - , oatl Sulte 302 ' 7031 Albert Pick R ' , v
~ ~ ~ ~ I - ~ - i ~ ~ ~ ~ ` ' • ~ . _T ` ~ W` Greensboro, North Carolina 27409 , r ~ t , / \ ,
D=.6 ` ~ Iki SLOPE = 0.429 ~ ' 1 ~ ~ , q, ~ , \ s ~ ~ TLANTA, ~ ~
. DITCH H I - ~ - ` - - ~ - - A GA • BATON ROUGE, LA • CWARLESTON, SC - , ~ ~ , ' . v
I ~ ~ t k 1 ~ I I f ~ ` ~ CHARL ' , , ~ 1 OTTE, NC • CHICAGO, IL • COLUMBIA, SC , , \ ~ ~ , ~ \ . , ~ , ' . (~iEENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
t ~ . , ~ ~ ~ ` , , ` ~ >>35 , , , , KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC ~ ~ , ~
I r I" ` ' • ~ , i . , a ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
I ~ E ~ r ~ ~ ¦ ' , ` ~ ~ ' . ~ , ~ , . , i SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL ~ , ~ I~~t~
T" - , - ~ ; , 1745 . ~ _ .k ~
DITCH H . ' ~ ` ~ Designer: Seal: ' ~ ~ i ' ~ ' ~ ~ ~ ~ ~ ~ ~ ~l ~ JSJ
~ ~ , , ,
f ~ ~r ` ~ ~ ~ ~ I Technician: ~ ~
1 ¦ I ' ~ ` ~ ` ~ 1 i t • pFES51pti••.ti ; ` ~ DCS ~ •Qe q~ •.9
i ~ i~. SEAL
/ ' ~ - ~ I Checked b . - _ _ _ -EXIST. PIPE ` ~ ~ ' Y - 022998 , i ~
NEW DRAINAGE PIPE ~ ~ - ; i', ~ ~ , MJM 15 EXIST. CONTOUR ~ ' = uo NEW UNDERDRAIN ~ , ! ~ ~ ` F ~
X. "-1675^ FIN o NGINEE ~ . ~5^ FINISHED GRADE ~ ~ i ~ ' ~ Project Number, ? ' P~\`~
I~ , ~ + w~ 0 ~ _ 0.36%--~ NEW UNDERDRAIN SLOPE , i i ` i ` ~ ME~G
X 1675.5 SP \ ~ k 675.5 SPOT ELEVATION CO N W r i O E UNDERDRAIN CLEANOUT , " , i
EXI ~ , EXIST. AIRPORT PROPERTY LINE i ~ , . i , ~ I
- - EXI' w_ _ , _ ¦ I' ' EXI' EXIST. PROPERTY LINE (OTHERS) NEW UNDERDRAIN END TREATMENT ~ , , , ~ , , ~ NOTES: EXIST. EASEMENT ` ~ ~ ~ ~
~ ~ I~ PRI Q NEW MANHOLE ~ ~ PROPOSED PROPERTY EASEMENT ~ ~ ~ ' ,4 t i !
~ ~ PRI - PROPOSED PROPERTY LINE - ~ ~ ~ , ; ~ ~ ` ~ , ; , 1 NEW STRUCTURE NUMBER , 1. CONTRACTOR SHALL ANTICIPATE
I GRI x r 1 ' . ~ , , - ~ ~ GRADING LIMITS ~ I ~ ~i , ; , i ~,1 _ I ~ , , , EXTENSIVE DRYING AND SCARIFYING OF
; _ _ , ~ w _ ~ i ~ . ~ i i i~-r-i-;--~-i- EXI D STURBED LIMITS p ~ NEW DROP INLET W/ INLET PROTECTION _ _ ` ~ ~ ` ~ ~
N ~ . , , ¦ , ~ {-I-~-I-}- EXIST. RAILROAD ~ , _ ~ ; SITE SOILS PRIOR TO COMPACTION - X - EXIST. FENCE ~ i k. ` ~ ` ~
_ fv ~ ~ - x IN- x fN- x M! EXI'. 0 _ + ~ 1~ ~ ~ ( ~ x ? EXIST. DRAINAGE INLET ~ , ' E i ' ; ~ fN- M! EXIST. FENCE TO BE REMOVED ~ i i, 2. ALL COST ASSOCIATED WITH SAWCUT
~ , S , . EXI'. - - - - EXIST. EDGE OF PAVEMENT NEW ROCK CHECK DAM ~ , , i ' , ' ! i
. _ , \ , ~ I kj NEV w. - I , r..-.~-..~,:~.~:~. , EXI; NEW EDGE OF PAVEMENT ~ ~ ; ; . ~ ~ ; i ~ ~ BITUMINOUS PAVEMENT SHALL BE .w~~,~,-~. EXIST. TREES & vECETA>loN ~ ~ ' ~ ~ ~ ~ INCIDENTAL TO THE UNIT PRI F
~ . 17 ~ . U, \ _ + ~ EXI' CE OR
W - , EXIST. AIRFI I HT B TEMPORARY SEDIMENT TRAP ~ 1 i ~l 1; ° ' ELD LG MILLING BITUMINOUS PAVEMENT. ~ , EXIST. AIRFIELD LIGHT REMOVAL i ; , ; , . ~
W ~ , i ki ~ EXI' 0.P EXI' ~ ¦ _P EXIST. LIGHT POLE ~ ~ " ~ ~ ~ ~
r ; ~ ' ~ ~ EXI, EXIST. POWER POLE - ~ ~ ' " + ~ ` , ~ x NEW INLET PROTECTION CULVERT i , , , i , ,
` ' , ! ¦ COP CONTROL PCdNT ~ ~ ~ ' ~ ' ~ ' 'x 1
_ , W _ ; _ RIP RAP ! : ' ~ NEW DITCH ;
W . _ ~ _ _ _ . r • , - `T - r . _ ~ ; , _ ~ - - NEV _ ~ 1 _ ~ ~ ~ ICN i ~ s
~ 1 1 r PROPOSED PAVEMENT CONSTRUCTION } ~ ~ `'`'j ' TEMP. SILT FENCE x I E~ j~ i Q
\ r , l ^ \ X~ ~ l ~i 0
.r ~ ~ i O ~ \ .uw) . - _ ~ i --i' - ~
\ ~ t 1 \ ' / 1 ~
~ ~ ~ ~ r , _ f ti I r 'x ' ~ ~ ~
tO - ~ , I • ~ - I , \ ~ I T ~ - _ ~ ~ ~ x - _ ` ; Q
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QS _ - ~ I I- o~ ~ - ~ - • ,
O ~ O O O- O ~ ` O I OI O O O O~i O ' . O - ~ O ~ O ' O
W N ~ ~ N t0 I~ ~ 00 0~ O _ r
r ~ r r r ~ r _ 1 ~ r" r r 'r .I . _ I I ~ ~ i I ~ x - - ~ ~ - r- ~ l - -
! ¦ / x . _ _ , , , 1 ~ ~ I ;X? ~ ~ x - ~ - / , - . ~ - , , r f, _ _ . , -
I ~ _ ~ _ . t ~ ~ ~ ~ ~ 1 ~I X/ _r ~ , • _ , - ~ r ~
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x 1 / ~ ~ ~ ~ - ~ , -
1 c 1 ~ ~ - - - y- y ~ - ~ ~ - l' ' ~ /
G / 1 ~ r v ~ ~ 1 1 1 ~ ~ _ ~ y ~ - - _ o• De ri t' ' ~ sc p ion Date y B r/~~ ~
~ 1 1 1 ~ / . - _ _ - ~ ~
v ~ - A'n T[ ~ 1 1 \ y~ - s ~ .l y > i . i i ~ ~ ~ i i ~ ~ ,
l - - ~ ~ FOR CLEARING & ` _ , - - i ' ~ ~r y - , - - - ~ -y- - - ~d x
~ DITCH D 1, 1 - - . " r~.< 1 1 ,GRUBBING, SEE r i ~ - _ a , ~
SHEET GL-1 , - _ ~ 12 - . 1 _ _ - x t2 ~ m ~ - ~ x ~ s~ x
- _ - f - , . - ~ ~ ~ - r -
1 ~i. - - ~ - - ~ ~,b ~ ~ 1 U ~ ~ - y . . / r _ ic, ~ - - y _
' MATTING / , 1 - , ~ J 'I _ ~ ~
_ / . ~ i ' x - ~ , -
_ ~ ~ ~ SLOPE - 0.459 ~ - ~ ~ - ~ - ~ ~ _ , " ~ y -
DR D ~ - - CH - - - , ~ i - r . ~ ' -
I /f,.. ~ y ~ r - x ;
I ~ / - w, X - ~ ~ ! ~ . I / ~ ti', / ~ - ~ . _ ' . - p x ~ ~ ~ - ~ y~ 1fi
~ f , ' - / - _ x r . - , - , ~ ~ v 1 _ ~ % , x
x - ~ v _ r ~y 1 • - - - - ` _ _ - x ,
- _ - - 05 1 . - - , r.. / ~ - - x ~ - i A _ r ~ - _ . ~ r ~ r - r.-'
y/ - f / ~ i • ~ - - - - . , , , ~ ~ ' , : ' Project Nome: ~ ~
x. ~ . ~ ~ . ~ _ y . - x -
~ ~ ~ , „ - ~ , w r y , ~ - ' ~ RIAVWAY 26
- . - y. _ , - , . ~ _ , , ; , ,
i II ~ ~ - _ ~ . . - ~ _ . . x.. , ; w, EXTENSION
- 1- _ ~ ~ - _ _r _ y This Surve is Referenced to the North American Datum of 1983 Horizontal - Y ~ ~ r - and the North American Vertic I
/ / •4 ' „ , I . ~x _ ~ / ~ . - - - - ~ a Datum of 1988. All Traverses are closed and - have a minimum closure of 1: - ~ 20,000. Combined Grid Factor Used for this
- - , a ~ u. 1. ~ ,~~Project is :0.99979632 All Distances shown are Grid Len ths. All Benchmarks Drawin Name:
/ w- ~~l J ~ , o ~ - . 9 g , have been Verified by Double Run Differential Leveling,
~ ~ w ~ _ , , , / ~ ~ ,r'~ - i i
_ _ a i ~ . , , - v~ ~ ~ ~ i F ~ i ~ ,
~ . : - i ~ N
/ / r / ~ i i / i Q / i - _ GRADIN DR G & AINAGE
O ~ _ n N ,lam _ / _ - - , ,.....~:rv,.i 5~ . , y ~ ~ ! i' i _ - - - ~ i . . r' o „ i ~ ~ ` -m - ~ _ / ~ ~ - ~ ~ x " ~0 - PLAN
r- ~~5 ~ - ~ r
i - m ~ - - ~ _ is / ~ ~ ~ X
ryao i i~ Jam. ir4a3meF ~ •r1~1~l~ ~ ~ ~ i•.e ~ - r i , I - GD-
- - x T ~ ~ o ~ , ~ - , - ~ _ ~ _ _ I I 1, ~ ~ _ jx I,, ,,r -Z GD-~, . _ _ , GD-1 r.,
~ ~ r ~ ~ X rl;~.I1ji ,w: - - ~ , i o i ~ _ = r.~s ~ ~ , s - I ANDREWS-MURP
I _ _ . . - HY . _ , ,
b T _ ND may/ ,e' / i i '7 _ ~ x t I ~I ~ I. + i / r r - Autocad Drawing Reference;
- x rc ° - - ~ ' ~ - i' 1 I i~ f!I a i~~ ' ~ I il.l,q , rb ~ ~ ~ ~ Ire'.( I~ - ~ ~ ~ Path: J: \Andrews-Murphy\Ra362010 -Runway 26 Extension\Plans\ - ~ Flle: AM10 Grading & Drainage Plan 1-6a.dwg
' ~ - -'i ~ ~ Saved: Sep 19, 2003 - 7: 44pm by JJohnson /Plotted: Sep 19, 2003 - 2: 01pm " _ ~ ~ ~ ~ ~ 50 25 0 50 100 150
~ Date: Drnwinn Numher•
i I
! w JULY 2003
I p GRAPHIC SCALE BAR Business Unit:
i' \ r GREENSBORO

ANDREWS-MI~iPHY AN~POR'T
q a ~ Y7 r
4 r~
x
M Y M~i.~ ~I~/~ll\ 1 1,
° ~ 1
a `a z °Ol~e THE
5' LPA _ 12 NCDOT
57 WASHED STONE ~ ~ ROUP - # MIN, CLASS B RIP RAP
FILTER FABRIC
PLACE 1' MIN: LAYER OF AVIATION CONSULTANTS 3 2'
NCDOT N0. 57 STONE OR •r TIE LPA R O!P of N rth o Cr , a oNea ,a 8 MAX ~ p
APPROVED EQUAL ON UPSTREAM CLASS B ti•
FACE OF CHECK DAM No. 57 STONE (12") EROSION CONTROL FLOW-? 7031 Albert Pick Road, Suite 302
STONE Greensboro, North Carolina 27409
3' ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
CLASS B ~ ° : e 1.5' WEIR 3' CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC CULVERT TOE GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
1 ° ~ RIP RAP 5 ° o °~°o 0 FILTER FABRIC KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH SC
a a; o ; ~ 2'1 • 8 0 ~ ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
o • ~ ° ° ` °o FLOW OW o, a o°°°0(}0 ~ . 18 -24 AS DIRECTED • FLOW SARASOTA, FL • TAMPA, FL • WEST PALM BEACH FL ,
og o0 0 ~ ~ o ~ o e°D~ ° ~ , BY THE ENGINEER
0~ ° `oo DAM REQ'D STORAGE CAPACITY FT WEIR LENGTH FT RE ' Designer: Seal: ( ~ ( ) Q D SURFACE AREA (SF
JJ ,,,,~~~~m~,,,, A 28,000 20 10,240 CA
o Technician: t~l, ,
FILTER FABRIC o.•~o~ESS~oy•.,ti ; DCS :~:e q~:9;
SEAL
Checked by. - 0229 98
CULVERT M,MII NOTES.
, CINf. Project Number: 1. ' c/ STORAGE CAPACITY SHALL BE 1800 FT % ACRE OF DISTURBED AREA. ~•~P~,,
6' WEIR FLOW
2. STONE SIZE SHALL BE CLASS "B" WITH A ONE FOOT 1 FT. LAYER OF NCDOT 57 RA382010 ( ) #
3. PLACE FILTER FABRIC BELOW RIP RAP. GENERA N '
e L OTE. 4. REMOVE ROCK DAMS AS DIRECTED BY THE ENGINEER.
L =THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION o, 0 5. REMOVE SEDIMENT WHEN VOLUME IS ONE-HALF OF REQUIRED STORAGE VOLUME ALL EARTHWORK ASSOCIATED WITH THE
A B 6. REQUIRED STORAGE CAPACITY AND SURFACE AREA ARE MEASURED INSTALLATION AND MAINTENANCE OF
L FROM THE WEIR ELEVATION. SEDIMENT AND EROSION CONTROL
2 MEASURES SHALL BE CONSIDERED
~ , ~ ° N.T.S. INCIDENTAL TO THE D-753 PAY ITEMS. EC-1
4
N.T.S. EC-1
1
N.T.S. EC-1
NOTE : CHECK DAMS SHALL BE PLACED AT LOCATIONS
SHOWN IN THE PLANS AND WHERE DIRECTED
BY THE ENGINEER. CONTRACTOR SHALL REMOVE CHECK DAMS AT THE COMPLETION OF PROJECT
WHEN DIRECTED TO DO SO BY THE ENGINEER.
CLASS I
RIP RAP 8' MAX
Permanent Soil No. 57 STONE 5
Reinforcement Matting MIN. '
PSRM 1.0 ( ) = ~ r
Install Level and Flush f
with Natural Ground 1 o°'0e~ DITCH OUTLET STORA ti• e ooo~°0 8 MAX
GE o ~ 00 0 ° ~ o° ~ -
° o° o,~d°°, ~o,~ o ao goo 0 0.
o ° o$° ~ o~° u o~
~ REVIBION3
12" o. Description Oate By
CROSS SECTION FILTER FABRIC 1. SET POST AND EXCAVATE A 4"x4" TRENCH
SCOUR PREFORMED UPSLOPE ALONG THE LINE OF POST.
SCOUR HOLE (PSH)
(RIP RAP IN BASIN
NOT SHOWN FOR
CALRITY) ~::::Y ~YFl•::J.:.h:••:::'M fyr•~. •J:f•~::: fti~,~ty.
Seed with native WEIR LENGTH ° grasses at installatio . , Qo ° o° ~ o° ;
00 ` d d .o n ° o'g o EIV
W e 0 0 °o V° , ~ ° ° ~ EMERGENCY BY-PASS ~'r~:~'~'•' ~ - •~`~:•r :
e a ` ~ 0° ° 0 ° ~ e,o 8 MAX. ~ oo • A 0 0 ` ~j o . r d' 6 6 BELOW SETTLED TOP
FILL SLOPE o' °'D° eon 0.0° a ~o e o ' o 0 o ge ' o ~ o • e~ o !7 'i a OF 1.0 ' ° ° o ~o D~o 0 0 OF DAM / ~
DITCH OUTLET PSRM 2. ATTACH THE FILTER FABRIC TO THE WIRE 3. BACKFILL AND COMPACT THE EXCAVATED SOIL.
D(1'min) d NATURAL -NATURAL GROUND FENCE AND EXTEND IT INTO THE TRENCH.
NATURAL FILTER FABRIC
~0(ICJ6 Project Name:
STONE SECTION
Liner: Class B Rip Rap 18"-24" thick with Filter Fabric B , POST RI~VWAY 26
t tuck TRAP REQ'D STORAGE CAPACITY FT DEPTH FT WEIR LENGTH FT BASIN LENGTH F' .ENGTH FT BASIN WIDTH FT z EXTENSION
A 4, 500 3.5 7 45' FILTER FABRIC ~ ~
N 45 30
LEVEL SPREADER B D W d B 4 500 ' 3.5 7 45 45' 30'
DITCH D 215 1' 4' .5' _ C 4,680 3.5 7 45 Drawing Name: 45' 30'
o DITCH E 230 1 4 .5 U A
o& DITCH H 200 1' 4' .5' W~
° ~ NOTES: EM QO /O ~ ~ EROSION CONTR OL
o ~ ~N 1. STORAGE CAPACITY SHALL BE 1800 FT3 ACRE OF DISTURBED AREA. DETAILS
~m oN 2. STONE SIZE SHALL BE CLASS B WITH A ONE FOOT (1 FT.) LAYER OF NCDOT # 5. NCDOT # 57 „
v 3. PLACE FILTER FABRIC BELOW RIP RAP. 4
W v 4. REMOVE SEDIMENT TRAPS AS DIR Na g ECTED BY THE ENGINEER.
s~ EC-1
N.T.S. ~o EXTENSION OF FABRIC AND WIRE INTO TRENCH
o~ ANDREWS MU RPHY
3 nE 00 3 Autocad Drawing Reference:
r~ N,T.S. EC-1 EC-1 Path: J: \Andrews-Murphy\Ra362.010 - Runwny 26 Extension\Plans\ 611e: AM10 Erosion Control Details 9-2a,dwg
,a 5 Saved: Sep 79, 2003 9 40am by JJohnson /Plotted: Sep 19, 2.D03 1 54pm
3N N U O~ UULc: urawing rvumner:
Q~ ~ U N.T.S. EC-1 JULY 2003
7N 20 Business Unit:
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R WITHIN 35 FROM _ ~ , „ice / ~ ` THE NEAREST NATURAL DITCH r ~ ~ J - i,, , ~ TCH ~ _ Ex1sr. 24 RCP I 16'95.0 1NV. = 1695.5 n ~ r I~ ~ ~ i ~
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TOP-OF-BANK. TYP. ~ - , - 1/ . 1 ~ DITCH G ~ 168 , ~ _ ' _ . ~ I 1rXIST, HEADWALL , EX1ST. PIPE '~4 RCP ~ _ . 'i ~ , ~ ~ t74~ ~J p ..6' ~ ~ r~
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- _ ~ - _ _ DITCH G ~ ~ ~ ~ 1675 FINISHED GRADE ~ - - - - - - - - - - x.36%-~ NEW UNDERDI _ DRAIN SLOPE : . - AL A ~ _ . ; N ~r, ~ . , SLOPE = 0.428 ~ ~ J i ~
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' EX/Sr 36 CMP ~ r RP ~ . z INV. = 1672.41' . ' ~ r . i CH C 9o---r - - DIT ~ EXIST. AIRPORT ~ PROPERTY LINE NEW UNDERDRAIN CLEANOUT TAXIWAY A ( ) ~ INV. = 1 J 693.2 0 ~ - , ~
' .-.ter _ - _ .w ~ ~ ~ - - LONG _...83'..51'... 45.3012" ` S EXIST. PROPERTY - - LINE OTHER ( ) NEW UNDERDI UNDERDRAIN END TREATMENT rr -1~•-- - ~ INV. = 1693.7 r ' - J -
(TO BE REMOVED ~ - / . l ~ r ~ . _ , , _ , EXIST. EASEMENT 1~lEE1N ~ INV. - INV. _ ~ ' ~ , TAXIWAY A STA. 254+84.80 DITCH I 'r - ' o,:~' , , t~-7Q5 DITCH H
, ~ / O r - , 1 ~ " ~ . - _ °°°µa PROPOSED PROPERTY EASEMENT Q NEW MANHOLI ~ ~ ~ . _ _ . _ . ~ - - - PROPOSED PROPERTY LINE NEW MANHOLE -----=--P_--------------- MANHOLE h - ~ ` ~ 1693.0 1694.0 ~ ~ ~ TAXIWAY Al STA. 303+00.00 ~ ~ ~ P NEW 24 _ , a
1 - . . _ . ~ NEW STRUCTI . , ~ ~ _ - ~ ~ - ~ GRADING LIMITS NEW STRUCTURE NUM ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ` _ - p ~ i f ~ h ~ ~ 1695 r.. IV C P ; cV 1 ~ 1 ) 1 6 •
, . . 1685 16e _ ~ ~ ~ ~ DISTURBED LIMITS EX1ST. ~ 1695 _ , NEW 24 RCP- f 2 ~ ~ . ' ~ _DITCH B ~
_ ~ , = - ~ - - . EXIST. RUNWA Y LIGHTS . ~ EXIST. RAILROAD ~ NEW DROP IN . ~ . ; ~ ~ I ~ ~ - - , _ _ - x - x - x - EXIST. FENCE NEW DROP INLET W/ INLET PROTECTION ~ ~ ~ - 16 CUL l/ER T 95 _ _ 24 t ~M~m ~ , RCP - ~f - 95 - B - - i - • • - - _ I ~ ~ 3 2+00 ~ ; ~ ~ ; , CULVERT 61 ~ k ~
~ , NG L ' ~ AIS XISTI ~ TO BE PROTECTED - _ - 1 ~ ~ N - ? EXIST. DRAINI - x !~h- x !r'f- x , ~ tH EXIST. FENCE TO BE REMOVED _ ~ ..w . w _ _ _ TO REMAIN EXIST, DRAINAGE INLET 0~ r , A _ _ _ _ _ . _ , _ _ _ DITCH C ~ +00 ~ G~~ :INSTALL 10" STEEL ~ ~ ~ ~ 0 138 LF OF 24" RCP ®.2076, CLASS IV ~
, , + \ ~ " ` EXIST. PAPI 2 U TS TYP TYP.) Ex~sr. c EXlSr RUNWAY LIGHTS j . ~ TO BE PROTECTED - ~ .DITCH....., , . Q - d' ~ - ~ EXIST. EDGE OF PAVEMENT . ~ ~ , m i . - ~ ' P ~ ' ~ 3 \ ~ I , ~ CASING PIPE FOR ~ ' ~ ~ MATTING ' I, ~ INV IN 1692.58 RW STA 150+2.4.10 OFF 206.00 LT i ~ ~ ~ ~ INV OUT 1692.3 RW STA 148+86.27 OFF 206.00 LT ~ ,J~ ~ ,
E EXISTING U NITS. TO , Tip., - - . " _ . ~ E DITCH ~ I ~ ~ - _ , ~ ` _ _ I NEW ROCK CF ' ^ NEW EDGE OF PAVEMENT ` } NEW ROCK CHECK DAM ~ 1i ~ ; FUTURE USE. CAP. o ~5 ~ , , ~ INV. _ o<~ ~ ~ , INCLUDING FLARED END SECTION ~ ~ k~ , ' ;
~ ~ , . , , % ry _ ; _ . _ _ . _ n. _ w.. _ w _ . _ BE PROTECTED I EXl~T DITCH ~ . EXIST.. RUNWA.Y". LlCHTS....~. . ...r ~ ~ ~ EXIST. TREES & V EGETATION ~ ~ Q ,I _ ~ 1~ ' , DEPTH OF COVER s ~ ~ 16.93.0 ~ ~ - s-9 t 1 . w ~ ~ 1j 48" CIRCULAR MANHOLE W/ NEENAH R-3491-J LID & FRAME ~0 ~ ~ ~ ' ~ ;
_ , \ Rs~ * . _ , , : n - - _ _ - - ~ r _ , & REMAIN) r: . . _ _ . . ~ ~ i ~ ~ GHT ~ ~ ~ EXIST, AIRFIELD LI B TEMPORARY ~ TEMPORARY SEDIMEN ~ i'„ ~ ` MATTING T TRAP ~ 4, t ~ . ~ _ ~ MATTING ~ 3 MINIMUM SLOPE = o.2sz ~ ~ ' ~ RW STA 148+86.27 OFF 206.00 LT i S 2 ~ ~ 'y
' . / - _ R9d _'ASA_ 2.55 - . _ - - G_. v _ . . _ _ TO BE PROTECTED - _ _ ~ ~ " ~ ~ ~ ~ - EXIST. AIRFIELD LIGHT REMOV ~ L ~ ~ ~ , ~ ~ 1 i , , k U , rv ~ j ~ ~ f ~ i r; < < ~ , a 16 ro~ ,I ~ t ~ , ~ .54 _ ~ ~ , ~ ;
\ ~ Q \ , _ w - . 1680------ Y..-------- - v _ _ x RSA . _ ~ w ~ ._u._., _ RSA• _ RSA.. _ _ _ . w. . _ : C. w M _ .,....,.,.......RSA. i~SR _ ~ . t--_., _ - _ . a I oLP EXIST. LIGHT POLE i ~ ~ ~ . ~ EXIST. POWER POLE { ' ~ , r~ , ` D = 2.75' D = 2.75' ~ ~ , r~ ` !'o. I I - ~ E ~ ~ ~ CULVERT C1 _ ,
' . ,w . _ . w.. ftSA ~6~ 16 5 - .w ~ - - _ - - 8 _ w - , , NEW INLET PF ~ ; , ~ ~ CONTROL POINT ~ ~ ,o SLOPE = 0.2~ , , NEW INLET PROTECTION -CULVERT ~ SLOPE = 0.2~ ~ ~ ~ - ~ ~ DITCH C ~ , , ~ ~ ' I I . ~ o' x ,,1,, . s 8 ~ 3T LF OF 24" RCP ®.20X, CLASS III ~ - ~ f
1 , ~ • ~ T,0 ; BF ~'ROTECTED , _ _ ~ - 1685 -~3A- - - RSA.. . _..~A. . _ _ . . _ w _ . _ v, _ ' , . ~ k _ RSA ~ ~ ~ _.v ~ ~ EXIST, CULVERT DIT H C I ' ~ I ~'I ~ I 'G ~ ~ I " ~ NEW DOUBLE. ~ ~ , ; h ~SAWCUT N AT ~`i 3 INV IN 1692.30 RW STA 148+86.27 OFF 206.00 LT ~ ' ~ ` ~ i ' y I INV OUT 1692.23 RW STA 148+60.24 OFF 180.00 LT ~ ~ ~ ~ I ~ ~ ~
y 1 & ~ ~ f~,~,ti_.. REMAIN 0 " .~SA . , . :RSA R5A _ R5A- . _ . P.:R ~ NEW DITCH ~ RIP w. _ ~ RAP R . RIP RAP ~ (TO REMAIN ~ ~ , , ~ , I. ~ ~ , INSTALL 1 ~ ~ - VERTICAL FAC 0 STEEL CASING PIPE ~ r ~ ~ \ I , E. ; , . ARCH CULVERTS r ~ kl 1 ~ ~ ; INCLUDING FLARED END SECTI r I
r f / i . $SA . . . . , RSA ~ _ . ,...RSA . ~ , , - _ _ _ _ 1 - - - - - - - - Rs~( ¦ ¦ TEMP. SILT FENCE I' PROPOSED PA M.. _ \ ~ ~ . _ . _ , EXIST !NIIERT PROPOSED PAVEMENT CONSTRUCTION - - 401 +00 , l xrsr r1vvERr - - ~ ~ ~ ~ ~ FOR FUTURE USE. CAP. DEPTH OF ~ % ~ - 301+00 ~ 6 D1P I ~ ~ ~ TACK. TYR.) ~ ~ . ~ J ~ ~ CULVERT Al
I _ , r ,gvx*.m a~w, .,.w+.,mn. Q ~ - . / , ~ ~ ~ RSA,.., . _ RSA - - - - - - - SA , _ _ „ ELEV. - 1 t RSA...,....... - , - - . .R _ ~ , -RSA RSA . _ _ R' k ELEV. = 1 ~ _ ,t s ~ ~ COVER = 3' MINIM ° ~ ~ - ! ; ~ ,',i ~ rv , 694.33 ~ i / J ~ i ~ ~ . ~ UM , , ` 64 LF OF 4" RCP ®.5 CLA . - ~ ; - -1 k, .
t ~ ,~y~. _ _ . 1.._.v 1 _ ~ : , p , 0 - ~ ~ a~ _ ~ , (TO BE ABAND 6 ~lP r , _ i a BE ABANDONED-RSA sA ~ ~ ~ RSA RSA ; , 4 2 76, SS IV INV IN 1694.76 RW STA 150+56.76 OFF 358,8 LT . , {i
~---F-- 1 ~ - _ _ - R~IVYtl 1 - _~___E RUNWpY 6-26 , _ 75 0 ~ ~ , _ - Oo- ~ _ _,~___~.--------v~._..- . _ lsll" . , + INV. = 1693.7 I = ~ NV. - 1694.0 ' INV OUT 1694.43 RW STA 150+12.92 OFF 312.9 LT fZ ~ ~ ~ ~ 0 ~ ~ _ S ~
- ~ 1r,~ i - 75 r _T_~ ~ 0 J- . _ _ - \ ' , INV. 1693:5 ~ 48" CIRCULAR MANHOLE W/ NEENAH R-3491-J LID & FRAME - ` " ^ - W... - , ~
_ r 4'061 N 74'06"1 , . _ . . E TRUE ;~A` - _ _ - _ - - ,M,.rv RUN - - ~6~ _ - 1~~. CO I i ~ p1 F r ~ ~i ~ - ~ UD WD UD UD RUNWAY 8 26 STA. 154+84.80 r _ _ _ _ _ ~ i 1 ~ `UD Uq UO UD ~ 169 .2 i r t ~ ~ ~ ` ~ 5 RW STA 150+12.92 OFF 312.9 LT " ~ ~ '1 Z10 ~ ~ TOP 1698.21 • .
~ , 1 . - I-- - _ _ _ WAY 8-26 _ - _ _ - _ x _ 7~ _ a ~ TAXIWAY Al STA. 300+00.00 I 6 u ~ z . .--169 „ ~ ~ ~ , a .lr, ~ J... , ~ ; k v
_ _ - - - - - - N74 Q6 i 9 E TRUE ~ ~ - - --I- - - - - _ , _ _ ~ , - , M1 re , , ENDWALL FOR DOUBLE ARCH PIPE CULVERTS, PER NCDOT 838.04 ~ 6 RW STA 158+32.75 OFF 210.84 LT ' ` .
- _..V e. i fX1ST, RE/L / _ RUN WAY8-26 r , . , V ~ g91.2 .169 _ ~ ~ ~ ~ ~ S 8 ~-.,r 1 / ,-1697.6 9~ 1 1 _ - .v ~ ~ , INV 1700.16 4 ~
_ - , . _ . TO BE PROTECTED ' ~ _ . _ _ ~ _ RSA ~ , 75 a 1~a~ _ . --1--- - - ~ WAY 6 ; . ti , ~ . J " f ~ ~ 414.5 LF OF 47 X71 BITUMINOUS COATED L.S. ~ I ,
_ - _ R A Fan 1i9A _ & REMAIN) _ .RSA.... . . ~ ' ~ ~ ~ _ \ _ _ 75 N740619 E TRlJE - 400+ . , 8-2 ~ r-~ _ _~69a ~ ~M - ` 00.00 _ . - o - ~ , , . . _ ~ - , - ~ _ _ _ ~ ~ 300+00.00 - , , % ~ . - ' ~ PIPE ARCH CULVERT'S, TYPE A, .668" THICK ®1.48% - • - ~ = - .
R9A_.... . ~ _ m. . . - . _ . _ ~ ~ , . . , _ ~ 40619 E T ~ _ w: ~ INV IN 1700.16 RW STA 158+28.32 OFF 210,84 LT ~ - - - - - - . , .....i...,.. ~1 ' ,
RSA...,,. R . ` ' I ~ ~ \ , - ~,.wss~ ~ , ~ ~ INV OUT 1694.15 RW STA 15A+~a.?9 nFF ~rn nn RT
_ _ _ ~ O _ . . ~ . _ _ _ RSA - e, ~ r - v _ _ . ~ ~ ~ ~ ,ti. ~ ~ ~ _ i , ( _ _ _ i
O O O ~ . O , . t i ~ ~ ~ \ O O , O O _ _ _ O O . O O , _ _ R R _ _ M w . . „ RSA RSA . - - - RSA _ . --=1- ~ ~ ~ ~ ITS, ~ r I^-~ ,p ~ \ 1. ~ i ~ ~~>9i. 't i~.. "6 '.714. ~.u ~V - - " ~ . i. ~ ' C~~C . / ~ , ! ~ 414.5 LF OF 47"X71" BITUMINOUS COATED L.S. ~
? S ~ ? ~ O O;. O O O 16 ~ . O . _ _ _ M. µ - O _ _ O O . _ , ° 80 _ _ ~ l RSA RSA - _ _ RSA u~ . _ , RSA . p _ _ASA ~ .RSA _ _ _ _ ~ 16~ T _ _ , ..w . . ~ . . r i ~ ~ ~ ' . mod- UD UD UD UD _ ~ 1 ~ ~ - - i _ k, ~ PIPE ARCH CULVERTS, TYPE A, .668" THICK ®1.483 ' ~ _ , ~ w,,. _ I ` INV IN 1700.16 RW STA 158+36,21 OFF 210.84 LT ~
C1 p O ~ N M ? + ~ ~ 0~ O O O O ~ c0 o r. 1685 =====s---- , „4 O _ _ . _ RSA , . . _ _ ...RSA .l RSA- RSA . - - - 169 • p ~ ~ ~ ~ ~ ~ UD UD D UD ~D....-.yam..-~ Up~ UG ~-~-~=--~A - - . ~ O x may` r , „ , „ „ INV OUT 1694.15 RW STA 158+72.18 OFF 202.00 RT , ~
O O O 0 00 ~ o ~ + + + ~ ° c M O . . O O O O O O _ O ~ BSA RSA RSA RsA , RSA RSA . RSA . RSA , INV. = 1693.0 . CO , -=-INV. = 1694.5 - ~ _ - . ~ i r ~ ~ ENDWALL FOR DOUBLE ARCH PIPE CULVERTS, PER NCDOT 838.04
1680 ~ - -I- O O O, O O - O p . ~ O , _ . - g0 - ~ _ Q 0 0 ----0 ~ _ o 0 0 ~r ~ ~ NOTE~,~~NO LAND R • SSA RSA ' - RSA , INV. - 693.7 ~ _ , RSA - .g~ i 0 \I - = ` RSA RSA ~ ~ r ~ i ~ 0 1 , ~ _ i • " 9 RW STA 158+68.72 OFF 202.00 LT - • o, INV 1694.15 N , . . ^ ~ _ , ~ , , ~
- . ~ ~ + ~ N ~ N N M d. ~ -F + + + 0 6g0 0 _ sgl r - JO LAND - _ Exist ,RUNWAY STA. . , SAWCUT N , , ' - ~ t o lWAY STA. 149+78.80 , ~ . , . I~ ~ ' . ~ Ik '
~ ~ ~ ~ j ~ ~ r- ~ / ~ N N N o N tp ~ 68g / r- ~ ~ N _ N . ao _ ...DISTURBING A :V N N - ' " ~ ~ ~ (V ACTIVI HEADWALL • o,~ TY ~ _ XIWAY A2 S . ~ R NWA - + U Y 8 26 STA. 155 02. - - - 30 VERTICAL FACE. ~ ~ ~ / ~ t~ _ ~,IWAY A2 STA. 400+00.00 . , I i ~~p li i
, . RPZ . . ~ r ~ ~ ~ . _ _ . SHALL OCCUR WITHIN 35_...- . - - THIN ~ _ = _ _ _ - _ - - i / se !TACK, TYP ~ 0 END RUNWAY 8-2 EX S
~ n ~ ~ . . FR!OM.- THE N EAREST ; T _ - , _ _ : . - ~~Ck4~T BRANCH _ EMPORARY ~T~EAM - . _ . _ . - _ _ _ _ _ . . - _ _ _ O ~o O O -___O O ~ O ` ,O~kI ~ ~ C O ~ O O - C
s ~ArnNC ~ArnNC . ~ fwIATTING i `NATURAL DITCH f _ - - _ - _ _ ,.CROSSING - _ _ , _ . ~ , 695 - - - - IL DITCH _ - m_ - - _ _ _ _ - _ ~ . „ _ - ~ N 562312 02 . ~ _ - - _ _ r ~ / ~ J u ~ ~ 0
i , ~ ~ ~ ~ 690 TOP-OF-BANK. (TYP. \ ) _ J. .v . ~ _ _ _ _ _ . _ _ - . ) ~ r... . ~ . ~ - ~0 ~ / o E - 550392.61 . . / ' „ Q
qq~~ D=1.35' ` SLOPE = 0.45 r D = 1,35 - TYP. - - - _ 26 STA w. _ _ _ _ _ ~ 26 STA. 149+ _ ~ - ~~o _ _ _ 96.30 . f 3 ~ - , ~ 1 , ; l
SLOPE ~ 0.4bX . . , DITCH F ' SLOPE - 0.45 r D ` ~ ~ ITCH F _ , 2 UNWAY =t,~ BEGIN R ~ 6E , SON ~ - . NAY 26 EXTEN I ~ ~ ~ ~ - . 1 ~ ~ k- . I
. DITCH F _ ~ _ _ _ _ - ~6~ 0 ~ . 95 - _ \ 1 ~ ~ ~ ~ ~ ~ ~ -
_ _ ~ \ , 6 ~ . N 562173.49 - ~ i, r ,
.C - DITCH F - • - ~s ~ . , , ~ , E " _ , . , , - 49905,94 o Rp _ ~ - . 4 1 wy ~ i I ~ v 11 ~ ~ X ~
• _ - • DITCH F ~ ITCH F ; _ o w 9 El RPZ ' ; ~ ELEV. = 1696 ~ ~ ~ 1 1 ~ x
- - ¦ ¦ ¦ 1- ~0 1 <n _ ..,r ~ DITCH E ~ . 1 DITCH . E TCH E RPZ t-,' ~ ~ II ~ ~ x~ ~ ~ ~ ~ Nom'. ; r;~F~
_ - - - EXIST. PIPE ..~.~1~!¦.4~..RR~a~'~.~1.~..~.~.~4~. ~ NEW DRAINAGE PIPE ~ _ , Lll~4~.~111.lIIJR~ . ~ ~ ~ ~ ~ ~ - --------..F.. _ - DITCH F - f - - r - i r ~ t , DITCH E . ~ ~ ~ 1 1 V t y ;1 r \ 1 1 1 y j X v~;u~
-~t-----5 ~ ~ - t675~„ EXIST. CONTOUR _ uu . _ - _ . - NEW UNDERDRAIN RR R ` - r - - . - - - 9 R , _ ~ ~ ~ ~ • ~ x ~ 1 1 g PZ ~ . ~ r ~ 1 1 / : .~~w
- _ ~ ~"'~--1675"~- FINISHED GRADE . - Fh- , R 0.36--~ NEW UNDERDRAIN SLOPE " ~ ~ - _ r ..~.t_.~.._..~_~,_.._. _.~~~e~e~.e~.~..~.. r..;, - RPZ DITCH D ~ . F; FOR CLEARING & ' s
, - - - , , ; ~ _ , _ . x 1675.5 SPOT ELEVATION . w . RR i ~ CO , ~ as r~¦¦~¦¦ ¦ ~ O 0......... O , O O ~r..~.~.._.~.. r._..r...:.~~.. " , ' ~ DITCH D 1 1 - GRUBBIN x ~ • - - SEE - - - - G~ 1,~
. ~ I, ~ - EXIST. AIRPORT PROPERTY LINE Q NEW UNDERDRAIN CLEANOUT RR R - ~ , _ „ ~ - - r ~ , . r , ~ ~ o ~ ~ v ~ ~ , - . ~ ~ , O O ,,-p MATTING O c , , ~ , - ~ i' 1,1 - x F . - ' ~ • f
~ ~ ~ - - EXIST. PROPERTY LINE OTHERS . . RR R J _ W UNDERDRAIN END TREATMENT 1 w.... ` i ~o + + + i ~ M ~ v'N, (D ` r _ ~ ; , _ - , , - ,
RR ~ I ~ R ~ , , ~ EXIST. EASEMENT , , ---,~-M ERTY EASEMENT ~ PROPOSED PROP ~ , . RR I O ~ O p o°'' r~' + + ~ + O O O O O ~ ~ 1 ~ = 1.25 ~ ~ SLOPE = 0.75 ~ ' ~ ~ ~ ~ ; , ~ , - - , - _ . ~ , ` _ 1 k h ~ ~ ~
RR _ - I .k. ~ i ~ ~ L NE - - - PROPOSED PR NEW MANHOLE _ i RR ' ~6 , ~ , 1 P7 ~ t g0 ~ ~ + + + , ~ ~ O _ ~ ~ DITCH E ~ ' t i, , MArnNO ~,%'b ~ ~ . -
OPERTY RR R ~ ~ ~ ~ GRADING LIMIT ~ S ~ NEW STRUCTURE NUMBER ' ~ eo i RR ~ ~ , ` ~ r r r ~ ~ ~ r , ;-,r: r. ~ ~ ~ ~ I ' E X / a~ , , 1 . , j MATTING T i D = 1.5' r;'.;" 1 ~
RR R , ~ ~ ~ - DISTURBED LIMITS _ - RR 6~ S ~ ~ i i r.,.~ \ r~. ~ ~ ~ ~ ~ O O , 4 i O O O O O O - ~ , SLOPE = 0.453
RR ~ EXIST. RAILR IP ~ ~ ~ OAD - X - X - X - EXIST. FENCE IP ~ NEW DROP INLET W/ INLET PROTECTION ~ RR - ~ R~ - r ~ ~ r I \ ~ i ~ ~ r:~' + + O O O O O O O ~ O O O + ~ + + ~ O MATTING O O 10 O - ~ ~ ~ - p / l-~' DITCH D ~ 1 ,
~ - x ~/yr-- x ,y~r- x tt,' EXIST. FENCE TO ~ - q, .r EXIST, DRAINAGE INLET ' - ~ - _ _ ~ 'u.. ~ d. - ~ a0 01 ? + ~ ~ + + + 1 a0 O ~ i ~ N M ~ ; ; ~ ~ # + ? SLOPE = 0.453 I / ~ - , ~ ? - ,
~ BE REMOVED . - - - - - - - EXIST. , EDGE OF PAVEMENT J ~ v, . - ~ 100 ,k. 4 ~ ~ / \ _ / . M1... . \ ~ y' ~ ~ ~6 ~ ~ ~ ; ~ ~ . ~ ~ ti ~ D=1.25 ~ B r . . ~ t , SLOPE = OJ5~ ; O O ~ i ~ ~ D ITCH D x ~ = co co
~ r j GD-4 NEW EDGE OF PAVEMENT r NEW ROCK CHECK DAM ~ - 16.. _ . RR ~ ~ ~ ~ ~ ~ ~ - ~ ~ ~ ~ ~ ~ . ~ I . = ~ , - ~ 1. .
° EXIST. TREES & VEGETATION i -2 GD- GD-1 - GD- ; , RRR , ~ , \ ~ Vi l / 0 ~ ~ , ~ DITCH E ~ , . t • ~ ~ ~ - 1
_ ~ EXIST. AIRFIELD LIGHT B . < - TEMPORARY SEDIMENT TRAP ~ GD-1 _ . ~ _ . . 2 GD- _ GD-1 RRR 1 - ~ ~ ~ . , t o ~ ' NEW 1745 - -1' / . - - . - , yy -
1~''1- ~ EXIST. AIRFIELD LIGHT REMOV AL \ _ _ RR ~ ~ r ~ ! " -195' ~ ~ , - - X ~ , .m ~
ALP EXIST. LIGHT PO LE ; ¢ EXIST. P OWER POLE k : ~ • m ~ ; RRR ` s . . GD 1 ~ t - 1 ~ , ' MITIGATION • - R ~ ~
CONTROL POINT ti NEW INLET PROTECTION -CULVERT - ~ , ~ ~ " ~ - NEW o INV. _ ~ ~ 1692.5 DITCH t , ~ , , ~ . , . - - . i ~ . _ \ • ,m
\ ` 50 . ~ 25 0 50 100 1 50 . ~ Q 25 0 50 RR ri ~ ~ r i f ~ - ~ MITIGATION r { D r , / - ~ ~ w , ~ _ . i ~ ; N - i r~ , y, .
~ ~ EW DITCH , RAP ~ _ 50 100 '150 ~ RR R - _ , DITCH a f ~ i - i I - i • ,E~ ~ . . ~
~ ¦ ¦ TEMP. SILT FENCE ~ 880 PROPOSED PAVEMENT CONSTRUCTION I ~ RR R RR R r r . _ ~ ~ i _ - • ~ x . _ ~ , . ~ .
GRAPHIC SCALE BAR R ~ ~ , _ GRAPHIC SCA - _ 0 50 100 15Q ~ r ~ ~ ; ~ r s';~r ~ , O . . > / • ~ ~ - - -
I R R ~ ~ - 100 ~ LE BAR ~ RR R i ~ 1~ ~ RRR 1685 - r r ~~i-~ , \ , !,r, I i , 0 ~ ~ ~ ~ , o~ . , t , ; • , ~ ~ I ~
_ _ _ , , w ' _ _ _ - R _ _ , _ - _ _ ~ ~ RR V ' i ~ i i i w ~ ~r ! ~ , ~ ~ - , _ - - - ~ ~ , ~ - ~ ~ -
` ~ 0 RR ' 0~ ~ _ ~ ' RR i ~ ~----R GRRPHIC SCALE BAR ` R , /~i . i ~ ~ ~ , t ~ ~ ~ I i it ~ *~f~~ ~
_ , ' R R _ _ a, _ _ . ~ ~ ~ - RRR ~ ~ ~ ~ ~ ~ ~ ~ ~ r • ~ i ~ i I ~ / , .
1 i RR _ , . - , RR ~ ';t ~ i~) ~ I ~ ~ '~S ~ - - _ _ - .r - _ -
~ ~ ~ RR _ ~ _ , RR _ "I i r ~ i ~ i , • - -
i ~ - ----t----- ~ ~ RR _ / _ w w__ RRR ~ r ,~P ~ ~ i i t0 \ „ .r w. ; , . ~ ~ ,~I~ ~ ~ ~ v' ~ .
~ ~ ` RR / -H-~ ~ ~v . 1 ~ ~ ~
~ RR / , _ _ . . _ E/1 fS l , ~ RRR \ . i - ~ u ~ ~ ' / X ~ -
R ~ RR9W~ RR ~ i i , i= , -...T- ~ 1 ~ . i ~ ~ ~ ~ - u~ X i - 2
i ~ ~ ~ L~ ' i i ,d GD .r~ - - _ • ' ~ ~ ~ kd~'ec ~ ,J'Ptip3&9Wp'~ph v - PWa"'A1''9PJ~AR.e1 4 ~ , GD-4 , ; , GD ~ - x
~ ~4j ~ rr.-w~ r .-.....i..rr~„- ~ ..w.~.« - _ ~ ~ RR 1;`~ - - - WOS ; ~ i , , _ x ,,I , ~ /
i i RRR ~ ~ . _ _ ~ - - • - , i , ~ i i, FENCE REMOVAL ; ~ ~ ~ ~ ~ t , _ , ~t , ~ r. - ~ i ~ ~ x . _ I~' ~ I'o -
ERR / I - ~ - . _ _ - - _ R _ ~ ~ v _ _ _ - _ ; ( NTINUES TO / , ~ ~ .r i ~ ~ ~ - x ~ ~i ~ I
~ RR R9NL_ / ~ ° ' / ° ° ' 7 ~ ,11 r ~ _ , " i ~ SKEET GL 1 - • x - ~ ~ ~ f• i / ~ ~ f . ~L,,~ Iii ~ ~ , , x , , I ; ~ ~ , 1 I f~, 1„ i
T ,L ~ ~ ~ A . ;'Ss I RR's - n _ - - - _ `1 _ I 1-~ RR`s ` ~ ~ ' RR ~ ' ~ ~ ~i ~ ~ ~ ~ 1 x r _ - ~ . ~ ~ ~ ~ 1 50 25 0 50 100 150 x F, -
I ~ i s , , 9 - ~ N x . , ~
1 ~ ~ ~ ~ ~ ~ ~ ~ _ ~t - - ~ , , J. ~ G _ _ ~ - ~ ~ / ~ ~ - ~ ~ i `l - _
, _ y ~ - . _ - , ' ~ " ~ S GRAPHIC SCALE BAR - ~ ~ ~ ~I ~ ; ; I ~ ~ ~ N '
~ I 'F• '~'I - P

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ANDf~WS-MURPHY AIRPORT
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8 ~ oo°, a 4, 2 CI~iOKEE COUNTY, NC
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° ° /
THE
FILTER FABRIC LPA
PLACE 1' MIN. LAYER OF CLASS B 12" NCDOT 5
No. 57 STONE (12") EROSION CONTROL NCDOT N0. 57 STONE OR STONE GROUP #57 WASHED STONE MIN. CLASS B RIP RAP
APPROVED EQUAL ON UPSTREAM AVIAT10N CONSULTANTS
FACE OF CHECK DAM 3 2'
o° ao° ° 1.5' WEIR CULVERT 8 0°Q °~o°o°° R THE LPA GROUP of North Carolina CULVERT CREST OF WEI ~ p 8 MAX ~A
5' ~ o~ o °~°o° ° ~ ° oo° Oo°~°q° ° 7031 Albert Pick Road, Suite 302 FLOW-~ o
o~ ®~o°° °p ° ° °ido~ ° ~ ° ° 0 °°('o QO° FLOW CLASS B oo°Q~ ° o S°o ° ° _ ~W o o Greensboro, North Carolina 27409 Q
°e °~o°~~pd ° RIP RAP ° 3' ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
3' CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
F 0 0 00° - TOE GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
~OW ° o ° 0 0000° 18" 24" AS DIRECTED ~ °oo 00°0 o e ° FILTER FABRIC KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC
~ ~ BY THE ENGINEER ° o oo/opo~o o° ° ° O IU o °°I ORLANDO, FL • RALEIGH, NC • RICHMOND, VA SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
~ ~
~ ° Designer: Seal:
FILTER FABRIC ° DAM REQ D STORAGE CAPACITY(FT~ WEIR LENGTH (FT) RE4 D SURFACE AREA (SF)
CULVERT A 28,000 20 10,240 CARQ
6' Technician: ~ . 0~•••'ESSi• • ti'; •Q~~E OM,y ,9 ,
WEIR FLOW DCS ~ SEAL
Checked by. = 022998 =
MM J -
~ ° o° NOTES: •FNGINE~~• ~
Project Number: ~ P~'~`~ 1. STORAGE CAPACITY SHALL BE 1800 FT ACRE OF DISTURBED AREA. ME ,
„ „ RA362010 ~~''~unntt+``~~
L =THE DISTANCE SUCH THAT POINTS 2. STONE SIZE SHALL BE CLASS B WITH A ONE FOOT (1 FT.) LAYER OF NCDOT # 57
° A AND B ARE OF EQUAL ELEVATION o° 2 3. PLACE FILTER FABRIC BELOW RIP RAP. GENERAL NOTE:
A B 2 4. REMOVE ROCK DAMS AS DIRECTED BY THE ENGINEER.
~ ~ - L - N,T,S. EC- EC-1 _ ALL EARTHWORK ASSOCIATED WITH THE
\n\ , 5. REMOVE SEDIMENT WHEN VOLUME IS ONE HALF OF REQUIRED STORAGE VOLUME
° 6. REQUIRED STORAGE CAPACITY AND SURFACE AREA ARE MEASURED INSTALLATION AND MAINTENANCE OF
FROM THE WEIR ELEVATION. SEDIMENT AND EROSION CONTROL
• ~ \ MEASURES SHALL BE CONSIDERED
INCIDENTAL TO THE D-753 PAY ITEMS.
4
;~,~d r ;~1.I~~b!'! N.T.S.
1
EC-1 ~OOl ~ I ~ ~OOl ~ I AON
N.T.S.
NOTE : CHECK DAMS SHALL BE PLACED AT LOCATIONS , , '~tu; ~;(mi1
SHOWN IN THE PLANS AND WHERE DIRECTED ..r ~l,u ~ ~~ImIiV~113M
BY THE ENGINEER. CONTRACTOR SHALL REMOVE CLASS I
CHECK DAMS AT THE COMPLETION OF PROJECT RIP RAP WHEN DIRECTED TO DO SO BY THE ENGINEER. No, 57 STONE 5
MIN. 1.0'
~ Oo ~ 'o ~°°o°,p
. ~ ° d'^ 0 ° °poo°(~oo~ 8 MAX STORAGE ti• o ° ° ° 0 0 °
o ° 0°° 00p ° ° ° 3 7 00 0 p0o~o o° o o w~7~~~1°r°~ r an. ,~,nn1rl
o 0 o m~° °°oa°09~ 0°?0 ° 0 y~ 0 o a o9~ i0
Permanent Soil °0 0°°0 ° 4~ ~ ~ ~T~ . D° 0' OQV p Reinforcement Matting , ~ ~ 8' MAX NOV 14 X003
(PSRM) 12"
WATER f~tjAi.l~~! SECTiOP~
CROSS SECTION FILTER FABRIC . _
~
-
_"~''j ,
Instal evel and Flush DITCH OUTLET with Nat al Ground
WEIR LENGTH o Oo REVISIONS
0 00° o~° i 0 oQ° ooD0o0° ° o° o. Description Date By
° o° ° Q o0 °o to Pl~ 00® o°Oo° i0o a o ~ EMERGENCY U ° °~o°° 0 0° ° o oo o 00 EMERGENCY BY-PASS 1. SET POST AND EXCAVATE A 4"x4" TRENCH
Approximate Edge of ~ a ° ° Q° 8° o° 00°0 ° 00° Oo0°°° °o° 6" BELOW ~ V° o° o~ po°° o° ° 0 ° ° ~ °o °dpl~ -6" BELOW SETTLED TOP UPSLOPE ALONG THE LINE OF POST.
Connecting Ditch 8 MAX. ° o 0 0 0°°° ° m°0 , o Oo° , 0° 0 °d o 0 ° 0 0Qo o° ° fro 00° ° 0° ~ ° / OF DAM OF DAM
1.0 0 ° o° ° oo° ° ° 0 0 ° ~ o ° o° r o° ~ o®, ~ °o ~~o ° °o ° ° °~°o ° ~ o ° ° ,o°°~°o°° ~?o°o~ L1 ° o a

PREFORMED SCOUR NATURAL GROUND SAL GROUND
HOLE (PSH)
FILTER FABRIC {RIP RAP IN BASIN ~
NOT SHOWN FOR .~i- - /
CALRITY) STONE SECTION ~ - / ~ - ~ ~ /ice
L3 i
TRAP REQ'D STORAGE CAPACITY FT3 DEPTH FT WEIR LENGTH FT BASIN LENGTH FT BASIf FT BASIN WIDTH FT
Seed with native W A 4 700 1.75 7 47' 100' 2. ATTACH THE FILTER FABRIC TO THE WIRE 3. BACKFILL AND COMPACT THE EXCAVATED SOIL.
grasses at installation. 7 50' B 4,138 1.5 83' FENCE AND EXTEND IT INTO THE TRENCH,
C ~ 4,051 2.0 7 50' 81'
L2 441 7 50' Project Name:
D 3, 2.2 69'
FILL SLOPE ' E 3,964 2.2 7 50 79'
3 PSRM F 4,138 2.2 7 50' RUNWAY 26 83 POST
EXTENSION
G 4,574 2.0 7 55 DITCH OUTLET D(1 min) d 0 84 ~ Z FILTER FABRIC ~ ~
. ~ H 4, 444 2.0 7 55' 2~1 _2, NATURAL 81
- - - - - GROUND I 3,716 2,3 7 40' 93' Drawing Name:
J 6, 831 1.5 7 69 100'
0 ° E Liner: Class B Rip Rap B
o~ oN 18"-24" thick with Filter Fabric 1' tuck w NOTES: r
o~ ~ I N NTROL ER S 0 C
Q~ 3 N DETAILS
o ~i "N 1. STORAGE CAPACITY SHALL BE 1800 FT /ACRE OF DISTURBED AREA. ~ 57 4„
'0 2. STONE SIZE SHALL BE CLASS B WITH A ONE FOOT (1 FT.) LAYER OF NCDOT # 57 „Z LEVEL SPREADER B D W d L1 L2 L3
3. PLACE FILTER FABRIC BELOW RIP RAP. w m DITCH D 5 1 4 .6 16 3 20 4. REMOVE SEDIMENT TRAPS AS DIRECTED BY THE ENGINEER.

o~ DITCH E 6' 1' 4' .6 16 3 20 ;t EXTENSION OF FABRIC AND WIRE INTO TRENCH ANDREWS-MURPHY
DITCH H 6' 1' 4' .6 16 3 20 ~o
o~ 3 Autocad Drawing Reference:
o M Path: J:AAndrews-Murphy\Ra362010 - Runway 26 Extension\Plans\ file: AM10 Erosion Control Details 1-2 (11.04.03).dwg
N.T.S. EC-1 T 6 5 Saved: Nov 13, 2003 - 11:53am by JJohnson /Plotted: Nov 13, 2003 - 2:39pm
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N.T.S. EC-1 N.T.S. EC-1 JULY 2003
~z Business Unit:
rv o i GREENSBORO
ao N

ANDREWS-MURPHY ARPOR'f
t
° o°° ~o ~1
\ 8 8 0° o 0 0° go d / / 2
o ~ ~ ° ~ ~C\~ CFB~OKEE COUNTY, NC
FILTER FABRIC THE
PLACE 1' MIN. LAYER OF CLASS B No. 57 STONE (12") EROSION CONTROL 5' LPA _ _ 12 NCDOT .
NCDOT N0. 57 STONE OR 57 WASHED STONE M GR P IN. ~V .
APPROVED EQUAL ON UPSTREAM STONE FACE OF CHECK DAM # CLASS B RIP RAP
° AVIATION CONSULTANTS 3 2'
0 0 00 opo° ° 1.5' WEIR CULVERT a °Qo~,~ o~°° CULVERT ~ CREST OF WEI R THE LPA R P f G 0 o N rth U o rolin Ca a , , 8 MAX , p a
5 ° ~ ° 0~ o°0°U°o°~° ti• ~ ° ~oo° o° 2• ° ~ o
CLAS o °,~Qo o a ° °q°Ro ~ 1 S B ~ °o° ~ °,Qo ° $°o ° FLOW FLOW--~ ° 7031 Albert Pick Road, Suite 302 .OW ° ° ° ° Greensboro North Carolina 27409
° °eQ °°OO dQ RIP RAP ° ooo°`~~ ~ ° ` Q '
° 3' ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
F o ~0 0° ° 0°°°0 0 ° o 18"-24" AS DIRECTED 3' CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
~ o° oo ~ o° \ I o~°o, o0 000 0 c ° BY THE E ° , oo°~o 00 ° NGINEER FILTER FABRIC TOE GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC
. ° ~ °Q°r0 ° ° ° 0 ORLANDO, FL • RALEIGH, NC • RICHMOND, VA
~ SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
°
FILTER FABRIC ° ° DAM REQ'D STORAGE CAPACITY FT WEIR LENGTH FT RE ' Designer: Seal: ( ~ ( ) Q D SURFACE AREA (SF)
CULVERT JJ A 28,000 20 10,240 CA
6 R4 Technician: t~ . ,
WEIR FLOW 0 aEESS/pN••.ti ; DCS ~ ~ ~ Q~ q~'•9 =
SEAL
Checked b . - Y - 022998
° ~ ° o° MJM NOTES.
' ~'•..F . NGINE~ 3 Project Number: , • ~
1. STORAGE CAPACITY SHALL BE 1800 FT /ACRE OF DISTURBED AREA. ~ ~ ~P,~~ MEN
L =THE DISTANCE SUCH THAT POINTS 2. STONE SIZE SHALL BE CLASS "B" WITH A ONE FOOT 1 FT. LAYER OF NCDOT 57 ~1j""""''~~ ~ ) #
A AND B ARE OF EQUAL ELEVATION o° 3. PLACE FILTER FABRIC BELOW RIP RAP. GEN
i A g 2 \ L _ 2 ERAL NOTE. 4. REMOVE ROCK DAMS AS DIRECTED BY THE ENGINEER.
\ \ \ N.T.S. EC- EC-1
\ ~ ~ / / ° 5. REMOVE SEDIMENT WHEN VOLUME IS ONE-HALF OF REQUIRED STORAGE VOLUME ALL EARTHWORK ASSOCIATED WITH THE
° ° 6. REQUIRED STORAGE CAPACITY AND SURFACE AREA ARE MEASURED INSTALLATION AND MAINTENANCE OF
° r ~ ~\r~ FROM THE WEIR ELEVATION. SEDIMENT AND EROSION CONTROL
\ . MEASURES SHALL BE CONSIDERED
INCIDENTAL TO THE D-753 PAY ITEMS.
~t~G~.l~~S,~ i'i 4 ~ .
•lb'M
1 OOOZ ~ N.T.S. EC-1 OOOZ ~ ~
N.T.S. EC-1 AON
~JF~d~~i (lD; NOTE : CHECK DAMS SHALL BE PLACED AT LOCATIONS ~~F`id~~i (lDi ON~1~~~
SHOWN IN THE PLANS AND WHERE DIRECTED
BY THE ENGINEER. CONTRACTOR SHALL REMOVE CLASS I CHECK DAMS AT THE COMPLETION OF PROJECT RIP RAP
WHEN DIRECTED TO DO SO BY THE ENGINEER. No. 57 STONE 5'
MIN. 1.0'
• ~ Q° ~°°Q oP° STORAGE ti• o° ooo~ oP 8' MAX ~ 0 0 0 Oo
0 0, Q°o" o o° o °~0° o 0 3.1 oo° 0 0°~ o°°oo
0 0 0 0~° ° oo °rQ °o o Permanent Soil °o o ~ 097 o~r0oq~j rQ 0 o~r0 ° ° ~
Reinforcement M \r~ 091 0 orp attmg ~ • l~ . ~ ~ 8' MAX
(PSRM) 12'>
CROSS SECTION FILTER FABRIC - _
~ i
Instal evel and Flush /i' i, i ~
DITCH OUTLET with Nat al Ground
WEIR LENGTH o Qo °
p 0 ° p 0 ° aQa / 0 ° Q°O° 0°OQOO °o ° 0° REVISIONS
0 Q® ° ~ e o o° °o ° ~rQ X10 Oo°Q°° ° o ~rO°° ° EMERGENCY Approximate Edge of ~r0°° 0° 0 8c, o° o °0 0° o Qo ° 00® „ o. Description Date By EMERGENCY BY-PASS 1. SET POST AND EXCAVATE A 4"x4" TRENCH
r ° ° ~Qp Q ~ 0° °0° 0 ° aQ® p 0 °0 0° ~ Connecting Ditch 8 MAX. Q® 0° Q °o ~ o° oo° o °,Qo° °o ®~°r0 6 BELOW . -6" BELOW SETTLED TOP UPSLOPE ALONG THE LINE OF POST.
0°° , D°°0° arQ° 0° ° Qo ° ° oQo ° ~ r ° 1.0 ° o~° ° oQ° o °~od°° o°Q°QoQ° ~°Q~ ° OF DAM OF DAM
o~ 0° 0° a° °rQ0° °00'rQ °o °°°o °o ° ° L1 o°o' 0 Oo o ° $o° ° o,r0o orQo ~rQo°Qo°
a \
PREFORMED SCOUR RAL GROUND _
HOLE (PSH) NATURAL GROUND
FILTER FABRIC (RIP RAP IN BASIN
NOT SHOWN FOR i - ~ i
CALRITY) STONE SECTION
L3 ~ . .i
TRAP REQ'D STORAGE CAPACITY FT3 DEPTH FT WEIR LENGTH FT BASIN N T
LE G H FT BASII Seed with native W FT A I i B S N WIDTH FT
A 4, 700 1.75 7 47 grasses at installation. 100' 3. BACKFILL AND COMP 2. ATTACH THE FILTER FABRIC TO THE WIRE ACT THE EXCAVATED SOIL.
B 4,138 1.5 7 50' 83' FENCE AND EXTEND IT INTO THE TRENCH.
C 4,051 2.0 7 50'
L2 , 81' Project Name;
- D 3, 441 2.2 7 50 FILL SLOPE 69
E 3, 964 2.2 7 50' 79'
a PSRM F 4,138 7 ' 2.2 50 83' Posr RUNWAY 26
° DITCH OUTLET D(1'min) d G 4,574 2.0 7 55' 0
84' = Z EXTENSION , FILTER FABRIC 00 ~ W~TLANGS?4U1 GRQUP
N 2• . ~ H , • r 2• _ NATURAL 4,444 2.0 7 55 81
" GROUND I 3 71 ' ~ 6 2.3 7 40 93'
0 J 6 831 ' 1.5 7 69 NOV 14 2003 Drawing Name:
0 100' e
° o Liner: Class B Rip Rap B oa WATER OUAi.IT~ S~CTIO~
18"-24" thick with Filter Fabric 1' tuck Wr
NOTES: <o ,o EROSI N 0 NTR 0 L 0
a~ 1. STORAGE CAPACITY SHALL BE 1800 FT3 ACRE
OF DISTURBED AREA. N= LEVEL SPREADER B D W d L1 L2 L3 2. STONE SIZE SHALL BE CLASS B WITH A ONE FOOT 1 FT. LAYER OF NCDOT 57 ' DETAILS
( ) # ~ 57 „ 4
w ~ ~ ~ ~ 3. PLACE FILTER FABRIC BELOW RIP RAP. DITCH D 5 1 4 .6 16 3 20 Na 4. REMOVE SEDIMENT TRAPS AS DIRECTED BY THE ENGINEER.
T~ DITCH E 6' 1' 4' .6 16 3 20
DITCH H ' 0 6 1 4 .6 16 3 20
o~ o~ EXTENSION OF FABRIC AND WIRE INTO TRENCH AND - REWS MURPHY
3 oa
~m T Autocad Drawing Reference: Poth: J: AAndrews-Murphy\Ra362010 -Runway 26 Extension\Plans~
N.T.S. EC-1 6 file: AM70 Erasion Control details 1-2 (11.04.03).dwg S°ved: Nov 12, 2003 - 6:09pm by JJohnsan ~ Plotted: Nov 13, 2003 - 11:34am ,
~o
v" EC-1 Date: Drawing Number:
N.T.S. Q; ~o N.T.S. EC-1
~Z ro JULY 2003
o> ao Business Unit:
GREENSBORO

ANDREWS-MURPHY AIRPORT
CD~Y,
THE
LPA
GROUP
AVIATION CONSULTANTS
THE LPA GROUP of North Carolina .a. ~P
7031 Albert Pick Road, Suite 302
Greensboro, North Carolina 27409
ATLANTA, GA • BATON ROUGE, LA • CHARLESTON, SC
CHARLOTTE, NC • CHICAGO, IL • COLUMBIA, SC
GREENSBORO, NC • GULFPORT, MS • JACKSONVILLE, FL
KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC
ORLANDO, FL • RALEIGH, NC • RICHMOND, VA SARASOTA, FL • TAMPA, FL • WEST PALM BEACH, FL
Designer: Seal:
JSJ ``,,~tt l l l l y,,,,,,
~ CARP ~ •
Technician: • • SSl• • ti ••~pFE O,y' ;
DCS ~ ~ ~ Q q~ •.9
SEAL Checked by. = 022998 _
• _ . . . i ~ _ ~ • MJM
_ _ _ ~ . _ _ - - _ , . _ , r, . . , - , . £ * . N61NE~.• . z.,,,,, - h~, _ Project Number: •
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_ -:~.y ~r o. Descri tion Date 6 - P ---•--v -
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- EXIST. PAVEMENT
PROJECT LIMITS
- - - AIRPORT PROPERTY LINE
- - -OTHERS PROPERTY LINE
Project Name: - - EXIST. EASEMENT
, _ EXIST. FENCE
3 RUNWAY 26 - EXIST. RAILROAD
EXTENSION
0 ~ FLOW DIRECTION
u
a FILTER STRIPS Drawing Name:
d E
P 0 0 GRASS SWALES
ua E T MANA EMENT BS
m~ oN ~a MITIGATION AREA
PRA TICES C
"v'~ 0 to °N LAYOUT
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p O~ ANDREWS-MURPHY
O T Nd Autocad Drawing Reference:
M E K a /O T Path: J: \Andrews-Murphy\Ra362010 -Runway 26 Extension\Sketches\
tN G File: AM10 Best Management Practices Leyout.dwg 300 150 0 300 s00 900 Saved: Jul 21, 2003 - 12:01pm 6y JJohnson /Plotted: Jul 30, 2003 - 4 29pm
s~ I I I L I I rfn+a• ~rnwinn Numher
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NN U Q N JULY 2003
GRAPHIC-SCALE-BAR Business Unit: BMP-i 1
rD ~ 0 O > a o GREENSBORO
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