WQ0000020 Aville Arpt 401 404 Permitting Oct 2007

Ad EVESTING.HOUSE 13LV13.7--
CHARLOTTE,NC 28273
I I 704-527-1177(v) oy ®2 20d i
CW's 704-527-1133(fax) PY 11 ��
WATER QUALITY SECTION
October 26,2007 ASHEVILLE REGIONAL OFFICE
Ms.Loretta Beckwith
U.S.Army Corps. of Engineers RECEI 'p
151 Patton Avenue,.Room 208
Asheville,NC 28801 D D
Subject: Section 404 Individual Permit Application OCT 2 9 2007
Asheville Regional Airport Expansion DENR-WATER QUALITY
Fletcher,North Carolina VETLWI6AiVC3TMW.A R_8RAf CH
CWS Project No.2007-1889
The Asheville Regional Airport Expansion site is located adjacent to Interstate 26, on existing Airport
Authority property in Fletcher,North Carolina(Sheets 1 and 2, enclosed). The purpose of this project
is to develop approximately 33 acres into a mixed general aviation(GA)component for the airport
which will include hanger space,offices and opportunity for the transfer and transport of goods and
materials between groundside, at a four lane interstate highway, and airside,from the existing
commercial grade airstrip,to serve Buncombe County and the Asheville region. Secondarily,the
proposed fill at the facility will be fly ash produced as a byproduct from coal fired energy plants. The
fly ash will be placed on geo-textile material and will be covered by 24"of natural soil cap. The
current fly ash landfill is nearing capacity and it would need to expand or find a new facility in order
to accommodate this fly ash. With the airport placing the material,the existing landfill will be able to
gain approx. 8-10 years of storage capacity.
Applicant Name: Asheville Regional Airport Authority,David N.Edwards,Jr.—Airport Director
Mailing Address 61 Terminal Dr., Suite 1,Fletcher,NC 28732
Phone Number of Owner/Applicant: 828-684-2226
Street Address of Project: Terminal.Drive,Fletcher,NC
Waterway: UT's to French Broad River
Basin: French Broad(HU# 06010105)
City: Asheville
County: Buncombe
Decimal Degree Coordinate Location of Project Site: N35.446121,W82.542230
USGS Quadrangle Name: Skyland,North Carolina, 1991.
Current Land Use
The current land use for the project area is a commercial service airport. Dominant vegetation within
the project area consists of red maple(Ater rubrum), ironwood(Carpinus caroliniana),tag alder
(Alnus serrulata),black gum(Nyssa sylvatica),black willow(Salix nigra), silky dogwood(Corpus
amomum), soft stem rush(Juncus effusus), false nettle(Boehmeria cylindrica),jewel weed(Impatiens
capensis), cinnamon fern(Osmunda cinnamomea), Christmas fern(Polystichum acrostichoides), and
various sedges(Carex spp.)(Sheet 4, enclosed). According to the Soil Survey of Buncombe County',
on-site soils consist of Tate Loam,2-8% slopes(TaB),Hayesville Loam, 15-25 % slopes(HyE),
Hayesville-Urban'Land Complex,2-15 % slopes and Braddock-Urban Land Complex,2-15 % slopes
(Sheet 3, enclosed).
1 United States Department of Agriculture„Web Soil Survey. Soil Survey of Buncombe County,North Carolina.
NORTH CAROLINA • SOUTH CAROLINA • NEW YORK
\ WWW.CWS-INC.NET
1

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October 26,2007
Ms.Loretta Beckwith
Page 2 of 9
National Wetlands Inventory
The National Wetlands Inventory maps did not show any part of the project site mapped as wetlands
(Sheet 5, enclosed).
FEA1A F000dplain
No portion of the project area or the proposed development is located within a FEMA regulated
floodplain(Sheet 6, enclosed),therefore no FEMA floodplain will be impacted by the project
activities.
Buncombe County Zoning
The existing site and proposed expansion are zoned for industrial use(Sheet 7,enclosed). No portion
of the site will be rezoned for the purpose of this project.
Jurisdictional Delineation
On June 13,2007 CWS's Ron Johnson,PWS,Matt Jenkins,WPIT,Paul Bright, and Anthony Nardo
delineated(flagged in the field)and classified on-site jurisdictional waters of the U.S.using the U.S.
Army Corps of Engineers(USACE)-Routine On-Site Determination Method. Jurisdictional waters
of the U.S.were classified according to recent North Carolina Division of Water Quality(NCDWQ)2
and USACE guidance. NCDWQ Stream Classification Forms and USACE Stream Quality
Assessment Worksheets representative of Streams A—C are enclosed(SCP1 —SCP5). On-Site
waters were determined to be jurisdictional according to the EPA/USACE Approved Jurisdictional
Determination Forms.
The results of the on-site field investigation indicate that there are three jurisdictional stream channels
(Streams A—C)and three jurisdictional wetland areas(Wetlands AA—CC)located within the project
area(Sheet 8, enclosed). Routine On-Site Data Forms representative of Wetlands AA—CC as well as
non jurisdictional upland areas have been enclosed(DP1 —DP4). On-Site jurisdictional waters of the
U.S. include unnamed tributaries to French Broad River. French Broad River is within the Upper
French Broad basin(HU# 06010105)3 and is classified as`B;Tr"waters by the NCDWQ. On-Site
jurisdictional waters of the U.S.were surveyed by CWS using a sub-meter GPS unit and total
approximately 0.465 acre(20,255 square feet). Linear footage and acreage of on-site jurisdictional
waters are summarized in Table 1.
Table 1. Summary of On-Site Jurisdictional Waters
z
urisdictiot Classfication Approzlmate Length(If}z Approgimate Acreage„
_,.
Stream A Perennial 1540 0.243
Stream B Unimportant Intermittent 92 0.005
Stream C Perennial 114 0.008
Stream Subtotal: 1746 0.256
Wetland AA Herbaceous 0.028
Wetland BB Forested 0.009
Wetland CC Forested 0.172
Wetland Subtotal: 0.209
On-Site Total: 1746 0.465
2 North CarolinaDivision of Water Quality,1999. Stream Classification Method.Version 2.0.
3"HU#"is the Hydrologic Unit Code. U.S.Geological Survey,1974. Hydrologic Unit Map,State of North Carolina.

October 26,2007
Ms.Loretta Beckwith
Page 3 of 9
Perennial Streams
Stream A flows through the middle portion of the property and is approximately 1,540 linear feet in
length(Sheet 8, enclosed). This channel exhibited average ordinary high water widths of 4-5 feet,
perennial flow,moderate sinuosity, and substrate consisting of fine sand to small cobbles. Biological
sampling of Stream A resulted in a weak presence of crayfish and amphibians, and a weak presence of
benthic macro invertebrates. USACE Stream Quality Assessment scores for Perennial Stream A
ranged from 49 to 53 out of a possible 100 points and ranged from 33.5 to 36.5 out of 71 possible
points on the NCDWQ Stream Classification Form, indicating perennial status(SCP 1 through SCP3,
enclosed). Photographs of Perennial Stream A are enclosed as Photographs A and B.
Stream C flows east for approximately 114 linear feet until its confluence with Perennial Stream A
(Sheet 8, enclosed). This channel exhibited an average ordinary high water width of 1-2 feet,
perennial flow,weak sinuosity, and substrate consisting of silt to large gravel. Perennial Stream C
scored 55 out of a possible 100 points on the USACE Stream Quality Assessment Form and 30 out of
71 possible points on the NCDWQ Stream Classification Form, indicating intermittent status(SCP5,
enclosed).A Photograph of Stream C is enclosed as Photograph F.. .
Intermittent Streams.
Stream B flows north and is approximately 92 linear feet in length(Sheet 8,enclosed). This channel
exhibited average ordinary high water widths of 3-4 feet,weak ground water flow, and substrate
consisting of silt to large gravel. Unimportant Intermittent Stream B scored 27 out of a possible 100
points on the USACE Stream Quality Assessment Form and 23.5 out of 71 possible points on the
NCDWQ Stream Classification Form, indicating intermittent status(SCP4, enclosed). A photograph
of Unimportant Intermittent Stream B is enclosed as Photograph G.
Wetlands
Wetland AA is located in the central portion of the property, adjacent to Stream A and is
approximately 0.028 acre in,size(Sheet 8, enclosed). Dominant vegetation within this area includes
silky dogwood(Corpus amomum), Christmas fern(Polystichum acrostichoides),cinnamon fern
(Osmunda cinnamomea),common rush(Juncus effuses), and jewelweed(Impatiens capensis). This
area exhibited low chroma soils(2.5Y 4/1), few prominent mottles(5YR 4/6), drainage patterns, and .
saturation within the upper 12 inches of the soil profile. A Routine On-Site Determination Form
representative of Wetland AA is enclosed(DP2).
Wetland BB is located is located downstream of Perennial Stream A and Unimportant Intermittent
Stream B (Sheet 8,enclosed). This forested linear wetland is approximately 0.009 acre is size.
Dominant vegetation within this area includes red maple(Ater rubrum), ironwood(Carpinus
caroliniana),hazel alder(Alnus serrulata),common rush(Juncus effuses),and various sedges(Carex
spp.). This area exhibited low chroma soils(2.5Y 4/1), few distinct mottles(5YR 4/6), drainage
patterns, and saturation within the upper 12 inches of the soil profile. A Routine On-Site
Determination Form representative of Wetland BB is enclosed(DP3).A Photograph of Wetland BB is
enclosed as Photographs E.
Wetland CC is located at the downstream portion of Perennial Stream A(Sheet 8, enclosed). This
forested wetland area is approximately 0.172 acre is size. Dominant vegetation within this area
includes black gum(Nyssa sylvatica),black willow(Salix nigra), ironwood(Carpinus caroliniana),
silky dogwood(Corpus amomum),false nettle(Boehmeria cylindrical), common rush(Juncus
effuses),jewelweed(Impatiens capensis), and various sedges(Carex spp.). This area exhibited low
chroma soils(10YR 4/1), inundation to 2 inches, drainage patterns, and saturation within the upper 12

Y October 26, 2007 :
Ms. Loretta Beckwith
Page 4 of 9
inches of,the soil profile. A Routine On-Site Determination Form representative of Wetland CC is
enclosed(DP4). Photographs of Wetland CC are enclosed as Photographs C and D. A Routine On-
Site Determination Form representative of on-site non jurisdictional upland areas is,also enclosed
(DP 1).
Agency Correspondence
Cultural Resources
A letter was forwarded to the State Historic Preservation Office(SHPO)on June 5,2007 to determine
the presence of any areas of architectural,historic, or archaeological significance that would be
affected by the project. In a letter dated July 13,2007,the SHPO stated that there"are no known
recorded archaeological sites within the project boundaries"(enclosed).
Protected Species
A letter was forwarded to the North.Carolina Natural Heritage Program(NCNHP)on
June 5,2007 to determine the presence of any federally-listed, candidate endangered,threatened
species or critical habitat located within the project area. In a letter dated June 13,2007,the NCNHP
stated there"is no record of rare species, significant natural communities, or significant natural
heritage areas at the site,nor within%mile of the project area"(enclosed).
Protected Species
A protected species survey was conducted to determine the potential for the occurrence of animal and
plant species formally proposed or listed as endangered or threatened by current Federal regulations
[Federal Endangered Species Act of 1973 (16 U.S.C. 1531 et seq.)] within the proposed project area.
The review consisted of a literature and records search, and a pedestrian survey performed by CWS's
Matt Jenkins,WPIT, and Paul Bright. CWS consulted the North Carolina Natural Heritage Program's
(NCNHP)Natural Element Occurrence Search Page for Buncombe CountyE5l. The data contained in
this database was last updated March 1,2007. According to the NCNHP database,there are four
Federally Endangered or Threatened species listed for Buncombe County. The Endangered species
for Buncombe County are the Carolina northern flying squirrel(Glaucomys sabrinus coloratus), gray
bat(Myotis grisescens), spreading avens(Geum radiatum)and the rock gnome lichen(Gymnoderma
lineare).
Plant species observed during the pedestrian survey were identified to species or to the lowest
taxonomic level necessary to determine if the observed specimen was a protected species. Plant
species identified in this report follow taxonomy described by Radford, et al.['] The following section
describes the potential on-site habitats.
On-Site Habitat
The proposed project area is comprised of cleared mixed hardwood forest and old successional field,
(Sheet 4, enclosed). Dominant vegetation within the mixed hardwood canopy includes red maple
(acer rubrum),black cherry(Prunus serotina),tuliptree(Liriodendron tulipifera),and white oak
(Quercus alba),. Understory vegetation within this area includes poison ivy(Toxicodendron
radicans),American holly(Ilex opaca),cinnamon fern(Osmunda cinnamomea), green catbriar
5 The NCNHP Element Occurrence Search Page,found online at http://207.4.179.50/nhp/county.html,accessed on June 12,2007.
6 Radford,et al. 1968.Manual of the Vascular Flora of the Carolinas.The University of North Carolina Press,Chapel Hill,North Carolina.
1183 pp.

October 26,2007
Ms.Loretta Beckwith
Page 5 of 9
(Smilax rotundifolia), and black raspberry(Rubus occidentalis). Dominant vegetation within the early
successional fields includes tuliptree(Liriodendron tulipifera),white oak(Quercus alba), green
catbriar(Smilax rotundifolia),black raspberry(Rubus occidentalis),Aster(Aster spp.)and various
grasses(Festuca spp.).
Table 1. Federally-Listed Species Observed in Buncombe County,North Carolina
1Vlaor Group „ Sc�enti#`i
2c Name �ommon Name S " " �lHabitat f "
p"bry -P . " w , w�.k+. ,: � . .Glaucomys sabrinus Carolina Northern The ecotone between coniferous and
Vertebrate coloratus Flying Squirrel E northern hardwood forests.
Vertebrate Myotis grisescens Gray Bat E Caves
icot Geum radiatum Spreading Avens E High elevation cliffs,outcrops,and
steep slopes exposed to full sun
Lichen Gymnoderma lineare Rock Gnome Lichen E On rocks in areas of high humidity at
high elevations
FedeYal'StatUSnCodeS d s' �x,-zz a .a d, #: .k
y�w s ,gym.+ r �c r
�" =i Codee� ..w..'d'StatUS s .t »^ Definitlon�-, '''^�
A taxon in danger of extinction throughout all or a
E Endangered significant portion of its range.
g
4 �r,
' A taxon likely to become an endangered species within the
T Threatened foreseeable future throughout all or a significant portion of
j g
its range.
oty
P Proposed A taxon that is formally proposed to be listed as
�� g, . Endangered or Threatened.
A taxon under consideration for which there is sufficient
w C Candidate information to support listing.
PD Proposed De-listed A taxon that is proposed for de-listing
y �
. x FSC Federal Species o£ A species under consideration for listing,for which there is
Concern insufficient information to sup2ort listing at this time
Carolina Northern Flying Squirrel(Glaucomys sabrinus coloratus)
The Carolina northern flying squirrel is found primarily in the transition zone between coniferous and
northern hardwood forests. Both forest types are used for food collection,while the northern
hardwood forest is used for nesting. Individuals often occupy tree cavities and woodpecker holes,but
will also construct nests. Carolina northern flying squirrels are very rare and occur in isolated
communities in North Carolina and Tennessee. CWS did not observe any potential habitat during the
pedestrian survey and no Carolina northern flying squirrels were observed on the day of the field
investigation.
Gray Bat Myotis grisescens)
The gray bat is a cave dweller found primarily in Arkansas,Missouri,Tennessee, and Alabama,with a
few colonies in adjacent states. They rely on different types of caves for hibernating and maternity.
The hibernation caves are generally cooler than the maternity caves. Male gray bats and non-
reproductive females form bachelor colonies that aren't as restrictive on their nesting sites. CWS did
not observe any potential habitat during the pedestrian survey and no gray bats were observed on the
day of the field investigation.

- October 26,2007
Ms.Loretta Beckwith
Page 6 of 9
Spreading Avens(Geum radiatum)
Spreading avens is an endemic in the rose family that occupies high elevation cliffs, outcrops and
steep slopes that are exposed to full sun in western North Carolina and Tennessee. The habitat is
usually found next to red spruce dominated coniferous forests. They are threatened by trampling,
development and air pollution. CWS did not observe any potential habitat during the pedestrian
survey and no spreading avens were observed on the day of the field investigation.
Rock Gnome Lichen(Gymnoderma lineare)
The rock gnome lichen is part of the reindeer moss family and is found on rocks in areas of high
humidity. These sites can occur at either high elevation or in deep river gorges at lower elevations.
Threats to rock gnome lichen are development, air pollution, collection, and coniferous forest decline.
CWS did not observe any potential habitat during the pedestrian survey and no rock gnome lichens
were observed on the day of the field investigation.
Biological conclusion: Given the results of the literature search and initial field investigation, it is
unlikely that the proposed project will impact the Carolina northern flying,squirrel, gray bat,
spreading avens or the rock gnome lichen or their potential habitats.
Purpose and Need for the Project
The north expansion of the Asheville Regional Airport will provide for the surface area improvements
necessary to accommodate ground side and air side general aviation(GA)purposes which have been
identified as essential to the growing economic demand of the region. The facility must have both
direct access to commercial airstrip and ground side access to four lane interstate. Additionally,the
project will provide an alternate disposal site for the placement of fly ash byproduct from energy
producing coal fired power plants. The current fly ash landfill is nearing capacity and it would need
to expand or fmd a new facility in order to accommodate this fly ash. With the airport placing the
material,the existing landfill will be able to gain approx. 8-10 years of storage capacity.
The Asheville Regional Airport has a need to expand its development to meet the increased demand in
the aviation industry. Due to the limited real estate for aviation use with access to both taxiway and
runway facilities, and the boundary of the French Broad River, Interstate 26, and NC Route 280, this
area is the airports most economically feasible land to develop for aviation use. This project will
satisfy a portion of the publicly approved 20 year master plan for the airport. It is the purpose of this
project to provide service to economic development needs of Asheville Region and Buncombe County
by providing airside access to airstrip and groundside access to four lane interstate with approximately
450,000 square feet of new ramp, apron and taxiway; approximately 200,000 new square feet of
building and approximately 150,000 new square feet of roadway and parking. The project has been
designed to satisfy the safety concerns of the FAA. This site is intended for disposal of fly ash as
alternative to utilizing valuable,landfill space. State permits have already been obtained for placement
of fly ash.
Avoidance and Minimization
The expansion of the existing airport development to the north occurs on a site which is bisected by a
perennial stream. Development to one side or the other of the stream would not yield sufficient
development area to satisfy the project purpose and need. The stream cannot be relocated to the east
due to shallow bedrock to the ground surface and topographic constraints. The stream cannot be

a �
October 26,2007
Ms.Loretta Beckwith
Page 7 of 9
relocated to the west due to FAA restrictions on open water and forested buffers adjacent to runways
due to safety issues.
Minimization of impacts to downstream aquatic resources will be accomplished by filling the area so
that grade directs stormwater flows away from surface waters and into off-line stormwater BMP
treatment measures.
Alternatives Analysis
The ARV has reviewed alternatives for the development of the expansion area including the
following:
Alternative 1 -No Build Alternative
The No-Build Alternative will result in no impacts to jurisdictional streams or wetlands but does not
satisfy project purpose and need to provide airside access to airstrip and groundside access to four
lane interstate with approximately 450,000 square feet of new ramp, apron and taxiway;
approximately 200,000 new square feet of building and approximately 150,000 new square feet of
roadway and parking. This alternative does not provide for disposal of fly ash as alternative to
utilizing valuable landfill space.
Alternative 2—Off-Site Development Alternative
The Off-Site Development Alternative will result in no impacts to jurisdictional streams or wetlands
on this site but does not satisfy project purpose and need to provide airside access to airstrip and
groundside access to four lane interstate with approximately 450,000 square feet of new ramp, apron
and taxiway; approximately 200,000 new square feet of building and approximately 150,000 new
square feet of roadway and parking. This alternative does not provide for disposal of fly ash as
alternative to utilizing valuable landfill space.
Alternative 3 —West Side Development Alternative
The West Side Development Alternative will result in no impacts to jurisdictional streams or wetlands
but does not satisfy project purpose and need since it does not have direct access to four lane interstate
and terminal. This alternative does not provide for disposal of fly ash as alternative to utilizing
valuable landfill space.
Alternative 4—South Side Development Alternative
The South Side Development Alternative will result in no impacts to jurisdictional streams or
wetlands but does not satisfy project purpose and need since it does not enough land area adjacent to
both airstrip and interstate to provide the necessary program elements. This alternative does not
provide for disposal of fly ash as alternative to utilizing valuable landfill space.
Alternative 5—East Side Development Alternative
The East Side Development Alternative will result in no impacts to jurisdictional streams or wetlands
but does not satisfy project purpose and need since it is not adjacent to airstrip and does not enough
land area to provide the necessary program elements. This alternative does not provide for disposal of
fly ash as alternative to utilizing valuable landfill space.
Alternative 6 -Reduced Scope and Scale Alternative
The Reduced Scope and Scale Alternative will result in fewer impacts to jurisdictional streams or
wetlands but does not satisfy project purpose and need to provide airside access to airstrip and
groundside access to four lane interstate with approximately 450,000 square feet of new ramp, apron
and taxiway; approximately 200,000 new square feet of building and approximately 150,000 new
square feet of roadway and parking. Reducing the scope and scale would render the project not
economically feasible. This alternative provides less area for disposal of fly ash as alternative to

October 26, 2007
Ms. Loretta Beckwith
Page 8 of 9
utilizing valuable landfill space.
Alternative 7—On-Site Northern Development Alternative(Preferred Alternative)
The On-Site Northern Development Alternative will result in unavoidable impacts to jurisdictional
streams or wetlands on this site but it does satisfy project purpose and need to provide airside access
to airstrip and groundside access to four lane interstate with approximately 450,000 square feet of new
ramp, apron and taxiway; approximately 200,000 new square feet of building and approximately
150,000 new square feet of roadway and parking. This alternative does provide for disposal of fly ash
as alternative to utilizing valuable landfill space. Negative effects to downstream water quality and
important aquatic functions and values will be prevented through appropriate erosion and sediment
control methods during construction and the incorporation of permanent stormwater management
measures designed to remove Total Suspended Solids(TSS)before they reach downstream receiving
waters.
Proposed Impacts to Jurisdictional Waters
Unavoidable impacts to Perennial Streams will total approximately 1,640 linear feet and impacts to
wetland areas will total 0.209 acre(Sheets 10-14, enclosed). Impacts are due to grading activities
associated with the expansion of the Asheville Regional Airport North General Expansion Project.
The main drainage will be piped with 1,175 liner feet of 60"Reinforced Concrete Pipe(RCP). Fly
ash will be used to backfill the area. Progress Energy holds the non-site specific permit for the
disposal of the fly ash. The fly ash will be capped with a 24 inch top soil cap. A Typical Cross
Section has been included as Sheet 11. On behalf of The Asheville Regional Airport, CWS is
submitting a Section 404 Individual Permit Application with attachments(enclosed).
Compensatory Mitigation
Applicant proposes a donation to the NC Ecosystem Enhancement Program as mitigation for all
proposed impacts to streams and wetlands. The AVL is proposing a donation of$401,800 for impacts
to 1,640 linear feet of perennial stream at a 1:1 ratio. The AVL is proposing a$7,737.75 for impacts
to 0.25 acre of riparian wetland area at a 1:1 ratio. Total donation to the EEP will be$409,537.75. A
request has been forwarded to NCEEP to ensure the credits will be available.
Stormwater Management
A Stormwater Management Plan has been designed to minimize impacts to downstream aquatic
resources. The plan has been designed according to NC Division of Water Quality Standard. A copy
of the Post-Development Drainage Plan has been included as Sheets 15-17. Stormwater calculations to
justify the design have been included.

October 26,2007
Ms.Loretta Beckwith
Page 9 of 9
Please do not hesitate to contact me at 704-527-1177 or through email at [e-mail] should
you have any questions or comments regarding these findings.
9
Ron G.Acientist
WS Craig R. Wy�A
Senior Senior Resource Analyst
Enclosures: Sheet 1 of 17. Vicinity Map
Sheet 2 of 17. USGS 7.5' Skyland,NC Topographic Quadrangle
Sheet 3 of 17. Buncombe County Soil Survey
Sheet 4 of 17. Aerial Photograph
Sheet 5 of 17. National Wetlands Inventory Map
Sheet 6 of 17. FEMA Floodplain Map
Sheet 7 of 17. Buncombe County Zoning Map
Sheet 8 of 17. Wetland Boundary Survey
Sheet 9 of 17. Pre-Developed Drainage Map
Sheet 10 of 17. Mass Grading Plan
Sheet 11 of 17. Typical Cross Section
Sheet 12 of 17. Final Development Plan Overview
Sheet 13 of 17. Post-Developed Grading Plan A
Sheet 14 of 17. Post-Developed Grading Plan B
Sheet 15 of 17. Post-Developed Drainage Map-Overall
Sheet 16 of 17. Post-Developed Drainage Map A
Sheet 17 of 17. Post-Developed Drainage Map B
Section 404 Individual Permit Application(ENG FORM 4345)
Request for Jurisdictional Determination Form
Agent Certification of Authorization Form
USACE Routine Wetland Determination Data Forms(DP1 —DP4)
NCDWQ Stream Classification Forms(SCP1 —SCP5)
USACE Stream Quality Assessment Worksheets(SCPI —SCP5),
Approved Jurisdictional Determination Forms
Representative Photographs(A—H)
Agency Correspondence
Letter from Asheville Chamber of Commerce
Adjoining Property Owners
NCDWQ Stormwater Calculations
cc: Ms. Cyndi Karoly,NCDWQ
Mr. Gary Bouthillier, WK Dickson
Mr.David N.Edwards,Jr.—Airport Director,AVL

` Asheville Regional Airport Project
Individual Permit Application Project No.2007-1889
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Sheet 1 of 17

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ALITY
Approximate Scale 1"=2000' WEn AN S AND STORM6�u.AUTER BRANCH
Sheet 2 of 17

' Asheville Regional Airport Project
Individual Permit Application Proiect No.2007-1889
020 t�
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Soil Survey of Buncombe County,North Carolina.
Sheet 3 of 17

' Asheville Regional Airport Project
Individual Permit Application Project No.2007-1889
BUNCOMBE COUNTY, NORTH CAROLINA
«Y 1 .4. `ir�S IKYTY'��}gy Ll�• .:',y 6 yK k
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Image Courtesy of Buncombe County GIS,dated 2006.
Sheet 4 of 17

Asheville Regional Airport Project
Individual Permit Application Proiect No.2007-1889
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This map is a user generated static output from an Internet mappingand Is for general reference only. Data layers that appear on this map may or may not be
accurate,current,or otherwise reliable. THIS MAP IS NOT TO BE USED FOR NAVIGATION.
NWI Map
Image Courtesy of the National Wetlands Inventory.
Sheet 5 of 17

` Asheville Regional Airport Projeci:
Individual Permit Application Proiect No.2007-1889
370031
APPROXIMATE SCALE
500 0 500 FEET
® NATIONAL FLOOD INSURANCE PROGRAM
FIRM
FLOOD INSURANCE RATE MAP
BUNCOMBE COUNTY,
NORTH CAROLINA
AND INCORPORATED AREAS
PANEL 458 OF 550
�j (SEE MAP INDEX FOR PANELS NOT PRINTED)
i' lZ 9 CONTAINS:
�D OC COMMUNITY NUMBER PANEL SUFFIX
A$HEVILLF.CTTY OF 300032 04E8 C
UNINCORPORATED ANUS 370031 0480 . C
Naive tg Usen The MAP NUMBER shew beb sIro W N used
when placing MP o,den;the COMMUNITY NUMBER she—
Cit
y
Of above eh.Id be used.n i—move ePpri.d—for the subject
Asheville 26 MAP NUMBER
. 370032 37021C0450 C
EFFECTIVE DATE:
a a MAY 6,1996
$t 3f
Federal Emergency Management Agency
This is an official copy of a portion of the above referenced flood map. It
was extracted using F-MIT On-Line. This map does not reflect changes
or amendments which may have been made subsequent to the date on the
title block. For the latest product Information about National Flood Insurance
Program flood maps check the FEMA Flood Map Store at.w w.msc.fema.gov
FEMA Flood Map
Image Courtesy of the Federal Emergency Management Agency,dated 1996.
Sheet 6 of 17

Asheville Regional Airport Project
Individual Permit Application Proiect No,2007-1889
• � - �r cs}r �I
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Sheet 7 of 17

1 �
i NOTE:JURISDICTIONAL WATERS OF THE U.S.WERE DELINI' ;ID SURVEYED WPPH
GPS BY CWS,INC.(CWS)ON JUNE 13,2007.JURISDICTIONAL 'ES HAVE NOT BEEN _
VERIFMD BY THE USACE. ` tt
74
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LEGEND
Carolina Wetland Services
PROPERTY BOUNDARY dt
��� 550 East Westinghouse Blvd.
Charlotte,North Carolina 28273
JURISDICTIONAL STREAM CHANNEL
RFFEYENCE:eTIaeVRVEYPROVmEOBY WADICKSON®CO.INC,DATEO3001.
JURISDICTIONAL WETLAND Wetland Boundary Survey
Asheville Regional Airport Expansion
PHOTO LOCATION AND DIRECTION Fletcher,North Carolina
./ CWS Project No.
2007-1889
P AW/V ID�I III d� M1�'� DATED ZZ/�7
APPROXH IATE SCALE:1"=400'
Sheet 8 of 17

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co
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v SCALE: 1" = 300'

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SOIL CAP
FILL MATERIAL/
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PROPOSED
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W FOR THE
3 ASHEVILLE REGIONAL AIRPORT
(D ASHEVILLE, NORTH CAROUNA
CD rrtox um. acuc 616 COLONNADE ORIVE
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c ASHEVILLE REGIONAL AIRPORT
z / 156,696 SF ROADWAY/PARKING
ASHEVILLE, NORTH CAROLINA
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POST-DEVELOPED DRAINAGE MAP A
/ NORTH GENERAL AVIATION DEVELOPMENT
FOR THE
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:7 / ASHEMLLE, NORTH CAROLINA
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AS SHOWN p CHARLOLTTE.NC 28205
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POST-DEVELOPED DRAINAGE MAP B
/ NORTH GENERAL AVIATION DEVELOPMENT
3 \ FOR THE
ASHEVILLE REGIONAL AIRPORT
CCD D / ASHEVILLE, NORTH CAROL616 LIN NNADE DRIVE
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v

APPLICATION.FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003.
(33 CFR 3251 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 requin
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 2220274302;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 COMPLETE'
(ITEMS BELOW TO BE FILLED BY APPLICANT)
5. APPLICANT'S NAME Asheville Regional Airport Authority 8. AUTHORIZED AGENT'S NAME AND TITLE(an agent is not required)
Attn:Mr. David N. Edwards, Jr. Carolina Wetland Services, Attn: Craig R. Wyant
6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
61 Terminal Drive, Suite 1 550 East Westinghouse Boulevard
Fletcher,NC 28732 Charlotte NC 28273
7.. APPLICANT'S PHONE NOS. W/AREA CODE TO AGENT'S PHONE NOS W/AREA CODE
a. Residence a. Residence
b. Business- [phone] i b. Business [phone] cell: [phone]
11, STATEMENT OF AUTHORIZATION
I hereby authorize, 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.
Signed Agent Authorization Form Attached
APPLICANT'S SIGNATURE DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE(seeinstructions!
Asheville Regional Airport Northern Expansion
l3. NAME OF WATERBODY, IF KNOWN wapp#cabie) 14. PROJECT STREET ADDRESS tifappiicab/el
UT to French Broad River 61 Terminal Drive, Suite 1
15. LOCATION OF PROJECT Fletcher,NC 28732
Buncombe NC `
COUNTY STATE
007
16. OTHER LOCATION DESCRIPTIONS, IF,KNOWN,(seeinstructions)
DENR-WATER(QUALITY
- - - WET WS AND STMAgATGR BRANCH
17, DIRECTIONS TO THE SITE
From Asheville,,Take Interstate 26 South to the NC 280 Exit(New Airport Road).Turn right(southwest)and follow signage into
airport parking.Project site is located on the north side of existing hangars behind security fencing. FAA requires permission to
enter this area from the Airport Director.

18. Nature of Activity(Description of project,include a//features)
The Asheville Regional Airport has a need to expand its development to meet the increased demand in the aviation industry. Due to the limited real estate for aviation use
with access to both taxiway and runway facilities,and the boundary of the French Broad River,Interstate 26,and NC Route 280,this is-the airports only remaining devel-
opable land for aviation use. This project will satisfy a portion of the publicly approved 20 year master plan for the airport. It is the purpose of this project to provide
service to economic development needs of Asheville Region and Buncombe County by providing airside access to airstrip and groundside access to four lane interstate
with approximately 450,000 square feet of new ramp,apron and taxiway;approximately 200,000 new square feet of building and approximately 150,000 new square feet
of roadway and parking. The project has been designed to satisfy the safety concerns of the FAA. This site is intended for disposal of fly ash as altemative to utilizing
valuable landfill space. State permits have already been obtained for placement of fly ash:
19. Project Purpose(Describe the reason or purpose of the project,see instructions)
The north expansion of the Asheville Regional Airport will provide for the surface area improvements necessary to accommodate ground side and air side general aviation
(GA)purposes which have been identified as essential to the growing economic demand of the region. The facility must have both direct access to commercial airstrip
and ground side access to four lane interstate. Additionally,the project will provide an alternate disposaf site for the placement of fly ash byproduct from energy produc-
ing coal fired power plants. The fly ash is presently being disposed of in surface landfill facilities which are in short supply due to the limited availability of suitable land
in the region. State approved offsite disposal areas for fly ash will greatly extend the life of the landfill.
USE BLOCKS 20-22 1F DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
In order provide for the surface area improvements necessary to the northern expansion of the airport facility there will need to be fill placed to bring the development area
up to grade. A pipe in the vicinity of the fill will be placed in order to carry the flow of an existing perennial stream and its side stream tributaries and wetlands
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
Fly ash(one of several coal combustion products,or CCPs)is the finely divided mineral residue resulting from the combustion of coal in electric generating plants.Fly ash
consists of inorganic,incombustible matter present in the coal that has been fused during combustion into a glassy,amorphous structure.A geotextile liner will be placed
beneath the fly ahs and a 24"soil cap will be placed above.
22. Surface Area in Acres of Wetlands or Other Waters Filled(see instructions)
Impacts to Perennial Streams will total approximately 1,640 linear feet and impacts to wetland areas will total 0.209 acre(Sheets 10-14,
enclosed)
23. Is Any Portion of the Work Already Complete? Yes No IF YES, DESCRIBE THE COMPLETED WORK
Yes,wetland delineation has been completed and clearing and grubbing of the site outside of jurisdictional areas has been completed.
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).
List of Adjacent Property Owners Attached.
25. List of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL* IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
NCD_ ENR Erosion and BUNCO-2007-013 N/A N/A N/A
Sediment Control
*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 described in this application. I certify that the information in this
application is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the
duly authorized agent of the applicant.
SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT 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.

r `Oct-22-2007 04:22pm From—ASHEVILLE 'ZONAL AIRPORT AUTH, [phone] T-865 P.002/002 F-582
AGENT CERTIFICATION OF AUTHORIZATION
I, David N. Edwards, Jr., A.A.E. Airport Director for the Asheville Regional Airport
Authority certify that I have authorized Craig R. Wyant of Carolina Wetland Services,
Inc.to act on my behalf and take all actions necessary to the processing, issuance, and
acceptance of the Section 404/401 Individual Permit and any and all standard and special
conditions attached for the Asheville Regional Airport Authority—North General
Aviation Expansion Project.
We hereby certify that the above information submitted in this,application is true and
accurate to the best of our knowledge.
Applicant's signature Agent's signature
? 10/22/07
Date Date
Completion of this form will allow the agent to sign all future application correspondence.

REQUEST FOR JURISDICTIONAL DETERMINATION
DATE: October 22,2007
COUNTY Buncombe County North Carolina TOTAL ACREAGE OF TRACT —33 acres
PROJECT NAME(if applicable) Asheville Regional Airport Project
PROPERTY OWNER/APPLICANT(name,address and-phone):.
Asheville Regional Airport Authority
POC:Mr.David N.Edwards,Jr.,at(828)684-2226
61 Terminal Drive,Suite 1
Fletcher,NC 28732
NAME OF CONSULTANT,ENGINEER,DEVELOPER(if applicable):
Carolina Wetland Services,Inc.
POC:Mr.Craig R.Mant,at(704)527-1177
550 East Westinghouse Blvd.
Charlotte,NC 28273
STATUS OF PROJECT(check one):
On-going site work for development purposes
X Project in planning stages
(Type of project: airport Mansion
No specific development planned at present
Project already completed
(Type of project:
ADDITIONAL INFORMATION REQUIRED:
Check items submitted - forward as much information as is available. At a minimum, the following first two items must be
forwarded.
(X) Vicinity Map
(X) USGS 7.5' Skyland,NC Topographic Quadrangle
(X) Buncombe County Soil Survey
(X) Aerial Photograph
(X) National Wetlands Inventory Map
(X) FEMAFloodplain Map
(X) Buncombe County Zoning Map
(X) Wetland Boundary Survey
(X) Pre-Developed Drainage Map
(X) Mass Grading Plan
(X) Typical Cross Section
(X) Final Development Plan(Sheets 12-14)
(X) Post-Developed Drainage Map(Sheets 15-17)
(X) Section 404 Individual Permit Application(ENG FORM 4345)

(X)Request for Jurisdictional Determination Form _
(X)Agent Certification of Authorization Form
(X)USACE Routine Wetland Determination Data Forms(DPI—DP4)
(X)NCDWQ Stream Classification Forms(SCP1—SCP5)
(X)USACE Stream Quality Assessment Worksheets(SCP1 —SCP5)
(X)Approved Jurisdictional Determination Forms
(X)Representative Photographs(A—H)
(X)Agency Correspondence
(X)Letter from Asheville Chamber of Commerce
(X)Adjoining Property Owners
(X)NCDWQ Stormwater Calculations
Signature of Property Owner or
Authorized Agent
Mr.Craig R.Wyant

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Asheville Regional Airport Project Date: 06/12/07
Applicant/Owner: Asheville Regional Airport Authority County: Buncombe
Investigator(s): Matt Jenkins, WPIT and Paul Bright State: NC
Do Normal Circumstances exist on the site? QYes No Community ID: upland_'
Is the site significantly disturbed (Atypical Situati'on)? Yes No Transect ID:
Is the area a potential roblem ,area? Yes ( I ;Plot ID: DPI
I (if needed, explain on reverse.)
VEGETATION
Dominant Plant S ecies Stratum Indicator Dominant Plant Species Stratum Indicator
1 Polystichum acrostichoides herb FAC 9
2 Osmunda cinnamomea herb FACW+ 10
3 Juncus effusus herb FACW+ 11
4 Impatiens capensis herb FACW 12
5 13
6 14
7 15
8 16
Percent of Dominant Species that are OBL,FACW or FAC
100%
Remarks:
All of the dominant plant species are FAC or wetter.
HYDROLOGY
Recorded Data(Describe in remarks): Wetland Hydrology Indicators:
Stream,Lake or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
Other Saturated in Upper 12 Inches
X No Recorded Data Available Water Marks
Drift Lines
Field Observations: Sediment Deposits(on leaves)
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators(2 or more required),
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) Water-Stained Leaves'
Local Soil Survey Data
Depth to.Saturated Soil: N/A (in.) -FAC-Neutral Test
Other(Explain in Remarks)
Remarks:
No indicators of wetland hydrology are present.
Routine On-Site Data Forms Pagel Oft 10/22/2007

' )
'
SOILS
Map Unit Name
(Series and Phase): Tate loam,2 to 8 percent slopes (TaB) Drainage Class weR-drained
Field Observations
Taxonomy(Subgroup): mesic Typic Hapludults Confirm Mapped Type? Yes No
Profile Descriotion:
Depth Matrix Color Njottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist (Munsell Moist) Abundance/Contrast Structure,etc.
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic,Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List(Inclusions)
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other(Explain in Remarks)
|
No indicators of hydric soils are present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? 7y No (Circle)
Wetland Hydrology Present? Yes No (Circle)
Hydric Soils Present? Yes �N ot Is this Sampling Point Within a Wetland? Yes CN o)
Data point is representative of a non-jurisdictional upland area.
Approved byxQUaACs2192
`
'
'
Routine On-Site Data Forms _ Page 2mf2-- 10/22/2007

a ,
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Asheville Regional Airport Project Date: 06/12/07
Applicant/Owner: Asheville Regional Airport Authority County: Buncombe
Investigator(s): Matt Jenkins,WPIT and Paul Bright State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: wetlan
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential problemArea? !es r No Plot 1D: ➢.P2
(If needed, explain on reverse.)
VEGETATION
Dominant Plant S ecies Stratum Indicator Dominant Plant Species Stratum Indicator
1 Cornus amomum shrub FACW+ 9
2 Polystichum acrostichoides herb FAC 10
3 Osmunda cinnamomea herb FACW+ 11
4 Juncus effusus herb FACW+ 12
5 Impatiens capensis herb FACW 13
6 14
7 15
8 16
Percent of Dominant Species that are OBL,FACW or FAC
100%
Remarks:
All of the dominant plant species are FAC or wetter.
HYDROLOGY
Recorded Data(Describe in remarks): Wetland Hydrology Indicators:
Stream, Lake or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
Other �Saturated in Upper 12 Inches
X No Recorded Data Available Water Marks
Drift Lines
Field Observations: Sediment Deposits(on leaves)
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators(2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: <12 (in.) —�FAC-Neutral Test
Other(Explain in Remarks)
Remarks:
Indicators of wetland hydrology are present.
Routine On-Site Data Forms page 1 Of 2-- 10/22/2007

4
SOILS
Map Unit Name
(Series and Phase): Tate loam,2 to 8 percent slopes (TaB), Drainage Class well-drained
Field Observations
Taxonomy(Subgroup): mesic Typic Hapludults Confirm Mapped Type? Yes No
Profile Description:
Depth Niatrix Color ivIcttle Colors Niottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell?vloist) Abundance/Contrast Structure,etc.
0-12 B 2.5Y 4/1 5YR 4/6 few/distinct silt loam
Histosol Concretions
Hisfic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List(Inclusions)
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other(Explain in Remarks)
Remarks:
Indicators of hydric Soils are present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle)
Wetland Hydrology Present? Yes No (Circle)
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Data point is representative of a jurisdictional wetland area.
Approved by HQUSACE 2192
Routine On-Site Data Forms Page 2 of2 10/22/2007

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Asheville Regional Airport Project Date: 06/12/07
Applicant/Owner: Asheville Regional Airport Authority County: Buncombe
Investigator(s): Matt Jenkins,WPIT and Paul Bright State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: wetlan
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP3
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1 Acer rubrum tree FAC 9
2 Carpinus caroliniana tree FAC 10
3 Alnus serrulata tree FACW 11
4 Juncus effusus herb FACW+ 12
5 Carex spp. herb * 13
6 14
7 15
8 16
Percent of Dominant Species that are OBL,FACW or FAC
100%
Remarks: *Please note this species was not identified to species and was therefore excluded from the FAC-Neutral test.
All of the dominant plant species are FAC or wetter.
HYDROLOGY
Recorded Data(Describe in remarks): Wetland Hydrology Indicators:
Stream,Lake or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
Other -Saturated in Upper 12 Inches
X No Recorded Data Available Water Marks
Drift Lines
Field Observations: Sediment Deposits(on leaves)
�-Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators(2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: <12 (in.) �_FAC-Neutral Test
Other(Explain in Remarks)
Remarks:
Indicators of wetland hydrology are present.
Routine On-Site Data Forms Page l of-2 : 10/22/2007

SOILS
Map,Unit Name
(Series and Phase): Tate loam,2 to 8 percent slopes (TaB) Drainage Class well-drained
Field Observations
Taxonomy(Subgroup): mesic Typic Ha ludults Confirm Mapped Type? Yes No
Profile Descri tion:
Depth Matrix Color Mottle Colors Mottle Texture,Concretions,
(inches) Horizon (Munsell Moist l (Munsell Moist) Abundance/Contrast Structure,etc.
0-12 B 2.5Y 4/1 5YR 4/6 few/distinct silt loam
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local.Hydric Soils List(Inclusions)
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other(Explain in Remarks)
Remarks:
Indicators of h dric soils are 1present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle
Wetland Hydrology Present? Yes No (Circle)
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Data point is representative of a 'urisdictional wetland area.
Approved by HQUSACE 2192
Routine On-Site Data Forms Page.2 of-2- 10/22/2007

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Asheville Regional Airport Project Date: 06/12/07
Applicant/Owner: Asheville Regional Airport Authority County: Buncombe
Investigator(s): —Matt Jenkins, WPIT and Paul Bright State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: wetlan
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP4
(if needed, explain on reverse.)
VEGETATION
Dominant Plant S ecies Stratum Indicator Dominant Plant Species Stratum Indicator
1 Nyssa sylvatica tree FAC 9
2 Salix nigra tree OBL 10
3 Carpinus caroliniana tree FAC 11
4 Cornus amomum shrub FACW+ 12
5 Boehmeria cylindrica herb FACW+ 13
6 Carex spp. herb * 14
7 Juncus effusus herb FACW+ 15
8 Impatiens capensis herb FACW 16
Percent of Dominant Species that are OBL,FACW or FAC
100%
Remarks: *Please note this species was not identified to species and was therefore excluded from the FAC-Neutral test.
All of the dominant plant species are FAC or wetter.
HYDROLOGY
Recorded Data(Describe in remarks): Wetland Hydrology Indicators:
Stream, Lake or Tide Gauge Primary Indicators:
Aerial Photographs X Inundated
Other ��Saturated in.Upper 12 Inches
X No Recorded Data Available Water Marks
Drift Lines
Field Observations: Sediment Deposits(on leaves)
Drainage Patterns in Wetlands
Depth of Surface Water: 0-2 (in.) Secondary Indicators(2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: >12 (in.) FAC-Neutral Test
Other(Explain in Remarks)
Remarks:
Indicators of wetland hydrology are present.
Routine On-Site Data Forms Page 1 of-2 10/22/2007

SOILS
Map Unit Name
(Series and Phase): Tate loam,2 to 8 percent slopes (TaB) Drainage Class well-drained
Field Observations
Taxonomy(Subgroup): mesic Typic Hapludults Confirm,Mapped Type? Yes No
Profile Descriotion:
Depth Matrix Color Mottle Colors Mottle Texture,Concretions,
(inches) Horizon (Munsefl Moist) (Munsell Moist) Abundance/Contrast Structure,etc.
0-12 B 1 OYR 4/1 N/A N/A silt loam
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List(Inclusions)
Reducing Conditions Listed on National Hydric Soils List
T Gleyed or Low-Chroma Colors Other(Explain in Remarks)
Remarks:
11Indicators of hydric soils are present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle)
Wetland Hydrology Present? Yes No (Circle)
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? c No ye�6
Remarks:
Data point is representative of a iurisdictional wetland area.
Approved by HQUSACE 2/92
Routine On-Site Data Forms Page 2 of-2 f 10/22/2007

North Carolina Division of Water Quality -Stream Identification Form; Version 3.1
Date: 06/12/2007 Projectheville Regional Airport Project Latitude: N35.445430
Evaluator:NMj&pA_B Site: SCP1 Longitude: W82.540940
Total Points: Other Perennial Stream A
Stream is at Last intermittent
if k 19 or perennial if�:30 33.50 County:1 Buiticombe e.g.Quadivarne.
A. Geomorphology (subtotal 15.5 K: ...................
13. Continuous bed and bank 2.0 0 1 2 3
2. Sinuosity 2.0 0 1 2 3
3. In-channel structure: riffle-pool sequence 2.0 0 1 2 3
4. Sail texture or stream substrate sorting 2.0 0 1 2 3
5. Active/relic floodplain 1.0 0 1 2 3
6. Depositional bars or benches 1.0 0 1 2 3
7. Braided channel 0.0 0 1 2 3
8. Recent alluvial deposits 1.0 0 1 2 3
9"Natural levees 1.0 0 1 2 3
10. Headcuts 2.0 0 1 2 3
11. Grade controls 1.5 0 0.5 1 1.5
12. Natural valley or drainageway 0.0 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented No= 0 Yes
evidence. 0.0,
Man-made ditches are not rated;see discussions in manual
B. Hydrology (Subtotal =_9.0 )
14. Groundwater flovi/discharge 2.0 0 1 2 3
15.Water in channel and > 48 brs,since rain, or 0 1 2 3
Water in channel--dry or growing season 2.0
16. Leaflitter 1.5 1.5 1 0.5 0
17. Sediment on plants or debris 1.0 0 0.5 1 1.5
18. Organic debris lines or piles(Wrack lines) 1.0 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present?1.5 No= 0 Yes= 1.5
C. Biology (Subtotal = 9.00
20". Fibrous roots in channel 3.0 3 2 1 0
21b. Rooted plants in channel 3.0 3 2 1 0
-22. Crayfish 0.0 0 0.5 1 1.5
23. Bivalves 0.0 0 1 2 3
24. Fish 0.0 0 0.5 1 1.5
-25.Amphibians 1.5 0 0.5 1 1.5
26. Macrobenthos(note diversity and abundance) 0.5 0 0.5 1 1.5
27- Filamentous algae-: periphyton 1.0 0 1 2 3
-28. Iron oxidizing bacteriatfungus. 0.0 0 0.5 1 1.5
-29'. Wetland plants in streambed 0.00 FAC= 0.5: FACW=0.75, 0 BL= 1.5 SAV=2.0; Other=0
7'Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of.aquatic or�Afelland plants.
Notes: (use back side of this form for additional notes.) Sketch:

North Carolina Division of Water Quality -Stream Identification Form; Version 3.1
FEvaluator:
:06/12/200�7 ProjeelhevilleRegionalAirportProject Latitude: N35.44543°
j&P Site: SCP2 W82.54094
Longitude: o
g
Total Points:
Stream is at least intermittent L County Other Perennial Stream A
ifz 19 or erenniailf>_30 GO 'Buncombe e.g.Quad iveme.
A. Geomorphology (subtotal = 17.5 :Abs... 11u ajk li►�oi rate
Stran
13. Continuous bed and bank 2,0 0
1 2 3
2. Sinuosity. 3.0 0 1
2 3
3. In-channel structure:riffle-pool sequence 2.0 0 1
2 3
4. Soil texture or stream substrate sorting 2.0 0 1
5. Active/relic floodplain 2.0 2 3
0 1 2 3
6. Depositional bars or benches 1.0 0 1
7. Braided channel 2 3
0.0 0 1 2 3
8. Recent alluvial deposits 1.0 0 1
9-Natural levees 2 3
1.0 0 1 2 3
10. Headcuts 2.0 0 1
11. Grade controls 2 3
0.5 0 0.5 1 1.5
12. Natural valley or drainagevray 1.0 0 0.5 1
13. Second or greater order channel on existing 1.5
USGS or MRCS map or other documented No= 0
evidence. 0.0 Yes=3
E Man-made ditches are not rated;see discussions in manual B. Hydrology (Subtotal = 9.5
14. Groundwater flovddischarge 3.0 0 1 TZ
3 1 S.Water in channel and >48 hrs since rain, or
Water in channel--dryor growingseason 2.0 0 1 3
16. Leaflitter 1.0 1.5 117. Sediment on plants or debris 0
1.0 0 0.5 1.5
18. Organic debris lines or piles(Wrack lines) 1.0 0 0.5 -
19. Hydric soils (redoximorphic features) present?1.5 No=0 1 1.5
Yes= 1.5
C. Biology (Subtotal = 9.50 )
20b. Fibrous roots in channel 3.0 3 2 1
21b. Rooted plants in channel 0
3.0 3 2 1 0
22. Crayfish 0.0 0 0.5 1
23_ Bivalves 1.5
0.0 0 1 2 3
24. Fish 0.0 0 0.5
1. 1.5
25. Amphibians 1.0 0 0.5 1
26_ Macrobenthos(note diversity and abundance) 0.5 0 1.5
0.5 1 1.5
27. Filamentous algae; periphyton 2.0 0 1 2 3
28. Iron oxidizing bacteriatfungus. 0.0 0 0,5
29b. Wetland plants in streambed 1 1.5
0.00 FAG= 0.5; FACW=0.75; OBL= 1.5 SAV=2.0; Other=0
Items 20 and 2'1 focus on the presence of upland plants, Item 29 focuses cn the presence of aquatic or wetland plants.
Notes: (use back side of this form for additional notes.) Sketch:
I
I
!
.. j

f
r ,
North Carolina Division of Water Quality -Stream Identification Form; Version 3.1
Date: 06/12/2007 ProjeCtheville Regional Airport Project Latitude: N35.445430
Evaluator:NffiJ&pAB Site: SCp3 Longitude: W82.540940
Total Points: Other Perennial Stream A
Stream is at least intennitfenf 3 5 50 county:Buncombe e.g.Quad Name:
if>_ 19 or perennial if z 30 •
A. Geomorphology Subtotal = 17.5 ::..............................................
..:........ ......
9Y
::/?bsentii[ Ulleak taderate Skrorg [
1'. Continuous bed and bank 2.0 0 1 2 3
2. Sinuosity 3.0 0 1 2 3
3. In-channel structure: riffle-pool sequence 2.0 0 1 2 3
4. Soil texture or stream substrate sorting 2.0 0 1 2 3
5. Active/relic floodplain 2.0 0 1 2 3
6. Depositional bars or benches 1.0 0 1 2 3
7. Braided channel 0.0 0 1 2 3
8. Recent alluvial deposits 1.0 0 1 2 3
9 a Natural levees 1.0 0 1 2 3
10. Headcuts 2.0 0 1 2 3
11. Grade controls 0.5 0 0.5 1 1.5
12_ Natural valley or drainageway 1.0 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented No=Q Yes=3
evidence. 0.0
Man-made ditches are not rated:see discussions in manual
B. Hydrology (Subtotal = 9.5 a
14. Groundwater flovvldischarge 3.0 0 1 2 3
15.Water in channel and > 48 hrs since rain, or 0 1 2 3
Water in channel--dry or growing season 2.0
1 S. Leaf Iitter 1.0 1.5 1 0.5 0
17. Sediment on plants or debris 1.0 0 0.5 1 1.5
18. organic debris lines or piles(Wrack lines) 1.0 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present?1.5 No= 0 Yes= 1.5
C. Biology (Subtotal = 8.50 }
20 . Fibrous roots in channel 3.0 3 2 1 0
21b. Rooted plants in channel 3.0 3 2 1 0
22. Crayfish 0.0 0 0.5 1 1.5
23. Bivalves 0.0 0 1 2 3
24. Fish 1.0 0 0.5 1 1.5
25. Amphibians 1.0 0 0.5 1 1.5
26. Macrobenthos(note diversity and abundance) 0.5 0 0.5 1 1.5
27. Filamentous algae; periphyton 0.0 0 1 2 3
28. Iron oxidizing bacteria/fungus. 0.0 0 0.5 1 1 1.5
29 b. Wetland plants in streambed 0.00 FAC= 0.5: FACW=0.75; OBL= 1.5 SAV=2.0; Other=0
cl Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)

North Carolina Division of Water Quality -Stream Identification Form; Version 3.1
Date: 06/12/2007 ProjeCtheville 114onal Airport Project Latitude: N35.445430
Evaluator:Nffij&pA_B Site: SCP4 Longitude: W82.540940
Total Points: Other Unimportant Intermittent
Stream is at least intermittent county:
I if�: 19 or pereinial if�:30 23.50 Buncombe e.g. Qvad jVarrie_' Stream B
. ...........
A. Geomorphology (Subtotal = 13.0
.......... ..........
Ia. Continuous bed and bank 2.0 0 1 2 3
2. Sinuosity 2.0 o 1 2 3
3. In-channel structure: riffle-pool sequence 1.0 0 1 2 3
4. Soil texture or stream substrate sorting 2.0 0 1 2 3
5. Active/relic f I oodp lai n 1.0 0 1 2 3
6. Depositional bars or benches 1.0 0 1 2 3
7. Braided channel 0.0 0 1 2 3
8. Recent alluvial deposits 1.0 0 1 2 3
9 a Natural levees 0.0 0 1 2 3
10. Headcuts 2.0 0 1 2 3
11. Grade controls 0.5 0 0.5 1 1.5
12. Natural valley or d rainageway 0.5 0 0.5 1 1.5
13. Second or greater order channel on exi;7t7ng
USGS or MRCS map or other documented No= 0 Yes= 3
evidence. 0.0
Man-made ditches are not rated;see discussions in manual
B. Hydrology (Subtotal =
14. Groundwater flovildischarge 1.0 0 1 2 3
15.Water in channel and >48 hrs since rain-, or 0 1 2 3
Water in channel--d ry or g rowi ng season 0.0
16. Leaflitter 1.0 1.5 1 0.5 0
.17. Sediment on plants or debris 0.5 0 0.5 1 1.5
18- Organic debris lines or piles(Wrack lines) 0.5 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present?1.5 NO= 0 Yes= 1.5
C. Biology (Subtotal = 6.00
20t). Fibrous roots in channel 3.0 3 2 1 0
b
21 . Rooted plants in channel 3.0 3 2 1 0
-22. Crayfish 0.0 0 0.5 1 1.5
23. Bivalves 0.0 0 1 2 3
24. Fish 0.0 0 0.5 1 1.5
25. Amphibians 0.0 0 0.5 1 1.5
26. Macrobenthos(note diversity and abundance) 0.0 0 0.5 1 1.5
27. Filamentous algae; periphyton 0.0 0 1 2 3
28. Iron oxidizing bacteria/fungus. 0.0 0 0.5 1 1.5
29 b Wetland plants in streambed 0.00 FAC= 0.5; FACW=0.75; OBL= 1.5 SAV=2.0; Other=0
D Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)

North Carolina Division of Water Quality -Stream Identification Form; Version 3.1
Date: 06/12/2007 ProjeCthevffle Regional Airport Project Latitude: N35.445430
Evaluator:NM &PAB Site: SCP5 Longitude: W82.540940
Total Points: Other Perennial Stream C
Stream is at least intern7ittent
if�: 19 or perennial if�:30 30.00 County:1 Buncombe e.g.Quad Name.
A. Geomorphology (subtotal = 14.0Moc9rate: Strong:::
............
I'- Continuous bed and bank 2.0 0 1 2 3
2. Sinuosity 1.0 0 1 2 3
3. In-channel structure: riffle-pool sequence 2.0 0 1 2 3
4. Soil texture or stream substrate sorting 2.0 0 1 2 3
5. Active/relic floodplain 2.0 o 1 2 3
6. Depositional bars or benches 1.0 0 1 2 3
7. Braided channel 0.0 0 1 2 3
8. Recent alluvial deposits 1.0 0 -1 2 3
9'Natural levees 1.0 0 1 2 3
10. Headcuts 1.0 0 1 2 3
11. Grade controls 0.5 0 0.5 1 1.5
12. Natural valley or d rainageway 0.5 0 1 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented No= 0 Yes= 3
evidence. 0.0
Man-made ditches are not rated;see discussions in manual
B. Hydrology (Subtotal =_§.5 )
14. Groundwater f low/discharge ' 2.0 0 1 2 3
15.Water in channel and ;- 48 hrs since rain, or 0 1 2 3
Water in channel--dry or growing season 2.0
16. Leaflitter 1.5 1.5 1 0.5 0
17. Sediment on plants or debris 0.5 0 0.5 1 1.5
18. Organic debris lines or piles(Wrack lines) 1.0 0 0.5 1 1.5
19. Hydric soils (redcximorphic features) present?1.5 No= 0 Yes= 1.5
C. Biology (Subtotal
20". Fibrous roots in channel 3.0 3 2 1 0
2 b
1 . Rooted plants in channel 3.0 3 2 1 0
22. Crayfish 0.0 0 0.5 1 1.5
23- Bivalves 0.0 0 1 2 3
24. Fish 0.0 0 0.5 1 1.5
25. Amphibians 0.5 0 0.5 1 1.5
26. Macrobenthos(note diversity and abundance) 0.5 0 0.5 1 1.5
27. Filamentous algae-, periphyton 0.0 0' 1 2 3
28. Iron oxidizing bacteriatfungus. 0.5 0 0.5 1 1.5
29 b. Wetland plants in streambed. 0.00, FAC= 0.5: FACW=0.75; OBL= 1.5 SAV=2.0; Other=0
0 Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)

OFFICE USE ONLY: USACE AID# DWQ#
SCPl—Perennial Stream A
STREAM QUALIFY ASSESSMENT WORKSIIEET '
1.Applicant's Name: Asheville Regional Airport Authority 2.Evaluator's Name_Matt Jenkins and Paul Bright
3.Date.of Evaluation: 6/12/07 4.Time of Evaluation: 12:00 pm
5.Name of Stream: UT to Broad River 6.River Basin: Broad
7.Approximate Drainage Area: 65 acres S. Stream Order: Fist
9. Length of Reach evaluated: 100 if 10. County: Buncombe
I I. Location of reach under evaluation (include nearby roads and-landmarks): Travel south on Interstate 85 (I-85) and merge onto
I-26 West via.Exit 70 toward Asheville. Travel approximately 48.6 miles and take the NC-280 exit Exit 40 toward Asheville
Regional Airport/Arden. Travel approximately 0 2 mile and turn left onto New Airport Road/NC 280 Travel approximately 0 2
mile and turn right onto General Aviation Drive Travel approximately 0 3 mile and the site will be straight ahead
12. Site Coordinates(if known): N35.445430 W82.540940
13.Proposed Channel Work(if any): N/A
14.Recent Weather Conditions:no rain within the past 48 hours
15.Site conditions at time of visit: sunny 80 degrees
16.Identify any special waterway classifications known: _Section 10 _Tidal Waters _Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters _Nutrient Sensitive Waters _Water Supply Watershed (I-IV)'
17.Is there a pond or lake located upstream of the evaluation point? YES NO If yes,estimate the water surface area:
18.Does channel appear on USGS quad map?(a) NO 19.Does channel appear on USDA Soil Survey?(a) NO
20.Estimated Watershed Land Use: _%Residential 40 %Commercial _%Industrial _%Agricultural
10 %Forested 50 %Cleared/Logged _%Other( )
21.Bankfull Width: 4-5' 22.Bank Height(from bed to top of bank): 34'
23.Channel slope down center of stream: _Flat(0 to 21/o) X Gentle(2 to 4%) _Moderate(4 to 10%) _Steep(>1.0%)
24. Channel Sinuosity: Straight _Occasional Bends X Frequent Meander _Very Sinuous _Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain; vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions,enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity,and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100,with a score of
100 representing a stream of the highest quality.
Total Score (from reverse): 49 Comments:
Evaluator's Signature Date
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change—version 05/03. To Comment,please call 919-876-8441 x 26.
. 1--

STREAM QUALITY ASSESSMENT WORKSHEET
SCP1 - Perennial Stream A
CHACEI7; STCS SCOE
°
�k
o LLZ��
111IIta111"
Presence-of flow`t persistent pflols in strealft, ,
1 _ 0-4
(no;ftoi -or saturation 0;strop flow=-mar Quits,
Evidence,ofpast tunan alferafibn
2
(etensiire alteration 0,,no alteration
Riparian zone
0
a--4 5• :
(nQ buffer-0 continuous,wide buffer maxpoints)
EVIdencs of nidif*nt•or eheniical dikharges:'
i 0-5 0-4, 0 4' 3
liar disiat(extensive disc ps=-max points)
Grot�ludatea discharge
'Q 5 (no dvseii_ e=b-, rtn�s,sees we!a�idsz eto_ max points): 0� ' Q 4 (. 4 3
` Presence of_adjacent floodplain
z b Q 4.. 0,'-4 Q 2, 2
{na tic�od lain 0,x teusive#loo laic=max out)
Entrenchment/�fCoodplan access
entrenched..=Q,fre tent ffofldu3 nab 5 4 4 {} 2 2
Presence
`of adjacent wetlands`
(no wetlands-;-03 large adjacent wetlands=max
f}` 6: Q 4 0 2 0
Channel°-sinuosity
0 5` -0 4 fl 3 3
.extens xe chantielizatt in 0,natural meander,=rnax.;©tits}
S.'dine at uzp t
e fl 0 5 th 4 04, 3
s extensive de okfon "O,little.orano sedtxaemt--M K f omits)•
i l _ Size$i€ltversfy of channel bad psAibstrate 0" 4 }:- 3
:'• ._ (fine, oino enou - large;diversei2e s-max oits)
Pvidence of channel inctsrod or wideznng -
12 0-5 4 4 Q S 2
(dee°Vtncisb'd 0,stable bed��bo o, max o tsj
Pr-esence ofmajor bank,failures
0; 5 Qr S_,• @ 5 3
��„{. severe_efosion_-0,_r ci eroS on-,,stable banks.=max- _Dints
Root depth and density,_on�banfcs _ .
14, fl-3 tl-4:. 4-5 - 2
{no Vtsrl le roots 0,dense roots thrQu bout_=mw' Dints)'.
Ltiact by agriculture orlivestock piroduction
15 4
substantYat mn act+A,0; m no cvtdenee ax omits
Presence of riffle-poollripple pool complexes .,
l b 4
(no nfffesln les or oo s-0;well-•develo ed_-m `;dints).: _-
eQ Halrrtat CO
�'+ 1 little tee habitat , 4�.wfre went,°°;var�ei hab7tats .. MAX; Dints: 0 6 0 b 3
Canopy coverage over stareangibecl m g-
1 n,. ��' _ 0 5 5. 0
(no sha(6 -Ve etatton m 0,continuous cano- T may gluts)
Substrate embeddedness
(deeply°embedd'ed,-0,loose•s#ructure=tnax
Presence v�sireanix ilia rtebrates
Q-4 2
{no evidencecowpion;nme nera . es ��ma o$ts)
t� Presence of ampinbians
Gl �(no edence=�0 corninon numerous es=max -Dints} 0 4 4. 3
Pesence of frsh_a
{i4 t} { 4. 0
tno evidence-x:0;'cotnnmon,,numerous::' es max mints,
EvldattCe Of�VllilbQ'#1Se
I} 6 {) 5 0 5 0
ncievtd`ence Q,abundant evidence-max Dints
' Total POmts Possible000b/ d
>_ .,. �r.'h ..°.-;s . °' _ ,-.,s`°.° _°°�, �. •:o �, � � .��°a � his �'a��sr E
a- x y q.' a 5 _ .v 8 _ r 5 ? s r n f �' h s9,,� r _✓ -v r
.�/ r '� r r
sc F �''Yt
ON
r5 a x � a { SC1 G�4gll ?a � / y 9
.,. 7,75
49
*These characteristics are not assessed in coastal streams.
2

OFFICE USE ONLY: USACE AID# DWQ#
SCP2 —Perennial Stream A
s STREAM QUALITY ASSESSMENT WORKSHEET ,
1.Applicant's Name: Asheville Regional Airport Authority 2.Evaluator's Name:Matt Jenkins and Paul Bright
3.Date of Evaluation: 6/12/07 4.Time of Evaluation: 12:30 pm
5.Name of Stream:. UT to Broad River 6.River Basin: Broad
7.Approximate Drainage Area: 65 acres 8.,Stream Order: First
9.Length of Reach Evaluated: 200 if 10. County: Buncombe
11. Location of reach under evaluation (include nearby roads and landmarks): Travel south on Interstate 85 (I-85) and merge onto
I-26 West via Exit 70 toward Asheville. Travel.approximately 48.6 miles and take the NC-280 exit (Exit 40) toward Asheville
Regional Airport/Arden. Travel approximately 0.2 mile and turn left onto New Airport Road/NC-280 Travel"approximately 0 2
mile and turn right onto General Aviation Drive. Travel approximately 0.3 mile and the site will be straight ahead.
12.Site Coordinates(if known): N35.44543°,W82.54094°
13.Proposed Channel Work(if any): N/A
14.Recent Weather Conditions:no rain within the past 48 hours
15. Site conditions at time of visit: sunny 80 degrees
16.Identify any special waterway classifications known: _Section 10 _Tidal Waters _Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters _Nutrient Sensitive Waters . _Water Supply Watershed (I-IV)
17.Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
18.Does channel appear on USGS quad map?Q NO 19. Does channel appear on USDA Soil Survey?(a) NO
20.Estimated Watershed Land Use: _%Residential 40 O o Commercial _%Industrial _%Agricultural
10 %Forested 50 %Cleared/Logged _%Other( )
21.Bankfull Width: 4-5' 22.Bank Height(from bed to top of bank): 4-5'
23. Channel slope down center of stream: _Flat(0 to 2%) X Gentle(2 to 4%) _Moderate(4 to 10%a) _Steep(>10%)
24.Channel Sinuosity: Straight _Occasional Bends X Frequent Meander _Very Sinuous Braided Channel '
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to,review the.-characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions,enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity,and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100,with a score of
100 representing a stream of the highest quality.
Total Score (from reverse): 51 Comments:
Evaluator's Signature Date
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval,and does not imply a
particular mitigation ratio or requirement. Form subject to change—version-05/03. To Comment,please can 919-876-8441 x 26.
1

STREAM QUALITY ASSESSMENT WORKSHEET
SCP2 — Perennial Stream A
"A
,pools in:stream Tresence,of, 6w1persigtent '01 4
m 0;�strop = ai 4,
)10�AOw,' or saturatiog ptig pw, p
01 alferati6n-
Evi csot
6, 2�5`
an ae "o,
anzo O_" 0
e,bf-nuttlent or'then6ical digehafkes
4. 5 .0-4 4' 3
disqhar�gps,, no discligg'ps, max points)
4p& r.dfiv
,`O;"' -3 4, 3
"p
noAg -W tc k
°6 0 2
(no'floodplain extensive,flood plain—mxx, 4,
chinent'J.,,no6d 14M,,access,
ae 2
U
8 Presentee of 6t an s,u �d'
0` .4s -,:,,.,,0 "'ZI 0
wetlands'=0­;,,lar 4 =O�ddans, him dint
s)ts
Chanixel"ghluostty
'9 0�­5 3
�hann6ft '0,�,nataral, ander c iszafipwj� --iqe iousts.:
se�"' 'eat-Ulp uf 3
6
.Sliel.&,,diver ity.,of-'_channel,bed substrate."
A '0' 4 0—5" 3
Evidence,of'ch -of widening_F annef%cisioA enmg
2
12 6 4� 9'
(lee Iy incise
prese­ncp q"fm" ajor ba
es
­ ­
3
tosion—vA 6erosion,,stab gbah kg­ U
Rootdej�tjiand density' banks
—3, 3
-dense-roots throughout rnak rots)
'fipa cChyag"p-p-ii[I �,r'livestock"prvq fctfiij . ......
4, 4
"A
a-- p rip, 5at
Presence: im V -po'd, complexes�q. Jr e poo r�ppj
4 .
3 5
'dov(,,n(5 ti es/ripples or pools G;,well.- eloped rfiajr:Ooijats)
";Q
little b
3
(h habitat.. Q,;� A
"anopy'k i Owi stfeamV d�"
On 5 "0; 0
9. Substrate-embeddedness°
,
_4 D,­4 3
0;looses�
-dp6pjy einibe 's", cture,
Invertebrates fte'se#"
5 0 5 2
MMPOM
umor.0 J'z­ . ....
resenee;,o ainp ians
4 2
_7 (no-,ev ja" es=max Oirlts)'
Presence Ofri.
­4 0
(n e
max'�P'Jo
4", 0
UsAypes�'— iriks)
� -numerous
El�'.Vi�d.'elLele.,�'of-,-,wild es UW'
F 0
max, "o-
'd mmdaA -,v.i - ' -
0"
enc
"N 6,
Total
�.W
0
W,
"'TWO, 51
T.
)R
�9�1 VT
These characteristics are not assessed in coastal streams.
2

OFFICE USE ONLY: USACE AID# DWQ#
SCP3—Perennial Stream A
STREAM QUALITY ASSESSMENT WORKSHEET
1.Applicant's Name: Asheville Regional Airport Authority 2.Evaluator's Name: Matt Jenkins and Paul Bright
3.Date of Evaluation: 6/12/07 4.Time of Evaluation: 1:00 pm
5.Name of Stream: UT to Broad River 6. River Basin: Broad
7. Approximate Drainage Area: 65 acres S. Stream Order: Fast
9. Length of Reach Evaivated: 200 If 1:0. C Linty: Suncombe
I I. Location of reach under evaluation (include nearby roads and landmarks): Travel'south on Interstate 85 (I-85) and merge onto
I-26 West via Exit 70_toward Asheville. Travel approximately 48.6 miles and take the NC-280 exit (Exit 40) toward Asheville
Regional Airport/Arden. Travel approximately 0.2 mile and turn left onto New Airport Road/NC-280. Travel approximately 0 2
mile and turn right onto General Aviation Drive. Travel approximately 0.3 mile and the site will be straight ahead.
12. Site Coordinates(if known):_ N35.445430,W82.540940
13.Proposed Channel Work(if any): N/A
14.Recent Weather Conditions:no rain within the past 48 hours
15. Site conditions at time of visit: sunny 80 degrees
16.Identify any special waterway classifications known: _Section 10 _Tidal Waters _Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters _Nutrient Sensitive Waters _Water Supply Watershed (I-IV)
17.Is there a pond or lake located upstream of the evaluation point? YES NO If yes,estimate the water surface area:
18.Does channel appear on USGS quad map?(a) NO 19.Does channel appear on USDA Soil Survey?(D. NO
20.Estimated Watershed Land Use: _%Residential 40 %Commercial _%Industrial _%Agricultural
10 %Forested 50 %Cleared/Logged _%Other( )
21.Bankfull Width: 4-5' 22.Bank Height(from bed to top of bank): 4-5'
23.Channel slope down center of stream: _Flat(0 to 2%) X Gentle(2 to 4%) _Moderate(4 to 10%) _Steep(>100/6)
24. Channel Sinuosity: Straight _Occasional Bends X Frequent Meander _Very Sinuous _Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identif ed.in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100,with a score of
100 representing a stream of the highest quality.
Total Score (from reverse): 53 Comments:
Evaluator's Signature Date
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the.United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change—version`05/03. To Comment,please call 919-876-8441 x 26.

1 �
STREAM QUALITY ASSESSMENT WORKSHEET
SCP3 —Perennial Stream A
yqy ■mayO�+ +De 'OI��1 AE ,�
° Aastal Fiedmontq> , aUntaili.%`
resence of�Io�v I persistent�bols in stxeam,
4 4 4
( !ow or saturation_ Q;strop flow max ,oants)
Evidence of past,hUT", alteration
a 6 S s,z 2
v
(exteiisiye alteration " 0;',no alteration, -12iparian One, '
3. 0., 6 0-4 0 S 0
(no"buffer,==0, contiguous"Wide,buffer-max points) .
Evidence of nutrient or chemical discharge..
I, 01-3 0-40= 1
(extensiue.•disc.harges 0'.,noldischaiges:-max.points) I
Gi oundwatex discharge
_ 3
*�' no chschar e s nn srsee s wetlands etc' inax,'omts
Presence of`adacen tloadplain
{uo ftv_od-lain t7s.extensive flood taiu-inxt, �izmts) �` fl 4 fl 2 _ 2
;i", Entrench ent l.floodplak access
•,
de„rl..entrenched,• (1 e,uent�floding=max ,Dints " 2 2
Pxesenceyof adjacent wetlands;`
B 6 t3 4 0 2 0
no wetlands=O large a djacentwetlands. max cants)..
ChanngI sinuosity
3
(extens�,ehanne a ._O;rratnrat.r pander_-
� • �edzarent utput -
;, �exten�rue ne (35itiC}IL Q,httiear,rao s�izmentmax,
fl 4 tl 4 3
y Size&iv rsi of channel b'ed'subsfrate
I� _ r rA* 4 tk 5 3
( Tl&y ©IIIO Bn0115 r.ISr e,7� PSSe� 1Ze8—:ITIaX F}TItS)_
vzdence of hanuel iiieWou-br'vvideiung ;
l2 0- 0 4 Q; S 2
;a+ o. ,BibO eb & nx sd oink)
Presence pf maltir banit faiYures
(} 3
h {severe=eros nks
ion. T 0,rice eros7Qn,statilo ba =mad _Dints
hoot depth arid;density ian.lianks
L4 0_ 3 t3 4 (} 5 3
{no Nisi`ble roots 0,dense roots t6roughout_-'max aizzts) ,;
Impact by agracultnre or hvestuckproduction a
T A N, 4 (} 4
`, ••,° substantialvn act 4,nolevidence may ,oinnts=
resence''of rzffle-pnol/rppie�paol eariplexes
1fi 0- 3 0- S , Ow 6 4
(no rz$I /rt Ies ar ooJs 0,well deueio ed= ' `oizits
r� Hffiltatcomplex>ty
f7 little o> uo habitat {f,fre ueut,vaned habitats: max Dints)' 0 6 6 0 6 3
Cuopy caterage aver stx eambed
l 0 5 t}' Q 5 0
�zzossha , ` ve eta
tion {l,coxiCinuous:cano - max "arts)
oSuhs"te.embeddedness
19 {I=4 0� 4 3
;dee °embed ded O;,loose,structiue=made -.ly
20 Presence o stream invertebrates €1 4 lle 5 5 2
y
no evizieAce �=0„couroxou,numerous, es `
Presence of°a n Iuh* 45,
2 - p 4 2
C?F (no ettdence='0,cornruan,-munerous�twes pax oiitts.
" Ej6esence offish, _
Q� 22 �� - �� 4-4 {l: 4 4 4 2
x ono evidence 4,comsxzoit,uutnerous, es Dints)
„ r Evidence;of wildlife use 0 5 0
ncr ev�denee f},=.at iandant-e denoe"-max ointi
O* 6 1}. S
' � r i - • '��. a ,��
x y Total Fits Possie� 1Qtla{lti�
-SC 63
n�� �E s3
,.•vra.....,n_s_a;�$�. s.,;,f,,...,". __„a,: ,.:::__,.-'�. .k r_ ,.. ss,..q.�r,.. ''. .,.,.cal„ ..': ,,.... .,orb
*These characteristics are not assessed in coastal streams.
2

M .
OFFICE USE ONLY: USACE AID# DWQ#
SCP4-Unimportant Intermittent Stream B
STREAM QUALITY ASSESSMENT WORKSHEET -
1.Applicant's Name: Asheville Regional Airport Authority 2.Evaluator's Name:Matt Jenkins and Paul Bright
3.Date of Evaluation: 6/12/07 4.Time of Evaluation: 1:30 pm
5.Name of Stream: UT to Broad River 6_River Basin: Broad
7.Approximate Drainage Area: 5 acres 8. Stream Order: First
9.Length of Reach !Evaluated: t00 if 10. County: Buncombe
11. Location of reach under evaluation (include nearby roads and landmarks): Travel south on Interstate 85 (I-85) and merge onto
I-26 West via Exit 70 toward Asheville. Travel approximately 48.6 miles and take the NC-280 exit (Exit 40) toward Asheville
Regional Airport/Arden. Travel approximately 0.2 mile and turn left onto New Airport Road/NC-280. Travel approximately 0.2
mile and turn right onto General Aviation Drive. Travel approximately 0.3 mile and the site will be straight ahead.
12. Site Coordinates(if known): N35.445430•W82.540940
13.Proposed Channel Work(if any): N/A
14.Recent Weather Conditions!no rain within the past 48 hours
15. Site conditions at time of visit: sunny 80 degrees
16.Identify any special waterway classifications known: _Section-10 _Tidal Waters Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters _Nutrient Sensitive Waters _Water Supply Watershed (I-IV)
17.Is there a pond or lake'located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
18.Does channel appear on USGS quad map? YEN 19.Does channel appear on USDA Soil Survey? YES
20.Estimated Watershed Land Use: _%Residential _%Commercial _%Industrial _%Agricultural
_%Forested 100%Cleared,/Logged _%Other( )
21.Bankfull Width: 34' 22.Bank Height(from bed to top of bank): 34'
23. Channel slope down center of stream: _Flat(0 to 2%) X Gentle(2 to 4%) _Moderate(4 to 101/6) _Steep(>10%)-
24.Channel Sinuosity: Straight _Occasional Bends X Frequent Meander _Very Sinuous _Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions,enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity,and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100,with a score of
100 representing a stream of the highest quality.
Total Score (from reverse): 27 Comments:
Evaluator's Signature Date.
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change-version.05/03. To Comment,please call 919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
SCP4 — Unimportant Intermittent Stream B
� �„ e. "�-;�,���._ .� � ,.�r= � :=:"t ..�% " � ��'� .� T�R"• �!� ' ,eF,���.t�a `d�.,x<aa `a�'ise'f�YIIflI��� �nu� ,x�q,,� �„�"�
T�
Presence of flvf persistent ponIsn stream g 0
( o;fl�cu ur satu ion tl,.strPi ow.--ii ax axn s a
vaiemee ai pastumaz�e altezatw7ra { fl 5 2
� ten uei"aitera ion O,-Aa
�.
�� � �parian zQIIe `
(uo buffer=s0,,contguous;"amide buffer max paints 6 4 4I 5 0
1xadenc af"nutrient Qi chezaiial discharges
4 0 5, 0 4 0
(extensiu,6discharges_ O;no"dischaages.. ,rna .p©Ints).
rou..... r discharge
�£ ]EeseaccjceIIt tlm%adiatri
0
%$ I'e11C11I1.eIIf f QODdp�alIICCeSSt i
m._ciee. trer3elted-t},fce'dent flardn rtc cents
Sq11
$�L
p�1 p 9Uf �j p ly
`e4eIICe ,lac
wetand =(,lax'e acl acentewstazids, xna� "cats fl 0
r sae smmasat
#'Yte11STCle ClIa21T1pla €_ fl,riitltra nxeander-ma ©IIItS-..,, -� } 2
Sedxuaent input fl S t} {} 2
� tCnSZTt li' (} lti4}k7 "Qg7G"or no atl2mC�1t1dt' Q1Iitt5 - ,
f e "E W& ly Of""i �II31e��);ea5 bS "d C q �
3
0,lay e,diverse
� de cetro cha fifii xan ► iv eIInn
rg2yv
2
e54mCe(Df maJE1T bad=fil llreS i
4C{£'T `.EFf}SI(#73„ {,,Ilk8t3$L?Tty_Std?�P_ban ... _ITlag`a (T]Iltu ._.;: . Fa 2
z
t �E�Otept�Y aIIt t4'7EIS�It C]FI lAanS
y y ^Y v
a vxs � zei"ate fl denszatts thrc�u ntttxa7 .ants}
3
1 T 9
Impar t bgraeW tare u h�estc�ck tea c�da�ctiaa�
l'M 4
. .s rlitdlltld "tin "dG3 - },n , tGC21L^ £#nl
Pr"esenee of rWpao�lpple�aol comipiee 'f
4 3 0 5 6 1
� zzrs x#les/tx des ar aa"S Q,well deelo ed - xiax } ;
P %07771
s " - aiTltat�COitief"y s ems'
the cxrzo halt _. yn., p_y. vyytz vyya�yrxegd,lyi�aT�it$ats 0
�.'aIIOl�'L� Arl. ls QYM�VVa .7e G �Sr di k
(�zo shadxn ire eta wa-, ,carat asxuau caua Dints} fl 0
t r #13Strat effieddedAC55 � 2
f dee ", ,enbedde 4,.,ltacesotttxe=mom
2€l Presence o stream t �erebx arte , � fl
(no erdence ";1,cctx €n4 nuinerqus' es azzts
Preseee 4 amphfl�aan €S fl 4 Ct 0
sp f'.UILIEnCP ,,C IIitl€llf} A etQQS es,_Jn`rSX f1lltt`4 r s
Presence f
V
}y(zd" - bns IIT 1 QTT�` P` C?1�lts
,ate
n£S`:m,I bIiLat },a llllC al2t e �IPAO- x
✓y^fi"�'� s,h"s�'Z�.��"�,�� cy�yfiy�v r��' rw bysx �- .or o' ,-..- � .:i" '� r r"„y.� �, 9 r5,v y-- i e
It
� thy
'w`r sy�Lsti �. 27
Z .//, ;'.
*These characteristics are not assessed in coastal streams.
2

i OFFICE USE ONLY: USACE AID# DWQ#
SCP5-Perennial Stream C
w ; STREAM QUALITY ASSESSMENT WORKSHEET �g 'F k
1.Applicant's Name: Asheville Regional Airport Authority 2.Evaluator's Name:Matt Jenkins and Paul Bright
3.Date of Evaluation: 6/12/07 4.Time of Evaluation: 2:30 pm
5.Name of Stream: UT to Broad River 6. River Basin: Broad
7. Approximate Drainage-Area: 5 acres 8. Stream Order: First
9. en«t;; of Reach �valuate�: i)_;r i }. unt.; Bimcoi��be
11. Location of reach under evaluation (include nearby roads and landmarks): Travel south on Interstate 85 (1-85) and merge onto
I-26 West via Exit 70 toward Asheville. Travel approximately 48.6 miles and take the NC-280 exit (Exit 40) toward Asheville
Regional Airport/Arden. Travel approximately 0.2 mile and turn left onto New Airport Road/NC-280. Travel approximately 0.2
mile and turn right onto General Aviation Drive. Travel approximately 0.3 mile and the site will be straight ahead.
12. Site Coordinates(if known): N35.445430,W82.540940
13.Proposed Channel Work(if any): N/A
14. Recent Weather Conditions:no rain within the past 48 hours
15. Site conditions at time of visit: sunny 80 degrees
16.Identify any special waterway classifications known: _Section 10 _Tidal Waters _Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters _Nutrient Sensitive Waters _Water Supply Watershed (I-IV)
17.Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
18.Does channel appear on USES quad map? YES NO 19.Does channel appear on USDA Soil Survey? YES NO
20.Estimated Watershed Land Use: _%Residential _%Commercial _%Industrial _%°Agricultural
60 %Forested 40 %Cleared/Logged _%Other( )
21.Bankfull Width: 1-2' 22.Bank Height(from bed to top of bank): 0-2'
23.Channel slope down center of stream: X Flat(0 to 2%) _Gentle(2 to 4%) _Modera#e(4 to 10%) _Steep(>10%)
24. Channel Sinuosity: Straight . X Occasional Bends _Frequent Meander _Very Sinuous _Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each
characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the
worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or
weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character
of a stream under review (e.g., the stream-flows from a pasture into a forest), the stream may be divided into smaller reaches that display more
continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range-between 0 and 100,with a score of
100 representing a stream of the highest quality.
Total Score (from reverse): 55 Comments:
Evaluator's Signature Date
This channel evaluation form is intended to be-used only as a guide to assist landowners and environmental professionals in
gathering the data required by the-United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change-version-05/03. To Comment,please call 919-876-8441 x 26.
1 . _

s
STREAM QUALITY ASSESSMENT WORKSHEET
SCP5 — Perennial Stream C
g c: � iQREsCC 'Pf�TIYT ��
�'�ed`mviits >launtaii�
Presence,of-4,16*/persistent pools iustream
{no floe;or"satr7ratron 0;,strop ,,flow max csuts
Evidence of past Human alterataioau
(extezrsjve.'alterajoll ors zx ax, quits 3
) .
Q 6 { 5 4
pariar zone
(no buffer.=0,.Qontiguous,;wide buffer-max.poii�ts}_
0 6 0 4 Q -5" 3
rrde*ce of nutrient of chesi cal dischargQs ; 77 7-7
(extensive discharges-0.no discharges=maxpgints)" -
�,,.�' � ti== ,.; � Groundwatet discharge.
�' no drsIiar e 0 s ssee s,wetlands,etc. max; omts) 0 ' 0 4 g 4 3
Presence of adyacent floodplain
b
m� 2
(no flood laazr a,`:etezasaVe.flood"lain= rax. outs
Enlrenchurent/floodplain access
� dee e _
2
gx esence of adjacent wetlands
{no wetlands=0,lar3'e,ad acent wetlands max. dints}• 6 4 �� 2 2
h
Channel sinuasf p 3 1
extensive channel�zatxo 0,naturaF and -rnax omts 4
..
Sedemen-uipt€t S Q
lQ 2
{extens�.v ,je osfuojiO,,little.-r.no e izznent=nrax>>'oxnts}:$
Size ;diversity of channel fled substrate
4 0 5
1 fine,-Como `eons €l,large;:dr erne �s= na .ats - -
1 Evident a of cfr�annel me�ston ar wxdeYun -
;rt {dee,_ zuctsed ,stable becl&banks uax ozTs) 4 z 5
5 4
Presence of major l3 ba 0= S fl {} 5 4
severe.erosion,:-0,,nc proston;stalilel
banks`=max ornts ;;
Root dep ond;densk o n banlrs
0� lj- 4 3
° l no vasrble roots( 0,dense roots thou hoot nr�ax cszrsts}
pmpact by agriouIture=vr.11vesloek procluchvn-
f} 5 tlry 4 S 4
t a {ststant*aivn act 0,po�edeoc . . ornts)
" Presence=ofzYftle-p©ollr ppie-pgol compleie'vl�
116
( o n$IesEr >les or oo 0;well`devlo ed=maw ',oiu �
tl—3 fi}c S t3s 6 3
f3artat comple�Ly
l7 little oni�habitat {},fry cent:uarred�labitats. may omts) d
Q 6 tI 6 5 3
18 Canopy coverage over stireambed
Wo sha ve etatton Q;cozrtinuous-,cano =mar 'otnts), 4 4' ' 4
Suhsh ate embedded�aess
cee 1. embedded © �;=4,
t} 4 2
�
' '� Presenceo�stream�nve�tebrates
eotnmon,ntuuexot es-max -oznts}
Presence of ampfubians
2
G tno evidence=0,camnan,rsumerous�; es=max Dints,
3 presence":�f fsfx
d�-* h {:no evzdenee 4,eomricon„aauwerou es dints} .
Q 2 Q-4 0 4 0
7+Gtdeace nfw ldlrleuSe ;
q 0
no=evidence 0,alundantyeuidenc max Dints."
y
y .f`
SS
*These characteristics are not assessed in coastal streams.
2

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S.Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION(JD):July 16,2007
B. DISTRICT OFFICE,FILE NAME,AND NUMBER:Asheville Regional Office
C. PROJECT LOCATION AND BACKGROUND INFORMATION:The Asheville Regional Airport Expansion site is located
adjacent to Highway 26,on existing Airport Authority property in Fletcher,North Carolina,Perennial Stream A-Upper Reach
State:NC County/parish/borough: Buncombe City: Fletcher
enter cool ciinaies or sire j i it:long in de?I'Ce decimal ;ornat): at. 3 -!b 12° 1, Luna. 82.54223° a .
: niversal Transverse i`dcrcator:
Name of nearest waterbody: French Broad River
Name of nearest Traditional Navigable Water(TNW)into which the aquatic resource flows:French Broad River
Name of watershed or Hydrologic Unit Code(HUC):06010105
Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Check if other sites(e.g.,offsite mitigation sites,disposal sites,etc...)are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION(CHECK ALL THAT APPL)):
Office(Desk)Determination. Date:June 19,2007
Field Determination. Date(s):June 13,2007
SECTION H: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There r ,navigable waters of the U.S."within Rivers and Harbors Act(RHA)jurisdiction(as defined by 33 CFR part 329)in the
review area.[Required]
Waters subject to the ebb and flow of the tide.
Waters are presently used,or have been used in the past,or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There "waters of the U.S."within Clean Water Act(CWA)jurisdiction(as defined by 33 CFR part 328)in the review area.[Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S.in review area(check all that apply): 1
TNWs,including territorial seas
Wetlands adjacent to TNWs
Relatively permanent waters (RPWs)that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
Isolated(interstate or intrastate)waters,including isolated wetlands
b. Identify(estimate)size of waters of the U.S.in the review area:
Non-wetland waters: 17461inear feet: width(ft)and/or 0.256 acres.
Wetlands:0.209 acres.
c.Limits(boundaries)of jurisdiction based on mfi, �" eaMr� 3€ixx
Elevation of established OHWM(if known):
2. Non-regulated waters/wetlands(check if applicable):3
al Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
a
Boxes checked below shall be supported by completing the appropriate sections in Section III below.
Z For purposes of this form,an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least"seasonally"
(e.g.,typically 3 months).
3 Supporting documentation is presented in Section ULF.

Z
SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW,complete
Section HI.A.1 and Section IH.D.1.only;if the aquatic resource is a wetland adjacent to a-TNW,complete Sections IH.A.1 and 2
and Section HI.D.l.;otherwise,see Section M.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNNV
Suintuarize rationale SUpporting C011CILISiOn dear N.v-etland is-'adjacL:n[":
B. CHARACTERISTICS OF TRIBUTARY(THAT IS NOT A TNW)AND ITS ADJACENT WETLANDS(IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands,if any,and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are"relatively permanent
waters"(RPWs),i.e.tributaries that typically flow year-round or have continuous flow at least seasonally(e.g.,typically 3
months).A wetland that directly Ants an RPW is also jurisdictional.If the aquatic resource is not a TNW,but has year-round
(perennial)flow,skip to Section IH.D.2.If the aquatic.resource is a wetland directly abutting a tributary with perennial flow,
skip to Section M.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation.Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial(and its adjacent wetlands if any)and a traditional navigable water,even
though a significant nexus finding is not required as a matter of law.
If the waterbody'is not an RPW,or a wetland directly abutting an RPW,a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW.If the tributary has adjacent wetlands,the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands.This significant nexus evaluation,that combines,for
analytical purposes,the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary,or its adjacent wetlands,or both.If the JD covers a tributary with adjacent wetlands,complete Section M.B.1 for
the tributary,Section IH.B.2 for any onsite wetlands,and Section IH.B.3 for all wetlands adjacent to that tributary,both onsite
and offsite.The determination whether a significant nexus exists is determined in Section M.0 below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: 1,196,800.""
Drainage area: 1.68 Eami
Average annual rainfall:38.1 inches
Average annual snowfall: 15.6 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
[I Tributary flows directly into TNW.
Z Tributary flows through I tributaries before entering TNW.
Project waters are river miles from TNW.
Project waters are river miles from RPW.
Project waters are aerial(straight)miles from TNW.
Project waters are aerial(straight)miles from RPW.
Project waters cross or serve as state boundaries.Explain:N/A.
Identify flow route to TNW5:Perennial Stream A and is met by Unimportant Intermittent Stream B,then flows through
project area to French Broad River.
4 Note that the Instructional Guidebook contains additional information regarding swales,ditches,washes,and erosional features generally and in the and
West.
5 Flow route can be described by identifying,e.g.,tributary a,which flows through the review area,to flow into tributary b,which then flows into TNW.

Tributary stream order,if known: 1.
(b) General Tributary Characteristics(check all that apply):
Tributary is: [E Natural
❑Artificial(man-made). Explain:
❑Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank(estimate):
Average width:4-5 feet
Average depth:3-4 feet
Average side slopes
Primary tributary substrate composition(check all that apply):
❑ Silts I,< Sands ❑ Concrere
❑ Cobbles i❑ Gravel. ❑ ,Auck
❑ Bedrock ❑ Vegetation. ;ype,,';X)cover:
❑ Other.Explain:
Tributary condition/stability[e.g.,highly eroding,sloughing banks]. Explain:moderate erosion and an incised channel.
Presence of run/nffle/pool com lexes. Explain:moderate riffle/pool complexes.
Tributary geometry lean"`
Tributary gradient(approximate average slope):2-4%
(c) Flow:
Tributary provides for:, fill.
Estimate average number of flow events in review area/year., '0,
Describe flow regime:
Other information on duration and volume:
Surface flow is: e Characteristics:
Subsurface flow: Explain findings: Groundwater present in channel,no rain within last 48 hours.
❑ Dye(or other)test performed:
Tributary has(check all that apply):
® Bed and banks
® OHWM6(check all indicators that apply):
❑ clear,natural line impressed on the bank ❑ the presence of litter and debris
® changes in the character of soil ❑ destruction of terrestrial vegetation
❑ shelving ❑ the presence of wrack line
® vegetation matted down,bent,or absent ❑ sediment sorting
® leaf litter disturbed or washed away ® scour
® sediment deposition ❑ multiple observed or predicted flow events
❑ water staining ❑ abrupt change in plant community
❑ other(list):
❑ Discontinuous OHWM.7 Explain:
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction(check all that apply):
High Tide Line indicated by: Mean High Water Mark indicated by:
❑ oil or scum line along shore objects ❑ survey to available datum;
❑ fine shell or debris deposits(foreshore) ❑physical markings;
❑ physical markings/characteristics ❑vegetation lines/changes in vegetation types.
❑ tidal gauges
❑ other(list):
(iii) Chemical Characteristics:
Characterize tributary(e.g.,water color is clear,discolored,oily film;water quality;general watershed characteristics,etc.).
Explain:clear water.
Identify specific pollutants,if known:
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction(e.g.,where the stream temporarily flows underground,or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime(e.g.,flow over a rock outcrop or through a culvert),the agencies will look for indicators of flow above and below the break.
7Ibid.

(iv) Biological Characteristics. Channel supports(check all that apply):
® Riparian corridor. Characteristics(type,average width):
❑ Wetland fringe. Characteristics:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas.Explain findings:
❑ Other environmentally-sensitive species. Explain findings:
❑Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
prone-ties:
V cdand size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries.Explain:
(b) General Flow Relationship with Non-TNW:
Flow is: t cs.Explain:
Surface flow is:
Characteristics:
Subsurface flow:�. Explain findings:
❑Dye(or other)test performed:
(c) Wetland Adjacency Determination with Non-TNW:
❑Directly abutting
❑Not directly abutting
❑ Discrete wetland hydrologic connection. Explain:
❑ Ecological connection. Explain:
❑ Separated by berm/barrier. Explain:
(d) Proximity(Relationship)to TNW
Project wetlands are rj "
river miles from TNW.Project waters are aerial(straight)miles from TNW.
Flow is from:; .1lisi.
Estimate approximate location of wetland as within the Ys'r� floodplain.
(ii) Chemical Characteristics:
Characterize wetland system(e.g.,water color is clear,brown,oil film on surface;water quality;general watershed
characteristics;etc.). Explain:
Identify specific pollutants,if known:
(M)Biological Characteristics. Wetland supports(check all that apply):
❑ Riparian buffer. Characteristics(type,average width):
❑ Vegetation type/percent cover. Explain:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas.Explain findings:
❑ Other environmentally-sensitive species. Explain findings:
❑Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary(if any) _
All wetland(s)being considered in the cumulative analysis >Q �'
Approximately( )acres in total are being considered in the cumulative analysis.

For each wetland,specify the following:
Directly abuts?(Y/N) Size(in acres) Directly abuts?(Y/N) Size(in acres)
Summarize overall biological,chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A :significant nexus anaivsis will assess the tiow charneteristics and functions of the iribmary itself and the funcrons performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical,physical,and biological integrity
of a TNW. For each of the following situations,a significant nexus exists if the tributary,in combination with all of its adjacent
wetlands,has more than a speculative or insubstantial effect on the chemical,physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include,but are not limited to the volume,duration,and frequency of the flow
of water in the tributary and its proximity to a TNW,and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance(e.g.between a
tributary and its adjacent wetland or between a tributary and the TNW).Similarly,the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW,as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook.Factors to consider include,for example:
® Does the tributary,in combination with its adjacent wetlands(if any),have the capacity to carry pollutants or flood waters to
TNWs,or to reduce the amount of pollutants or flood waters reaching a TNW?
® Does the tributary,in combination with its adjacent wetlands(if any),provide habitat and lifecycle support functions for fish and
other species,such as feeding,nesting,spawning,or rearing young for species that are present in the TNW?
® Does the tributary,in combination with its adjacent wetlands(if any),have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
® Does the tributary,in combination with its adjacent wetlands(if any),have other relationships to the physical,chemical,or
biological integrity of the TNW?
Note:the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below,based on the tributary itself,then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands,where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below,based on the tributary in combination with all of its
adjacent wetlands,then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW.Explain findings of
presence or absence of significant nexus below,based on the tributary in combination with all of its adjacent wetlands,then go to
Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS.THE SUBJECT WATERS/WETLANDS ARE(CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
4r TNWs: linear feet width(ft),Or, acres.
Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
01 Tributaries of TNWs where tributaries typically flow year-round are jurisdictional.Provide data and rationale indicating that
tributary is perennial:Perennial Stream A-Upper Reach flows through the middle of the project site and is 243 linear feet with
widths of 4-5 feet. Stream A exhibited groundwater flow,riffle/pool sequences,moderate sinuosity,and a strong presence of
amphibians Stream A-Upper Reach scored 49 out of a possible 100 points on the USACE Stream Quality Assesment form and
33.5 out of 70 points on the NC DWQ Stream ID form .
Ql Tributaries of TNW where tributaries have continuous flow"seasonally"(e.g.,typically three months each year)are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:

Provide estimates for jurisdictional waters in the review area(check all that apply):
Tributary waters:243 linear feet4-5width(ft).
Other non-wetland waters: acres.
Identify type(s)of waters:
3. Non-RPWss that flow directly or indirectly into TNWs.
z Waterbody that is not a TNW or an RPW,but flows directly or indirectly into a TNW,and it has a significant nexus with a
TNW is jurisdictional.Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area(check all that apply):
i ributar;waters: in°ar`eet tti i�ith ;tt).
Other 11011-Yvetlancl waters:
Identify type(s)of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2,above.Provide rationale indicating that wetland is
directly abutting an RPW:
C1 Wetlands directly abutting an RPW where tributaries typically flow"seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in Section III.D.2,above.Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an RPW,but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands,have a significant nexus with a TNW are jurisidictional.Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters,and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands,have a significant nexus with a TNW are jurisdictional.Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.9
As a general rule,the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from"waters of the U.S.,"or
Demonstrate that water meets the criteria for one of the categories presented above(1-6),or
Demonstrate that water is isolated with a nexus to commerce(see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE]WATERS,INCLUDING ISOLATED WETLANDS,THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE,INCLUDING ANY
SUCH WATERS(CHECK ALL THAT APPLY):"
E which are or could be used by interstate or foreign travelers for recreational or other purposes.
from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
E which are or could be used for industrial purposes by industries_ in interstate commerce.
Interstate isolated waters. Explain:
8See Footnote#3.
9 To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook
10 Prior to asserting or declining CWA jurisdiction based solely on this category,Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPAMemorandum Regarding CWA Act Jurisdiction Following Rapanos.

1 �
i Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area(check all that apply):
Tributary waters: linear feet width(ft).
Other non-wetland waters: acres.
Identify type(s)of waters:
❑ Wetlands: acres.
F. '40N-JLIRISDICT10N-\L','r'ATE•RS,INCL?iD1NG WETLANDS(CHECK ALL THAT APPLY):
❑: It potcmiai wedancis :were assessed within the review area, these areas did not meet the criteria in the 1987 Con es of Engincers
`Netland Delineation i\ilanual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate(or foreign)commerce.
❑ Prior to the Jan 2001 Supreme Court decision in"SWANCC,"the review area would have been regulated based solely on the
"Migratory Bird Rule"(MBR).
❑ Waters do not meet the"Significant Nexus"standard,where such a finding is required for jurisdiction. Explain:
MOther:(explain,if not covered above): .
Provide acreage estimates for non jurisdictional waters in the review area,where the sole potential basis of jurisdiction is the MBR
factors(i.e.,presence of migratory birds,presence of endangered species,use of water for irrigated agriculture),using best professional
judgment(check all that apply):
76 Non-wetland waters(i.e.,rivers,streams): linear feet width(ft).
Lakes/ponds: acres.
Other non-wetland waters: acres.List type of aquatic resource:
Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the"Significant Nexus"standard,where such
a finding is required for jurisdiction(check all that apply):
'1 Non-wetland waters(i.e.,rivers,streams): linear feet, width(ft).
10,
Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
'I Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD(check all that apply-checked items shall be included in case file and,where checked
and requested,appropriately reference sources below):
Maps,plans,plots or plat submitted by or on behalf of the applicant/consultant:
Data sheets prepared/submitted by or on behalf of the applicant/consultant.
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
Data sheets prepared by the Corps:
Corps navigable waters'study:
FER U.S.Geological Survey Hydrologic Atlas:
❑USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
U.S.Geological Survey map(s).Cite scale&quad name:Skyland,North Carolina, 1991.
USDA Natural Resources Conservation Service Soil Survey.Citation:
National wetlands inventory map(s). Cite name:
State/Local wetland inventory map(s):
FEMA/FMM maps:
100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs:❑Aerial(Name&Date):
or® Other(Name&Date):See attached report.
Previous determination(s). File no.and date of response letter.
Applicable/supporting case law:
Applicable/supporting scientific literature:
Other information(please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S.Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION(JD):July 16,2007
B. DISTRICT OFFICE,FILE NAME,AND NUMBER:Asheville Regional Office
C. PROJECT LOCATION AND BACKGROUND INFORMATION:The Asheville Regional Airport Expansion site is located
adjacent to Highway 26,on existing Airport Authority property in Fletcher,North Carolina,Perennial Stream A,Wetland AA and BB
State:NC County/parish/borough: Buncombe . City:Fletcher
cn ter coordinates of site 0avlonff,n degree decimal forma[): LLiu. :i 5.446 i 2O''l. Long. 32.542=-° `^v';
universal Transverse. /lereator:
dame of nearest waterbody: French Broad River
Name of nearest Traditional Navigable Water(TNW)into which the aquatic resource flows:French Broad River
Name of watershed or Hydrologic Unit Code(HUC): 06010105
Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Check if other sites(e.g.,offsite mitigation sites,disposal sites,etc...)are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION(CHECK ALL THAT APPLY):
Office(Desk)Determination. Date:June 19,2007
Field Determination. Date(s):June 13,2007
SECTION H: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There_. "navigable waters of the U.S."within Rivers and Harbors Act(RHA)jurisdiction(as defined by 33 CFR part 329)in the
review area. [Required]
Waters subject to the ebb and flow of the tide.
Waters are presently used,or have been used in the past,or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There "waters of the U.S."within Clean Water Act(CWA)jurisdiction(as defined by 33 CFR part 328)in the review area.[Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S.in review area(check all that apply):r
TNWs,including territorial seas
Wetlands adjacent to TNWs
Relatively permanent waters (RPWs)that flow directly or indirectly into TNWs
12 Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
LE J
, Isolated(interstate or intrastate)waters,including isolated wetlands
b. Identify(estimate)size of waters of the U.S.in the review area:
Non-wetland waters: 17461inear feet: width(ft)and/or 0.256 acres.
Wetlands: 0.209 acres.
c.Limits(boundaries)of jurisdiction based on 0D� ""
Elevation of established OHWM(if known):
2. Non-regulated waters/wetlands(check if applicable):3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
t Boxes checked below shall be supported by completing the appropriate sections in Section III below.
2 For purposes of this form,an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least"seasonally"
(e.g.,typically 3 months).
3 Supporting documentation is presented in Section M.F.

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW,complete
Section III.A.1 and Section M.D.I.only;if the aquatic resource is a wetland adjacent to a TNW,complete Sections III.A.1 and 2
and Section IH.D.1.;otherwise,see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. bVetland adjacent to TN VV
-,unutiarize rationale SLipporrin'Z coiiciusion chat wedanU is 'aL'tjacel t'
B. CHARACTERISTICS OF TRIBUTARY(THAT IS NOT A TNW)AND ITS ADJACENT WETLANDS(IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands,if any,and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are"relatively permanent
waters"(RPWs),i.e.tributaries that typically flow year-round or have continuous flow at least seasonally(e.g.,typically 3
months).A wetland that directly abuts an RPW is also jurisdictional.If the aquatic resource is not a TNW,but has year-round
(perennial)flow,sldp to Section III.D.2.If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation.Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial(and its adjacent wetlands if any)and a traditional navigable water,even
though a significant nexus finding is not required as a matter of law.
If the waterbody4 is not an RPW,or a wetland directly abutting an RPW,a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW.If the tributary has adjacent wetlands,the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands.This significant nexus evaluation that combines,for
analytical purposes,the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary,or its adjacent wetlands,or both.If the JD covers a tributary with adjacent wetlands,complete Section III.B.1 for
the tributary,Section III.B.2 for any onsite wetlands,and Section III.B.3 for all wetlands adjacent to that tributary,both onsite
and offsite.The determination whether a significant nexus exists is determined in Section III.0 below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: 1,196 800acx".a'-
Drainage area 65 as r
Average annual rainfall:38.1 inches
Average annual snowfall: 15.6 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑Tributary flows directly into TNW.
®Tributary flows through` tributaries before entering TNW.
Project waters are ) ress river miles from TNW.
Project waters are river miles from RPW.
Project waters arelois.aerial(straight)miles from TNW.
Project waters are ]i a,vas aerial(straight)miles from RPW.
Project waters cross or serve as state boundaries.Explain:N/A.
Identify flow route to TNW5:Perennial Stream A and is met by Unimportant Intermittent Stream B,then flows through
project area to French Broad River.
4 Note that the Instructional Guidebook contains additional information regarding swales,ditches,washes,and erosional features generally and in the and
West.
5 Flow route can be described by identifying,e.g.,tributary a,which flows through the review area,to flow into tributary b,which then flows into TNW.

Tributary stream order,if known: 1.
(b) General Tributary Characteristics(check all that annlv):
Tributary is: ® Natural
❑ Artificial(man-made). Explain:
❑ Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank(estimate):
Average width:4-5 feet
Average depth:3-4 feet
Average side slopes:'.
Primary tributary substrate composition(check all that apply):
Silts 17 Sands ❑ Concrete
/7< Cobbles ❑ Gravel ❑ ✓iuck
❑ Bedrock ❑ Vegetation. Type/",')cover:
❑ Other.Explain:
Tributary condition/stability[e.g.,highly eroding,sloughing banks]. Explain:moderate erosion and an incised channel.
Presence of run/riffl%pool complexes. Explain:moderate riffle/pool complexes.
Tributary geometry l � ciadan nits
Tributary gradient(approximate average slope):2-4%
(c) Flow:
Tributary provides for:a�ea`act ulvs
Estimate average number of flow events in review area/year.U R-eR
Describe flow regime:
Other information on duration and volume:
Surface flow is:>° scree. Characteristics:
Subsurface flow N. Explain findings:Groundwater present in channel,no rain within last 48 hours.
❑Dye(or other)test performed:
Tributary has(check all that apply):
® Bed and banks
® OHWM6(check all indicators that apply):
❑ clear,natural line impressed on the bank ❑ the presence of litter and debris
❑ changes in the character of soil ❑ destruction of terrestrial vegetation
❑ shelving ❑ the presence of wrack line
® vegetation matted down,bent,or absent ❑ sediment sorting
® leaf litter disturbed or washed away ® scour
® sediment deposition ❑ multiple observed or predicted flow events
❑ water staining ❑ abrupt change in plant community
❑ other(list):
❑ Discontinuous OHWM.7 Explain:
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction(check all that apply):
E, High Tide Line indicated by: fa Mean High Water Mark indicated by:
❑ oil or scum line along shore objects ❑ survey to available datum;
❑ fine shell or debris deposits(foreshore) ❑physical markings;
❑ physical markings/characteristics ❑ vegetation lines/changes in vegetation types.
❑ tidal gauges
❑ other-(list):
(iii) Chemical Characteristics:
Characterize tributary(e.g.,water color is clear,discolored,oily film;water quality;general watershed characteristics,etc.).
Explain: clear water.
Identify specific pollutants;if known:
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction(e.g.,where the stream temporarily flows underground,or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime(e.g.,flow over a rock outcrop or through a culvert),the agencies will look for indicators of.flow above and below the break.
7Ibid.

(iv) Biological Characteristics. Channel supports(check all that apply):
® Riparian corridor. Characteristics(type,average width):
❑ Wetland fringe. Characteristics:
❑ Habitat for:
❑Federally Listed species. Explain findings:
❑ Fish/spawn areas.Explain findings:
❑ Other environmentally-sensitive species. Explain findings:
❑ Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Vetltutd s zc:'J4�tiand A-0.028 acres and Wedand BB 0.009acres
Wetland type. c;:plain:Wetland AA-lierbaceous, Wetland BB-forested.
Wetland quality. Explain:natural wetlands,cleared forest area upstream.
Project wetlands cross or serve as state boundaries.Explain:
(b) General Flow Relationship with Non-TNW:
Flow is �reran a�.Explain:Wetland AA and BB directly abut Stream A.
Surface flow is:Oscar_
Characteristics:
Subsurface flow:?ffi. Explain findings: Stream A is perennial with groundwater present in channel,ground saturated to
12".
❑Dye(or other)test performed:
(c) Wetland Adjacency Determination with Non-TNW:
® Directly abutting
❑Not directly abutting
❑ Discrete wetland hydrologic connection. Explain:
❑ Ecological connection. Explain:
❑ Separated by berm/barrier. Explain:
(d) Proximity(Relationship)to TNW
Project wetlands are �Y�es river miles from TNW.
Project waters arrc ew,:roil gs aerial(straight)miles from TNW.
Flow is from e a navy ' '" e
Estimate approximate location of wetland as within thei#1lI#1- floodplain.
(ii) Chemical Characteristics:
Characterize wetland system(e.g.,water color is clear,brown,oil film on surface;water quality;general watershed
characteristics;etc.). Explain:Wetland AA is located in the central portion of the property,adjacent to Stream A and is
approximately 0.028 acre in size(Figure 1,enclosed). Dominant vegetation within this area includes silky dogwood
(Cornus amomum),Christmas fern(Polystichum acrostichoides),cinnamon fern(Osmunda cinnamomea),common rush
(Juncus effuses),and jewelweed(Impatiens capensis). This area exhibited low chroma soils(2.5Y 4/1),few prominent
mottles(5YR 4/6),drainage patterns,and saturation within the upper 12 inches of the soil profile. A Routine On-Site
Determination Form representative of Wetland AA is enclosed(DP2).
Wetland BB is located is located downstream of Perennial Stream A and Unimportant Intermittent Stream B(Figure 1,
enclosed). This forested linear wetland is approximately 0.009 acre is size. Dominant vegetation within this area
includes-red maple(Acer rubrum),ironwood(Carpinus caroliniana),hazel alder(Alnus serrulata),common rush(Juncus
effuses),and various sedges(Carex spp.). This area exhibited low chroma soils(2.5Y 4/1),few distinct mottles(5YR
4/6),drainage patterns,and saturation within the upper 12 inches of the soil profile. A Routine On-Site Determination
Form representative of Wetland BB is enclosed(DP3).A Photograph of Wetland BB is enclosed as Photographs E.
Identify specific pollutants,if known:
(iii)Biological Characteristics. Wetland supports(check all that apply):
❑ Riparian buffer. Characteristics(type,average width):
® Vegetation type/percent cover. Explain:Al1 plant species are FAC or wetter.
❑ Habitat for:
❑Federally Listed species. Explain findings:
❑Fish/spawn areas.Explain findings:
❑ Other environmentally-sensitive species. Explain findings:

❑Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary(if any)
All wetland(s)being considered in the cumulative analysis::
Approximately(0.037)acres in total are being considered in the cumulative analysis.

For each wetland,specify the following:
Directly abuts?(Y/N) Size(in acres) Directly abuts?(Y/N) Size(in acres)
Wetland AA Y 0.028 Wetland BB 0.009
Summarize overall biological,chemical and physical functions being performed:Wetland AA is located in the central
portion of the property,adjacent to Stream A and is approximately 0.028 acre in size(Figure 1,enclosed). Dominant vegetation
within this area includes silky dogwood(Comus amomum),Christmas fern(Polystichurn acrostichoides),cinnamon fern(Osmunda
cinnamomea),common rush(Juncus effuses),and jewelweed(Impatiens capensis). This area exhibited low chrorma soils(2.5Y
4/I), few prominent mottles(5YR 4/6).drainage patterns,and saturation within the upper 12 inches of the soil profile. ARoutine
On-Site Derennination Form represenrarive of':'verlana A is enclosed(DP2).
Wetland BB is located is located downstream of Perennial Stream A and Unimportant Intermittent Stream B(Figure 1,enclosed).
This forested linear wetland is approximately 0.009 acre is size. Dominant vegetation within this area includes red maple(Ater
rubrum),ironwood(Carpinus caroliniana),hazel alder(Alnus serrulata),common rush(Juncus effuses),and various sedges(Carex
spp.). This area exhibited low chroma soils(2.5Y 4/1),few distinct mottles(5YR 4/6),drainage patterns,and saturation within the
upper 12 inches of the soil profile. A Routine On-Site Determination Form representative of Wetland BB is enclosed(DP3).A
Photograph of Wetland BB is enclosed as Photographs E..
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical,physical,and biological integrity
of a TNW. For each of the following situations,a significant nexus exists if the tributary,in combination with all of its adjacent
wetlands,has more than a speculative or insubstantial effect on the chemical,physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include,but are not limited to the volume,duration,and frequency of the now
of water in the tributary and its proximity to a TNW,and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance(e.g.between a
tributary and its adjacent wetland or between a tributary and the TNW).Similarly,the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW,as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook.Factors to consider include,for example:
• Does the tributary,in combination with its adjacent wetlands(if any),have the capacity to carry pollutants or flood waters to
TNWs,or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary,in combination with its adjacent wetlands(if any),provide habitat and lifecycle support functions for fish and
other species,such as feeding,nesting,spawning,or rearing young for species that are present in the TNW?
• Does the tributary,in combination with its adjacent wetlands(if any),have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary,in combination with its adjacent wetlands(if any),have other relationships to the physical,chemical,or
biological integrity of the TNW?
Note:,the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below,based on the tributary itself,then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands,where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below,based on the tributary in combination with all of its
adjacent wetlands,then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW.Explain findings of
presence or absence of significant nexus below,based on the tributary in combination with all of its adjacent wetlands,then go to
Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS.THE SUBJECT WATERS/WETLANDS ARE(CHECK ALL
THAT APPLY):

1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width(ft),Or, acres.
l Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional.Provide data and rationale indicating that
tributary is perennial:Stream A flows through the middle portion of the property and is approximately 1,540 linear feet in
length(Figure 1,enclosed). This channel exhibited average ordinary high water widths of 4-5 feet,perennial flow,moderate
sinuosity,and substrate consisting of fine sand to small cobbles. Biological sampling of Stream A resulted in a weak presence
of crayfish and amphibians,and a weak presence ofbenthic macroinvertebrates. USACE Stream Quality Assessment scores
for Perennial Stream A ranged from 49 to 53 out of a possible 100 points and ranged from 33.5 to 36.5 out of 71 possible
points on the NCDWQ Stream Classification Form,indicating perennial status(SCP1 through SCP3,enclosed). Photographs
of Perennial Stream A are enclosed as Photographs A and B.
Tributaries of TNW svhere tributaries have continuous floNv"seasonally% (e.gy., typically three months each rear?are
jurisdictionai. Data supporting this conciusion is provided at Seezion 1H.B. Provide ratiu;utle:ndlcaLiil :hau tributary tlov.v;
seasonally:
Provide estimates for jurisdictional waters in the review area(check all that apply):
08 Tributary waters:1221 linear feet4-5width(ft).
Other non-wetland waters: acres.
Identify type(s)of waters:
3. Non-RPWs8 that flow directly or indirectly into TNWs.
Waterbody that is not a TNW or an RPW,but flows directly or indirectly into a TNW,and it has a significant nexus with a
TNW is jurisdictional.Data supporting this conclusion is provided at Section In.C.
Provide estimates for jurisdictional waters within the review area(check all that apply):
Tributary waters: linear feet width(ft).
Other non-wetland waters: acres.
Identify type(s)of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2,above.Provide rationale indicating that wetland is
directly abutting an RPW:Wetland AA is located in the central portion of the property,adjacent to Stream A and is
approximately 0.028 acre in size(Figure 1,enclosed). Dominant vegetation within this area includes silky
dogwood(Cornus amomum),Christmas fern(Polystichum acrostichoides),cinnamon fern(Osmunda
einnamomea),common rush(Juncus effuses),and jewelweed(Impatiens capensis). This area exhibited low
chroma soils(2.5Y 4/1),few prominent mottles(5YR 4/6),drainage patterns,and saturation within the upper 12
inches of the soil profile. A Routine On-Site Determination Form representative of Wetland AA is enclosed(DP2).
Wetland BB is located is located downstream of Perennial Stream A and Unimportant Intermittent Stream B
(Figure 1,enclosed). This forested linear wetland is approximately 0.009 acre is size. Dominant vegetation within
this area includes red maple(Acer rubrum),ironwood(Carpinus caroliniana),hazel alder(Alnus serrulata),
common rush(Juncus effuses),and various sedges(Carex spp.). This area exhibited low chroma soils(2.5Y 4/1),
few distinct mottles(5YR 4/6),drainage patterns,and saturation within the upper 12 inches of the soil profile. A
Routine On-Site Determination Form representative of Wetland BB is enclosed(DP3).A Photograph of Wetland
BB is enclosed as Photographs E.
Wetlands directly abutting an RPW where tributaries typically flow"seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in Section III.D.2,above.Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area:0.037acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
i Wetlands that do not directly abut an RPW,but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands,have a significant nexus with a TNW are jurisidictional.Data supporting this
conclusion is provided at Section III.C.
8See Footnote#3.

r
� 4
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters,and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands,have a significant nexus with a TNW are jurisdictional.Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.
As a general rule,the impoundment of ajurisdictional tributary remains jurisdictional.
Demonstrate that impoundment :vas created from"waters of the U.S--or
or
❑; Demonstrate that water meets the criteria for one or the categories presented above i-6i. .)r
Demonstrate that water is isolated with a nexus to commerce(see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE]WATERS,INCLUDING ISOLATED WETLANDS,THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE,INCLUDING ANY
SUCH WATERS(CHECK ALL THAT APPLY):"
which are or could be used by interstate or foreign travelers for recreational or other purposes.
❑ from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area(check all that apply):
Tributary waters: linear feet width(ft).
. Other non-wetland waters: acres.
Identify type(s)of waters:
Wetlands: acres.
F. NON-JURISDICTIONAL WATERS,INCLUDING WETLANDS(CHECK ALL THAT APPLY):
If potential wetlands were assessed within the review area,these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate(or foreign)commerce.
❑ Prior to the Jan 2001 Supreme Court decision in"SWANCC,"the review area would have been regulated based solely on the
"Migratory Bird Rule"(MBR).
Waters do not meet the"Significant Nexus"standard,where such a finding is required for jurisdiction. Explain:
Other:(explain,if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area,where the sole potential basis of jurisdiction is the MBR
factors(i.e.,presence of migratory birds,presence of endangered species,use of water for irrigated agriculture),using best professional
judgment(check all that apply):
Non-wetland waters(i.e.,rivers,streams): linear feet width(ft).
Lakes/ponds: acres.
Other non-wetland waters: acres.List type of aquatic resource:
Wetlands: acres.
Provide acreage estimates for non jurisdictional waters'in th�eview area that do not meet the"Significant Nexus"standard,where such
a finding is required for jurisdiction(check all that apply):
Non-wetland waters(i.e.,rivers,streams): linear feet, width(ft).
Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
9 To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook
to Prior to asserting or declining CWA jurisdiction based solely on this category,Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.

SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD(check all that apply-checked items shall be included in case file and,where checked
and requested,appropriately reference sources below):
Maps,plans,plots or plat submitted by or on behalf of the applicant/consultant:
Data sheets prepared/submitted by or on behalf of the applicant/consultant.
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
Data sheets prepared by the Corps:
Corps navigable waters'study:
U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 3 and i'di«it -lUC Maus.
U.S. Geological Survey rnap(s). Cite scale quad name:Skyland,North Carolina, 1991.
USDA Natural Resources Conservation Service Soil Survey. Citation:
National wetlands inventory map(s). Cite name:
State/Local wetland inventory map(s):
FEMA/FIRM maps:
100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs:❑Aerial(Name&Date):
or® Other(Name&Date):See attached report.
Previous determination(s). File no.and date of response letter:
Applicable/supporting case law:
Applicable/supporting scientific literature:
Other information(please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:

t
APPROVED JURISDICTIONAL DETERMINATION FORM
U.S.Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION(JD):July 16,2007
B. DISTRICT OFFICE,FILE NAME,AND NUMBER:Asheville Regional Office
C. PROJECT LOCATION AND BACKGROUND INFORMATION:The Asheville Regional Airport Expansion site is located
adjacent to Highway 26,on existing Airport Authority property in Fletcher,North Carolina,Perennial Stream A-Lower Reach
State:NC County/parish/borough: Buncombe City: Fletcher
Center courdinates or sits(lat:lun_>in clearee decunai Format):
Universal Transverse tilercator:
Name of nearest waterbody: French Broad River
Name of nearest Traditional Navigable Water(TNW)into which the aquatic resource flows:French Broad River
Name of watershed or Hydrologic Unit Code(HUC):06010105
Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Check if other sites(e.g.,offsite mitigation sites,disposal sites,etc...)are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION(CHECK ALL THAT APPLY):
Office(Desk)Determination. Date:June 19,2007
Field Determination. Date(s):June 13,2007
SECTION H: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There "" t "navigable waters of the U.S."within Rivers and Harbors Act(RHA)jurisdiction(as defined by 33 CFR part 329)in the
review area.[Required]
C Waters subject to the ebb and flow of the tide.
Waters are presently used,or have been used in the past,or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There x 3 ,waters of the U.S."within Clean Water Act(CWA)jurisdiction(as defined by 33 CFR part 328)in the review area.[Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S.in review area(check all that apply):3
lg TNWs,including territorial seas
a Wetlands adjacent to TNWs
Relatively permanent waters2(RPWs)that flow directly or indirectly into TNWs
10 Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
`v Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
Isolated(interstate or intrastate)waters,including isolated wetlands
b. Identify(estimate)size of waters of the U.S.in the review area:
Non-wetland waters: 17461inear feet: width(ft)and/or 0.256 acres.
Wetlands:0.209 acres.
c.Limits(boundaries)of jurisdiction based on ?'987 ehhu ' 1lhauual
Elevation of established OHWM(if known):
2. Non-regulated waters/wetlands(check if applicable):3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
1 Boxes checked below shall be supported by completing the appropriate sections in Section III below.
Z For purposes of this form,an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least"seasonally"
(e.g.,typically 3 months).
3 Supporting documentation is presented in Section III.F.

' 1 �
SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource N a TNW,complete
Section HI.A.1 and Section M.D.I.only;if the aquatic resource is a wetland adjacent to a TNW,complete Sections III.A.1 and 2
and Section III.D.I.; otherwise,see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to Ti I/V
Summarize rationale su,porung u>nciusion duti t,re[lauul is '`ujacent
B. CHARACTERISTICS OF TRIBUTARY(THAT IS NOT A TNW)AND ITS ADJACENT WETLANDS(IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands,if any,and it helps
determine whether or not the standards for jurisdiction established underRapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are"relatively permanent
waters"(RPWs),i.e.tributaries that typically flow year-round or have continuous flow at least seasonally(e.g.,typically 3
months).A wetland that directly abuts an RPW is also jurisdictional.If the aquatic resource is not a TNW,but has year-round
(perennial)flow,skip to Section III.D.2.If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section IH.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation.Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial(and its adjacent wetlands if any)and a traditional navigable water,even
though a significant nexus finding is not required as a matter of law.
If the waterbody4 is not an RPW,or a wetland directly abutting an RPW,a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW.If the tributary has adjacent wetlands,the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands.This significant nexus evaluation that combines,for
analytical purposes,the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary,or its adjacent wetlands,or both.If the JD covers a tributary with adjacent wetlands,complete Section III.B.1 for
the tributary,Section IH.B.2 for any onsite wetlands,and Section III.B.3 for all wetlands adjacent to that tributary,both onsite
and offsite.The determination whether a significant nexus exists is determined in Section IH.0 below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: 1,196 80
Drainage area: 1.68
Average annual rainfall:38.1 inches
Average annual snowfall: 15.6 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑Tributary flows directly into TNW.
®Tributary flows through tributaries before entering TNW.
Project waters are river miles from TNW.
Project waters are 32�less river miles from RPW.
Project waters are (ror ies aerial(straight)miles from TNW.
Project waters are n, >es aerial(straight)miles from RPW.
Project waters cross or serve as state boundaries.Explain:N/A.
Identify flow route to TNW5:Perennial Stream A and is met by Unimportant Intermittent Stream B,then flows through
project area to French Broad River.
4 Note that the Instructional Guidebook contains additional information regarding swales,ditches,washes,and erosional features generally and in the and
West.
5 Flow route can be described by identifying,e.g.,tributary a,which flows through the review-area,to flow into tributary b,which then flows into TNW.

Tributary stream order,if known:2.
(b) General Tributary Characteristics(check all that apply):
Tributary is: ®Natural
❑Artificial(man-made). Explain:
❑ Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank(estimate):
Average width:4-5 feet
Average depth:3-4 feet
Average side slopes:
Primary tributary substrate composition(check all that apply):
❑ Silts Sands ❑ Concrete
coi�i�ies ❑ Gravel ❑ Viuck
❑ Bedrock ❑ Vegetation. Type,,°„cover:
❑ Other.Explain:
Tributary condition/stability[e.g.,highly eroding,sloughing banks]. Explain:moderate erosion and an incised channel.
Presence of runhiftle/ ol complexes. Explain:moderate riffle/pool complexes.
Tributary geometry
Tributary gradient(approximate average slope):2-4%
(c) Flow:
Tributary provides foreasana
Estimate average number of flow events in review area/year:
Describe flow regime:
Other information on duration and volume:
Surface flow is:_ xsc :;` Characteristics:
Subsurface flow: ,, J. Explain findings:Groundwater present in channel,no rain within last 48 hours.
❑Dye(or other)test performed:
Tributary has(check all that apply):
® Bed and banks
® OHWM6(check all indicators that apply):
❑ clear,natural line impressed on the bank ❑ the presence of litter and debris
❑ changes in the character of soil ❑ destruction of terrestrial vegetation
❑ shelving ❑ the presence of wrack line
® vegetation matted down,bent,or absent ❑ sediment sorting
® leaf litter disturbed or washed away ® scour
® sediment deposition ❑ multiple observed or predicted flow events
❑ water staining ❑ abrupt change in plant community
❑ other(list):
❑ Discontinuous OHWM.' Explain:
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction(check all that apply):
❑ High Tide Line indicated by: M Mean High Water Mark indicated by:
❑ oil or scum line along shore objects ❑ survey to available datum;
❑ fine shell or debris deposits(foreshore) ❑physical markings;
❑ physical markings/characteristics ❑ vegetation lines/changes in vegetation types.
❑ tidal gauges
❑ other(list):
(M) Chemical Characteristics:
Characterize tributary(e.g.,water color is clear,discolored,oily film;water quality;general watershed characteristics,etc.).
Explain:clear water.
Identify specific pollutants,if known:
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction(e.g.,where the stream temporarily flows underground,or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime(e.g.,flow over a rock outcrop or through a culvert),the agencies will look for indicators of flow above and below the break.
'Ibid.

(iv) Biological Characteristics. Channel supports(check all that apply):
Z Riparian corridor. Characteristics(type,average width):
El Wetland fringe. Characteristics:
Habitat for:
0 Federally Listed species. Explain findings:
El Fish/spawn areas.Explain findings:
❑ Other environmentally-sensitive species. Explain findings:
Aquatic/wildlife diversity. Explain findings:weak presence of crayfish and amphibians,and a weak presence of
benthic macroinvertebrates.
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
-1) General Wetland Characteristics:
properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries.Explain:
(b) General Flow Relationship with Non-TNW:
Flow is: Explain:
Surface flow is:
Characteristics:
Subsurface flow: Explain findings:
El Dye(or other)test performed:
(c) Wetland Adjacency Determination with Non-TNW:
0 Directly abutting
E]Not directly abutting
E] Discrete wetland hydrologic connection. Explain:
❑ Ecological connection. Explain:
❑ Separated by berm/barrier. Explain:
(d) Proximity(Relationship)to TNW
Project wetlands are river miles from TNW.
Project waters areaerial(straight)miles from TNW.
Z
Flow is from:
Estimate approximate location of wetland as within the floodplain.
(ii) Chemical Characteristics:
Characterize wetland system(e.g.,water color is clear,brown,oil film on surface;water quality;general watershed
characteristics;etc.). Explain:
Identify specific pollutants,if known:
(W)Biological Characteristics. Wetland supports(check all that apply):
0 Riparian buffer. Characteristics(type,average width):
E] Vegetation type/percent cover. Explain:
❑ Habitat for:
F1 Federally Listed species. Explain findings:
El Fish/spawn areas.Explain findings:
0 Other environmentally-sensitive species. Explain findings:
E]Aquatic/wildlife diversity. Explain findings;
3. Characteristics of all wetlands adjacent to the tributary(if any),
All wetland(s)being considered in the cumulative analysis:
Approximately acres in total are being considered in the cumulative analysis.

For each wetland,specify the following:
Directly abuts?(Y/N) Size(in acres) Directly abuts?(Y/N) Size(in acres)
Summarize overall biological,chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
significant nexus unaiysis will assess the now characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical,physical,and biological integrity
of a TNW. For each of the following situations,a significant nexus exists if the tributary,in combination with all of its adjacent
wetlands,has more than a speculative or insubstantial effect on the chemical,physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include,but are not limited to the volume,duration,and frequency of the flow
of water in the tributary and its proximity to a TNW,and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance(e.g.between a
tributary and its adjacent wetland or between a tributary and the TNW).Similarly,the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW,as.identified in theRapanos Guidance and
discussed in the Instructional Guidebook.Factors to consider include,for example:
• Does the tributary,in combination with its adjacent wetlands(if any),have the capacity to carry pollutants or flood waters to
TNWs,or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary,in combination with its adjacent wetlands(if any),provide habitat and lifecycle support functions for fish and
other species,such as feeding,nesting,spawning,or rearing young for species that are present in the TNW?
• Does the tributary,in combination with its adjacent wetlands(if any),have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
e Does the tributary,in combination with its adjacent wetlands(if any),have other relationships to the physical,chemical,or
biological integrity of the TNW?
Note:the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below,based on the tributary itself,then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands,where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below,based on the tributary in combination with all of its
adjacent wetlands,then go to Section 1II.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW.Explain findings of
presence or absence of significant nexus below,based on the tributary in combination with all of its adjacent wetlands,then go to
Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS.THE SUBJECT WATERS/WETLANDS ARE(CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width(11),Or, acres.
�j Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional.Provide data and rationale indicating that
tributary is perennial:Stream A flows through the middle portion of the property and is approximately 1,540 linear feet in
length(Figure 1,enclosed). This channel exhibited average ordinary high water widths of 4-5 feet,perennial flow,moderate
sinuosity,and substrate consisting of fine sand to small cobbles. Biological sampling of Stream A resulted in a weak presence
of crayfish and amphibians,and a weak presence of benthic macroinvertebrates. USACE Stream Quality Assessment scores
for Perennial Stream A ranged from 49 to 53 out of a possible 100 points and ranged from 33.5 to 36.5 out of 71 possible
points on the NCDWQ Stream Classification Form,indicating perennial status.(SCPI through SCP3,enclosed). Photographs
of Perennial Stream A are enclosed as Photographs A and B.

Tributaries of TNW where tributaries have continuous flow"seasonally"(e.g.,typically three months each year)are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area.(check all that apply):
Tributary waters:190 linear feet4-5width(ft).
E° Other non-wetland waters: acres.
Identify type(s)of waters:
3. Non-RPWss that flow directly or indirectly into TNWs.
Waterbody that is not a TNW or an RPW,but flows directly or indirectly into a TNW,and it has a significant nexus with a
TN�A'is Jurisdictional. Data supporting this concusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area(check all that apply):
Tributary waters: linear feet width(ft).
Other non-wetland waters: acres.
Identify type(s)of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2,above.Provide rationale indicating that wetland is
directly abutting an RPW:
Wetlands directly abutting an RPW where tributaries typically flow"seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in Section III.D.2,above.Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an RPW,but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands,have a significant nexus with a TNW are jurisidictional.Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
a3 r Wetlands adjacent to such waters,and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands,have a significant nexus with a TNW are jurisdictional.Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.
As a general rule,the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from"waters of the U.S.,"or
Demonstrate that water meets the criteria for one of the categories presented above(1-6),or
Demonstrate that water is isolated with a nexus to commerce(see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE]WATERS,INCLUDING ISOLATED WETLANDS,THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE,INCLUDING ANY
SUCH WATERS(CHECK ALL THAT APPLY):lo
which are or could be used by interstate or foreign travelers for recreational or other purposes.
8See Footnote#3.
9 To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook
ro Prior to asserting or declining CWA jurisdiction based solely on this category,Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.

from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
,01 which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area(check all that apply):
Tributary waters: linear feet width(ft).
❑ Other non-wetland waters: acres.
Identify type(s)of waters:
Wetlands: acres.
F. NON-JURISDICTIONAL WATERS,INCLUDING WETLANDS(CHECK ALL THAT APPLY):
0If potential wetlands were assessed within the review area,these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
QReview area included isolated waters with no substantial nexus to interstate(or foreign)commerce.
❑ Prior to the Jan 2001.Supreme Court decision in"SWANCC,"the review area would have been regulated based solely on the
"Migratory Bird Rule"(MBR).
Waters do not meet the"Significant Nexus"standard,where such a finding is required for jurisdiction. Explain:
Other:(explain,if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area,where the sole potential basis of jurisdiction is the MBR
factors(i.e.,presence of migratory birds,presence of endangered species,use of water for irrigated agriculture),using best professional
judgment(check all that apply):
Non-wetland waters(i.e.,rivers,streams): linear feet width(ft).
Lakes/ponds: acres.
Other non-wetland waters: acres.List type of aquatic resource:
t:1 Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the"Significant Nexus"standard,where such
a finding is required for jurisdiction(check all that apply):
Non-wetland waters(i.e.,rivers,streams): linear feet, width(ft).
11, Lakes/ponds: acres.
04 Other non-wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD(check all that apply-checked items shall be included in case file and,where checked
and requested,appropriately reference sources below):
Maps,plans,plots or plat submitted by or on behalf of the applicant/consultant:
Data sheets prepared/submitted by or on behalf of the applicant/consultant.
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
Data sheets prepared by the Corps:
Corps navigable waters'study:
U.S.Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
U.S.Geological Survey map(s).Cite scale&quad name:Skyland,North Carolina, 1991.
USDA Natural Resources Conservation Service Soil Survey.Citation:
T National wetlands inventory map(s). Cite name:
State/Local wetland inventory map(s):
FEMA/FIRM maps:
100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs:❑Aerial(Name&Date):
or® Other(Name&Date):See attached report.
Previous determination(s). File no.and date of response letter:
N Applicable/supporting case law:
Applicable/supporting scientific literature:
Other information(please specify):

o .
APPROVED JURISDICTIONAL DETERMINATION FORM
U.S.Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION(JD):July 16,2007
B. DISTRICT OFFICE,FILE NAME,AND NUMBER:Asheville Regional Office
C. PROJECT LOCATION AND BACKGROUND INFORMATION:The Asheville Regional Airport Expansion site is located
adjacent to Highway 26,on existing Airport Authority property in Fletcher,North Carolina,Unimportant Intermittent Stream B
State:NC County/parish/borough: Buncombe City: Fletcher
Center coordinates or site i laulong in degree decimal format": Lai. -1461 °l`f, Lomz. 32.54223° 'Y.
Universal Transverse 4lercator:
Name of nearest waterbody: French Broad River
Naive of nearest Traditional Navigable Water(TNW)into which the aquatic resource flows:French Broad River
Name of watershed or Hydrologic Unit Code(HUC):06010105
Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Check if other sites(e.g.,offsite mitigation sites,disposal sites,etc...)are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION(CHECK ALL THAT APPLY):
Office(Desk)Determination. Date:June 19,2007
Field Determination. Date(s):June 13,2007
SECTION H: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There, "navigable waters of the U.S."within Rivers and Harbors Act(RHA)jurisdiction(as defined by 33 CFR part 329)in the
review area.[Required]
Waters subject to the ebb and flow of the tide.
Waters are presently used,or have been used in the past,or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There.- "waters of the U.S."within Clean Water Act(CWA)jurisdiction(as defined by 33 CFR part 328)in the review area.[Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S.in review area(check all that apply): t
TNWs,including territorial seas
' Wetlands adjacent to TNWs
Relatively permanent waters 2.(RPWs)that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
Isolated(interstate or intrastate)waters,including isolated wetlands
b. Identify(estimate)size of waters of the U.S.in the review area:
Non-wetland waters: 17461inear feet: width(ft)and/or 0.256 acres.
Wetlands:0.209 acres.
c.Limits(boundaries)of jurisdiction based on t1 �D IS
Elevation of established OHWM(if known):
2. Non-regulated waters/wetlands(check if applicable):3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
I Boxes checked below shall be supported by completing the appropriate sections in Section III below.
2 For purposes of this form,an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least"seasonally"
(e.g.,typically 3 months).
3 Supporting documentation is presented in Section III.F.

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW,complete
Section III.A.1 and Section III.D.1.only;if the aquatic resource is a wetland adjacent to a TNW,complete Sections III.A.1 and 2
and Section 1H.D.1.;otherwise,see Section IH.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. 'Wetland adjacent to TNW
Summarize rationaie supporring,conClusicn that wetland is--adjacent-:
B. CHARACTERISTICS OF TRIBUTARY(THAT IS NOT A TNW)AND ITS ADJACENT WETLANDS(IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands,if any,and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are"relatively permanent
waters"(RPWs),i.e.tributaries that typically flow year-round or have continuous flow at least seasonally(e.g.,typically 3
months).A wetland that directly abuts an RPW is also jurisdictional.If the aquatic resource is not a TNW,but has year-round
(perennial)flow,skip to Section HI.D:2.If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation.Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial(and its adjacent wetlands if any)and a traditional navigable water,even
though a significant nexus finding is not required as a matter of law.
If the waterbody°is not an RPW,or a wetland directly abutting an RPW,a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW.If the tributary has adjacent wetlands,the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands.This significant nexus evaluation that combines,for
analytical purposes,the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary,or its adjacent wetlands,or both.If the JD covers a tributary with adjacent wetlands,complete Section IH.B.1 for
the tributary,Section HLB.2 for any onsite wetlands,and Section III.B.3 for all wetlands adjacent to that tributary,both onsite
and offsite.The determination whether a significant nexus exists is determined in Section III.0 below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(1) General Area Conditions:
Watershed size: 1,196 80Qa
Drainage area: MAW
Average annual rainfall:3 8.1 inches
Average annual snowfall: 15.6 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑Tributary flows directly into TNW.
®Tributary flows through tributaries before entering TNW.
Project waters are t7
MIT"ore river miles from TNW.
Project waters are �orIss e )river miles from RPW.
,171
Project waters are �or1 aerial(straight)miles from TNW.
Project waters are ask aerial(straight)miles from RPW.
Project waters cross or serve as state boundaries.Explain:N/A.
Identify flow route to TNWS:Unimportant Intermittent Stream B flows into Stream A then into French Broad River.
Tributary stream order,if Imown: 1.
°Note that the Instructional Guidebook contains additional information regarding swales,ditches,washes,and erosional features generally and in the and
West.
5 Flow route can be described by identifying,e.g.,tributary a,which flows through the review area,to flow into tributary b,which then flows into TNW.

(b) General Tributary Characteristics(check all that anplv):
Tributary is: ®Natural
❑Artificial(man-made). Explain:
❑ Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank(estimate):
Average width:4-5 feet
Average depth:3-4 feet
Average side slopes At
Primary tributary substrate composition(check all that apply):
® Silts ❑ Sands ❑ Concrete
❑ Cobbles ❑ Gravel ❑ duck
r,
BedrockU Vegetation. i yne;'X,,uver:
❑ Other. Explain:
Tributary condition/stability[e.g.,highly eroding,sloughing banks]. Explain:moderate erosion and an incised channel.
Presence of run/riffle/pool complexes. Explain:weak riffle/pool complexes.
Tributary geometry K
Tributary gradient(approximate average slope):2-4%
(c) Flow:
Tributary provides for Int�rmz�enbi�ot�sQa ��:;.
Estimate average number of flow events in review area/year-,
Describe flow regime:
Other information on duration and volume:
Surface flow is:- aati+ . Characteristics:
Subsurface flow:W. Explain findings:Weak presence of groundwater flow.
❑ Dye(or other)test performed:
Tributary has(check all that apply):
® Bed and banks
❑ OHWM6(check all indicators that apply):
❑ clear,natural line impressed on the bank ® the presence of litter and debris
❑ changes in the character of soil ❑ destruction of terrestrial vegetation
❑ shelving ❑ the presence of wrack line
❑ vegetation matted down,bent,or absent ❑ sediment sorting
❑ leaf litter disturbed or washed away ❑ scour
❑ sediment deposition ❑ multiple observed or predicted flow events
❑ water staining ❑ abrupt change in plant community
❑ other(list):
❑Discontinuous OHWM.7 Explain:
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction(check all that apply):
High Tide Line indicated by: Mean High Water Mark indicated by:
❑ oil or scum line along shore objects ❑ survey to available datum;
❑ fine shell or debris deposits(foreshore) ❑physical markings;
❑ physical markings/characteristics ❑ vegetation lines/changes in vegetation types.
❑ tidal gauges
❑ other(list):
(iii) Chemical Characteristics:
Characterize tributary(e.g.,water color is clear,discolored,oily film;water quality;general watershed characteristics,etc.).
Explain:no water in channel.
Identify specific pollutants;if known:
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction(e.g.,where the stream temporarily flows underground,or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime(e.g.,flow over a rock outcrop or through a culvert),the agencies will look for indicators of flow above and below the break.
'Ibid.

(iv) Biological Characteristics. Channel supports(check all that apply):
® Riparian corridor. Characteristics(type,average width):
❑ Wetland fringe. Characteristics:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas.Explain findings:
❑ Other environmentally-sensitive species. Explain findings:
❑ Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
�vix Hand size: Ueres
;Nedand type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries.Explain:
(b) General Flow Relationship with Non-TNW:
Flow is:MOW.Explain:
Surface flow is:MM
Characteristics:
Subsurface flow:RL k. Explain findings:
❑ Dye(or other)test performed:
(c) Wetland Adjacency Determination with Non-TNW:
❑ Directly abutting
❑Not directly abutting
❑ Discrete wetland hydrologic connection. Explain:
❑ Ecological connection. Explain:
❑ Separated by berm/barrier. Explain:
(d) Proximity(Relationship)to TNW
Project wetlands are river miles from TNW.
Project waters are c'V erial(straight)miles from TNW.
Flow is from.P( IT .
Estimate approximate location of wetland as within the floodplain.
(ii) Chemical Characteristics:
Characterize wetland system(e.g.,water color is clear,brown,oil film on surface;water quality;general watershed
characteristics;etc.). Explain:
Identify specific pollutants,if known:
(iii)Biological Characteristics. Wetland supports(check all that apply):
❑ Riparian buffer. Characteristics(type,average width):
❑ Vegetation type/percent cover. Explain:
❑ Habitat for:
❑Federally Listed species. Explain findings:
❑Fish/spawn areas.Explain findings:
❑ Other environmentally-sensitive species. Explain findings:
❑Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary(if any)
All wetland(s)being considered in the cumulative analysis
Approximately( )acres in total are being considered in the cumulative analysis.

For each wetland,specify the following:
Directly abuts?(Y/N) Size(in acres) Directly abuts?(Y/N) Size(in acres)
Summarize overall biological,chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis avail:assess the fiow characterisdes and functions of the tributary itself and the funedons performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical,physical,and biological integrity
of a TNW. For each of the following situations,a significant nexus exists if the tributary,in combination with all of its.adjacent
wetlands,has more than a speculative or insubstantial effect on the chemical,physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include,but are not limited to the volume,duration,and frequency of the now
of water in the tributary and its proximity to a TNW,and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance(e.g.between a
tributary and its adjacent wetland or between a tributary and the TNW).Similarly,the fact an adjacent wetland lies within or
outside of a floodplain,is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW,as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook.Factors to consider include,for example:
• Does the tributary,in combination with its adjacent wetlands(if any),have the capacity to carry pollutants or flood waters to
TNWs,or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary,in combination with its adjacent wetlands(if any),provide habitat and lifecycle support functions for fish and
other species,such as feeding,nesting,spawning,or rearing young for species that are present in the TNW?
• Does the tributary,in combination with its adjacent wetlands(if any),have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary,in combination with its adjacent wetlands(if any),have other relationships to the physical,chemical,or
biological integrity of the TNW?
Note:the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below,based on the tributary itself,then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands,where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below,based on the tributary in combination with all of its
adjacent wetlands,then go to Section III.D:
3. Significant nexus.findings for wetlands adjacent to an RPW but that do not directly abut the RPW.Explain findings of
presence or absence of significant nexus below,based on the tributary in combination with all of its adjacent wetlands,then go to
SectionIII.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS.THE SUBJECT WATERS/WETLANDS ARE(CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width(ft),Or, acres.
Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
m? Tributaries of TNWs where tributaries typically flow year-round are jurisdictional.Provide data and rationale indicating that
tributary is perennial:
Tributaries of TNW where tributaries have continuous flow"seasonally"(e.g.,typically three months each year)are jurisdictional. Data
supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows seasonally:Stream B flows north and
is approximately 92 linear feet in length(Figure 1,enclosed). This channel exhibited average ordinary high water widths of 3-4 feet,weak
ground water flow,and substrate consisting of silt to large gravel. Unimportant Intermittent Stream B scored 27 out of a possible 100 points
on the USACE Stream Quality Assessment Form and 23.5 out of 71 possible points on the NCDWQ Stream Classification Form,indicating
intermittent status(SCP4,enclosed). A photograph of Unimportant Intermittent Stream B is enclosed as Photograph G.

Provide estimates for jurisdictional waters in the review area(check all that apply):
Tributary waters:921inear feet3-4width(ft).
Other non-wetland waters: acres.
Identify type(s)of waters:
3. Non-RPWs8 that flow directly or indirectly into TNWs.
Waterbody that is not a TNW or an RPW,but flows directly or indirectly into a TNW,and it has a significant nexus with a
TNW is jurisdictional.Data supporting this conclusion is provided at Section III.C.
Provide estimates ft;rjurisdictional waters•.Nithin the re, iew area(check-all that apply):
Tributary waters: linear reef width i'tt).
Other non-wetland waters: acres.
............ _
Identify type(s)of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2,above.Provide rationale indicating that wetland is
directly abutting an RPW:
Wetlands directly abutting an RPW where tributaries typically flow"seasonally." Provide data indicating that tributary is
seasonal in Section IH.B and rationale in Section III.D.2,above.Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an RPW,but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands,have a significant nexus with a TNW are jurisidictional.Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Eli Wetlands adjacent to such waters,and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands,have a significant nexus with a TNW are jurisdictional.Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.
As a general rule,the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from"waters of the U.S.,"or
Demonstrate that water meets the criteria for one of the categories presented above(1-6),or
Demonstrate that water is isolated with a nexus to commerce(see E below).
E. ISOLATED[INTERSTATE OR INTRA-STATE]WATERS,INCLUDING ISOLATED WETLANDS,THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE,INCLUDING ANY
SUCH WATERS(CHECK ALL THAT APPLY):10
which are or could be used by interstate or foreign travelers for recreational or other purposes.
from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
which are or could be used for industrial purposes by industries in interstate commerce.
8See Footnote#3.
9 To complete the analysis refer to the key in Section M.D.6 of the Instructional Guidebook.
10 Prior to asserting or declining CWA jurisdiction based solely on this category,Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA AYfemorandum Regarding CWA Act Jurisdiction Following Rapanos.

...........
Interstate isolated waters. Explain:
MOther factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area(check all that apply):
Tributary waters: linear feet width(ft).
Other non-wetland waters: acres.
Identify type(s)of waters:
Wetlands: acres.
�'40N-jURISDICTIOCiAL 'kTE;?S, li'4CLUDING WETLANDS (CHECX ILL THAT APPLY):
If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate(or foreign)commerce.
❑ Prior to the Jan 2001 Supreme Court decision in"SWANCC,"the review area would have been regulated based 12!!LIY on the
"Migratory Bird Rule"(MBR).
Waters do not meet the"Significant Nexus"standard,where such a finding is required for jurisdiction. Explain:
Other:(explain,if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area,where the sole potential basis of jurisdiction is the MBR
factors(i.e.,presence of migratory birds,presence of endangered species,use of water for irrigated agriculture),using best professional
judgment(check all that apply):
Non-wetland waters(i.e.,rivers,streams): linear feet width(ft).
Lakes/ponds: acres.
Other non-wetland waters: acres.List type of aquatic resource:
Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the"Significant Nexus"standard,where such
a finding is required for jurisdiction(check all that apply):
Non-wetland waters(i.e.,rivers,streams): linear feet, width(ft).
Lakes/ponds: acres.
ZOther non-wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD(check all that apply-checked items shall be included in case file and,where checked
and requested,appropriately reference sources below):
Maps,plans,plots or plat submitted by or on behalf of the applicant/consultant:
Data sheets prepared/submitted by or on behalf of the applicant/consultant.
Z Office concurs with data sheets/delineation report.
F-1 Office does not concur with data sheets/delineation report.
Data sheets prepared by the Corps:
Corps navigable waters'study:
U.S.Geological Survey Hydrologic Atlas:
❑USGS NHD data.
F1 USGS 8 and 12 digit HUC maps.
U.S.Geological Survey map(s). Cite scale&quad name:Skyland,North Carolina, 1991.
USDA Natural Resources Conservation Service Soil Survey.Citation:
National wetlands inventory map(s). Cite name:
State/Local wetland inventory map(s):
FEMA/FIRM maps:
1 00-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs:❑Aerial(Name&Date):
or ED Other(Name&Date):See attached report.
Previous determination(s). File no.and date of response letter:
Applicable/supporting case law:
Applicable/supporting scientific literature:
Other information(please specify):

0
APPROVED JURISDICTIONAL DETERMINATION FORM
U.S.Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION(JD):July 16,2007
B. DISTRICT OFFICE,FILE NAME,AND NUMBER:Asheville Regional Office
C. PROJECT LOCATION AND BACKGROUND INFORMATION:The Asheville Regional Airport Expansion site is located
adjacent to Highway 26,on existing Airport Authority property in Fletcher,North Carolina,Perennial Stream C and Wetland CC
State:NC County/parislvborough:Buncombe City: Fletcher
enter coordinate:;or ite(ia`v",on,in degree iecimalrormat): !tit. �T61=° , Lon«. 3=.J '2 ° W.
Universal T ransvetse vtercator:
Name of nearest waterbody: French Broad River
Name of nearest Traditional Navigable Water(TNW)into which the aquatic resource flows:French Broad River
Name of watershed or Hydrologic Unit Code(HUC):06010105
Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Check if other sites(e.g.,offsite mitigation sites,disposal sites,etc...)are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION(CHECK ALL THAT APPLY):
Office(Desk)Determination. Date:June 19,2007
Field Determination. Date(s):June 13,2007
SECTION H: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Arertl "navigable waters of the U.S."within Rivers and Harbors Act(RHA)jurisdiction(as defined by 33 CFR part 329)in the
review area.[Required]
Waters subject to the ebb and flow of the tide.
Waters are presently used,or have been used in the past,or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There "waters of the U.S."within Clean Water Act(CWA)jurisdiction(as defined by 33 CFR part 328)in the review area.[Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S.in review area(check all that apply):t
TNWs,including territorial seas
Wetlands adjacent to TNWs
Relatively permanent waterS2(RPWs)that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
,M Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
Isolated(interstate or intrastate)waters,including isolated wetlands
b. Identify(estimate)size of waters of the U.S.in the review area:
Non-wetland waters: 17461inear feet: width(ft)and/or 0.256 acres.
Wetlands:0.209 acres.
c.Limits(boundaries)of jurisdiction based on: om
Elevation of established OHWM(if known):
2. Non-regulated waters/wetlands(check if applicable):3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
1 Boxes checked below shall be supported by completing the appropriate sections in Section III below.
2 For purposes of this form,an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least"seasonally"
(e.g.,typically 3 months).
3 Supporting documentation is presented in Section III.F.

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW,complete
Section HI.A.1 and Section M.D.I.only;if the aquatic resource is a wetland adjacent to a TNW,complete Sections III.A.1 and 2
and Section III.D.1.;otherwise,see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting detennination:
2. Wetland adjacent to TNW
Summarize rationale supporting_Conclusion-hat v:xedand is--adjacent:
B. CHARACTERISTICS OF TRIBUTARY(THAT IS NOT A TNW)AND ITS ADJACENT WETLANDS(IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands,if any,and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are"relatively permanent
waters"(RPWs),i.e.tributaries that typically flow year-round or have continuous flow at least seasonally(e.g.,typically 3
months).A wetland that directly abuts an RPW is also jurisdictional.If the aquatic resource is not a TNW,but has year-round
(perennial)flow,skip to Section IH.D.2.If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation.Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial(and its adjacent wetlands if any)and a traditional navigable water,even
though a significant nexus fording is not required as a matter of law.
If the waterbody4 is not an RPW,or a wetland directly abutting an RPW,a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW.If the tributary has adjacent wetlands,the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands.This significant nexus evaluation that combines,for
analytical purposes,the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary,or its adjacent wetlands,or both.If the JD covers a tributary with adjacent wetlands,complete Section HI.B.1 for
the tributary,Section III.B.2 for any onsite wetlands,and Section HI.B.3 for all wetlands adjacent to that tributary,both onsite
and offsite.The determination whether a significant nexus exists is determined in Section HI.0 below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: 1,196,800:":56
Drainage area 1.68 IM""
Average annual rainfall:38.1 inches
Average annual snowfall: 15.6 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑Tributary flows directly into TNW.
®Tributary flows through iA tributaries before entering TNW.
Project waters are r�- ess! river miles from TNW.
�?,
Project waters are {ox less river miles from RPW.
Project waters are 161 aerial(straight)miles from TNW.
VMN
Project waters are 2 aerial(straight)miles from RPW.
Project waters cross or serve as state boundaries.Explain:N/A.
Identify flow route to TNW5:Perenniai Stream C meets Perennial Stream A and then flows into French Broad River.
Tributary stream order,if known: 1.
4 Note that the Instructional Guidebook contains additional information regarding swales,ditches,washes,and erosional features generally and in the and
West.
5 Flow route can be described by identifying,e.g.,tributary a,which flows through the review area,to flow into tributary b,which then flows into TNW.

(b) General Tributary Characteristics(check all that apply):
Tributary is: ®Natural
❑Artificial(man-made). Explain:
❑Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank(estimate):
Average width:4-5 feet
Average depth:3-4 feet
Average side slopes:a
Primary tributary substrate composition(check all that apply):
® Silts ❑ Sands ❑ Concrete
Cobbles ® Gravel ❑ yluck
F] Bedrock ❑ Vegetation. i n_e;q:o cw,cr:
❑ Other. Explain:
Tributary condition/stability[e.g.,highly eroding,sloughing banks]. Explain:moderate erosion and an incised channel.
Presence of run/riffle/pool complexes. Explain:moderate riffle/pool complexes.
Tributary geometry R1 tzra
Tributary.gradient(approximate average slope): 0-2%
(c) Flow:
Tributary provides for m a:;
Estimate average number of flow events in review area/year
Describe flow regime:
Other information on duration and volume:
Surface flow is: zsq . Characteristics:
Subsurface flow:0, . Explain findings:Groundwater present in channel,no rain within last 48 hours.
❑ Dye(or other)test performed:
Tributary has(check all that apply):
® Bed and banks
® OHWM6(check all indicators that apply):
❑ clear,natural line impressed on the bank ❑ the presence of litter and debris
❑ changes in the character of soil ❑ destruction of terrestrial vegetation
❑ shelving ❑ the presence of wrack line
® vegetation matted down,bent,or absent ❑ sediment sorting
® leaf litter disturbed or washed away ® scour
® sediment deposition ❑ multiple observed or predicted flow events
❑ water staining ❑ abrupt change in plant community
❑ other(list):
❑ Discontinuous OHWM. Explain:
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction(check all that apply):
x: High Tide Line indicated by: Mean High Water Mark indicated by:
❑ oil or scum line along shore objects ❑ survey to available datum;
❑ fine shell or debris deposits(foreshore) ❑physical markings;
❑ physical markings/characteristics ❑ vegetation lines/changes in vegetation types.
❑ tidal gauges
❑ other(list):
(iii) Chemical Characteristics:
Characterize tributary(e.g.,water color is clear,discolored,oily film;water quality;general watershed characteristics,etc.).
Explain: clear water.
Identify specific pollutants,if known:
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction(e.g.,where the stream temporarily flows underground,or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime(e.g.,flow over a rock outcrop or through a culvert),the agencies will look for indicators of flow above and below the break.
'Ibid.

(iv) Biological Characteristics. Channel supports(check all that apply):
❑ Riparian corridor. Characteristics(type,average width):
® Wetland fringe. Characteristics:
® Habitat for:
❑Federally Listed species. Explain findings:
❑Fish/spawn areas.Explain findings:
❑ Other environmentally-sensitive species. Explain findings:
®Aquatic/wildlife diversity. Explain findings:weak presence of crayfish and amphibians,and a weak presence of
benthic macroinvertebrates.
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
oper vies:
Wetland size:0.I 72acres
Wetland type. Explain:forested.
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries.Explain:
(b) General Tlow Relationship with Non-TNW:.
Flow is:V6"'-" E ff�r�.Explain: Groundwater present in channel,no rain within last 48 hours.
Surface flow is:,Or "d�eflu
Characteristics:
Subsurface flow: Explain findings: Groundwater present in channel,no rain within last 48 hours,saturation within
the upper 12 inches of the soil profile.
❑ Dye(or other)test performed:
(c) Wetland Adjacency Determination with Non-TNW:
®Directly abutting
❑Not directly abutting
❑ Discrete wetland hydrologic connection. Explain:
❑ Ecological connection. Explain:
❑ Separated by berm/barrier. Explain:
(d) Proximity(Relationship)to TNW
Project wetlands are 11t ar I3 nver miles from TNW.
Project waters area aerial(straight)miles from TNW.
Flow is from: e t1. cif t
Estimate approximate location of wetland as within the iy'��� floodplain.
(ii) Chemical Characteristics:
Characterize wetland system(e.g.,water color is clear,brown,oil film on surface;water quality;general watershed
characteristics;etc.). Explain: clear water.
Identify specific pollutants,if known:
(iii)Biological Characteristics. Wetland supports(check all that apply):
❑ Riparian buffer. Characteristics(type,average width):
® Vegetation type/percent cover. Explain:All of the dominant plant species are FAC or wetter.
® Habitat for:
❑Federally Listed species. Explain findings:
❑Fish/spawn areas.Explain findings:
❑ Other environmentally-sensitive species. Explain findings:
®Aquatic/wildlife diversity. Explain findings:weak presence of amphibians and macrobenthos.
3. Characteristics of all wetlands adjacent to the tributary(if ally)
All wetland(s)being considered in the cumulative analysis:
Approximately(0.172)acres in total are being considered in the cumulative analysis.

}
• t
For each wetland,specify the following:
Directly abuts?(Y/N) Size(in acres) Directly abuts?(Y/N) Size(in acres)
Wetland CC Y 0.1-72
Summarize overall biological,chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus anaiysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical,and biological integrity
of a TNW. For each of the following situations,a significant nexus exists if the tributary,in combination with all of its adjacent
wetlands,has more than a speculative or insubstantial effect on the chemical,physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus'include,but are not limited to the volume,duration,and frequency of the flow
of water in the tributary and its proximity to a TNW,and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance(e.g.between a
tributary and its adjacent wetland or between a tributary and the TNW).Similarly,the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW,as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook.Factors to consider include,for example:
• Does the tributary,in combination with its adjacent wetlands(if any),have the capacity to carry pollutants or flood waters to
TNWs,or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary,in combination with its adjacent wetlands(if any),provide habitat and lifecycle support functions for fish and
other species,such as feeding,nesting,spawning,or rearing young for species that are present in the TNW?
• Does the tributary,in combination with its adjacent wetlands(if any),have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary,in combination with its adjacent wetlands(if any),have other relationships to the physical,chemical,or
biological integrity of the TNW?
Note:the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below,based on the tributary itself,then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands,where the non-RPW flows directly or indirectly into.
TNWs. Explain findings of presence or absence of significant nexus below,based on the tributary in combination with all of its
adjacent wetlands,then go to Section HI.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW.Explain findings of
presence or absence of significant nexus below,based on the tributary in combination with all of its adjacent wetlands,then go to
Section M.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS.THE SUBJECT WATERS/WETLANDS ARE(CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width(ft),Or, acres.
Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional.Provide data and rationale indicating that tributary is
perennial: Stream C flows east for approximately 114 linear feet until its confluence with Perennial Stream A(Figure 1,enclosed). This
channel exhibited an average ordinary high water width of 1-2 feet,perennial flow,weak sinuosity,and substrate consisting of silt to large
gravel. Perennial Stream C scored 55 out of a possible 100 points on the USACE Stream Quality Assessment Form and 30 out of 71 possible
points on the NCDWQ Stream Classification Form,indicating intermittent status(SCP5,enclosed).A Photograph of Stream C is enclosed as
Photograph F.

Tributaries of TNW where tributaries have continuous flow"seasonally"(e.g.,typically three months each year)are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area(check all that apply):
Tributary waters: 114 linear feet4-5width(ft).
_ Other non-wetland waters: acres.
Identify type(s)of waters:
3. Non-RPWss that flow directly or indirectly into TNWs.
Waterbody that is not a TNW or an RPW,but flows directly or indirectly into a TNW,and it has a significant nexus with a
TNJW isjurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates'or jurisdictional waters within the review area(check all that apply):
Qf Tributary waters: linear feet width(ft).
Other non-wetland waters: acres.
Identify type(s)of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2,above.Provide rationale indicating that wetland is
directly abutting an RPW:Wetland CC is located at the downstream portion of Perennial Stream A(Figure 1,
enclosed). This forested wetland area is approximately 0.172 acre is size. Dominant vegetation within this area
includes black gum(Nyssa sylvatica),black willow(Salix nigra),ironwood(Carpinus caroliniana),silky dogwood
(Cornus amomum),false nettle(Boehmeria cylindrical),common rush(Juncus effuses),jewelweed(Impatiens
capensis),and various sedges(Carex spp.). This area exhibited low chroma soils(10YR 4/1),inundation to 2
inches,drainage patterns,and saturation within the upper 12 inches of the soil profile. A Routine On-Site
Determination Form representative of Wetland CC is enclosed(DP4). Photographs of Wetland CC are enclosed
as Photographs C and D. A Routine On-Site Determination Form representative of on-site non-jurisdictional
upland areas is also enclosed(DPl).
Wetlands directly abutting an RPW where tributaries typically flow."seasonally." Provide data indicating that tributary is
seasonal in Section IMB and rationale in Section III.D.2,above.Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: 0.172acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
l Wetlands that do not directly abut an RPW,but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands,have a significant nexus with a TNW are jurisidictional.Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters,and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands,have a significant nexus with a TNW are jurisdictional.Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters 9
As a general rule,the impoundment of a jurisdictional tributary remains jurisdictional.
a Demonstrate that impoundment was created from"waters of the U.S.,"or
Demonstrate that water meets the criteria for one of the categories presented above(1-6),or
Demonstrate that water is isolated with a nexus to commerce(see E below).
BSee Footnote#3.
9 To complete the analysis refer to the key in Section IILD.6 of the Instructional Guidebook `

i
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS,INCLUDING ISOLATED WETLANDS,THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE'COMMERCE,INCLUDING ANY
SUCH WATERS(CHECK ALL THAT APPLY):"
which are or could be used by interstate or foreign travelers for recreational or other purposes.
from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
which are or could be used for industrial purposes by industries in interstate commerce.
�l Interstate isolated waters. Explain:
Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimaccs For iuris aiciional wcacrs 1n he 1"Mew area f c rec1i :ill niac apply):
0, 1 Tributary waters: linear'feet ,width(1-1).
Other non-wetland waters: acres.
Identify type(s)of waters:
Wetlands: acres.
F. NON-JURISDICTIONAL WATERS,INCLUDING WETLANDS(CHECK ALL THAT APPLY):
If potential wetlands were assessed within the review area,these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate(or foreign)commerce.
❑ Prior to the Jan 2001 Supreme Court decision in"SWANCC,"the review area would have been regulated based solely on the
"Migratory Bird Rule"(MBR).
Waters do not meet the"Significant Nexus"standard,where such a finding is required for jurisdiction. Explain:
Other:(explain,if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area,where the sole potential basis of jurisdiction is the MBR
factors(i.e.,presence of migratory birds,presence of endangered species,use of water for irrigated agriculture),.,using best professional
judgment(check all that apply):
Non-wetland waters(i.e.,rivers,streams): linear feet width(ft).
Lakes/ponds: acres.
Other non-wetland waters: acres.List type of aquatic resource:
141
Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the"Significant Nexus"standard,where such
a finding is required for jurisdiction(check all that apply):
Non-wetland waters(i.e.,rivers,streams): linear feet, width(ft).
Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD(check all that apply-checked items shall be included in case file and,where checked
and requested,appropriately reference sources below):
Maps,plans,plots or plat submitted by or on behalf of the applicant/consultant:
Data sheets prepared/submitted by or on behalf of the applicant/consultant.
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
Data sheets prepared by the Corps:
Corps navigable waters'study:
U.S.Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s).Cite scale&quad name:Skyland,North Carolina, 1991.
USDA Natural Resources Conservation Service Soil Survey.Citation:
❑ National wetlands inventory map(s). Cite name:
10 Prior to asserting or declining CWA jurisdiction based solely on this category,Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPAMemorandum Regarding CWA ActTurisdicdon Following Rapanos.

4 1,
lea,. State/Local wetland inventory map(s):
FEMA/FIRM maps:
100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs:❑Aerial(Name&Date):
or® Other(Name&Date):See attached report.
Previous determination(s). File no.and date of response letter:
Applicable/supporting case law:
Applicable/supporting scientific literature:
Other information(please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:

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11
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AN
C".DANR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor William G. Ross Jr., Secretary
June 13, 2007
Mr. Anthony Nardo
Carolina Wetland Services
550 E. Westinghouse Blvd.
Charlotte,NC 28273
Subject: Asheville Regional Airport Project—Expa:d Existing Airpor-L u7;ra�triict�irc; letcl er,
Buncombe County
CWS Project No. 2007-1889
Dear Mr.Nardo:
The Natural Heritage Program has no current record of rare species, significant natural communities, or
significant natural heritage areas at the site nor within 1/2-mile of the project area. [There are historic
records of rare aquatic species in the French Broad River, within one mile.]
You may wish to check the Natural Heritage Program database website at www.ncnhp.org for a listing of
rare plants and animals and significant natural communities in the county and on the quad map.
NC OneMap now provides digital Natural Heritage data online for free. This service provides site
specific information on GIS layers with Natural Heritage Program rare species occurrences and
Significant Natural Heritage Areas. The NC OneMap website provides Element Occurrence(EO)ID
numbers (instead of species name), and the data user is then encouraged to contact the Natural Heritage
Program for detailed information. This service allows the user to quickly and efficiently get site specific
NHP data without visiting the NHP workroom or vwziting for the Information Request to be answered by
NHP staff.For more information about data formats and access,visit<www.neonemap.com/data.html>,
or email NC OneMap at<[e-mail]>.
Please do not hesitate to contact me at 919-715-8697 if you have questions or need further information.
Sincerely,
Harry E. LeGrand, Jr., Zoologist
Natural Heritage Program
1601 Mail Service Center, Raleigh, North Carolina 27699-1,601 uw One �ag'OIlIl�
Phone: [phone] FAX: [phone] Internet: uwr.enr.state.nc.us/ENR/ ;VaturallyAn Equal Opportunity/Affirmative Action Employer-50%Recycled 110%Post Consumer Paper -

14
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F.
O
a�
North Carolina Department of Cultural Resources
State historic Preservation Office
Peter B.Sandbeck,Administrator
Michael F.Easley,Governor Office of Archives and History
Lisbeth C.Evans,Secretary Division of Historical Resources
Jeffrey J.Crow,Deputy Secretary David Brook,Director
July 13, 2007
Anthony W. Nardo
Andrea L. Hughes
Carolina Wetland Services
650 E. Westinghcuse Blvd.
Charlotten,NC 28273
Re: Asheville Regional Airport,Fletcher,Buncombe County, ER 07-1252
Dear Mr. Nardo and Ms. Hughes:
Thank you-for your letter of June 5, 2007, concerning the above project.
There are no known recorded archaeological sites within the project boundaries. However, the project area
has never been systematically surveyed to determine the location or significance of archaeological resources.
Based on the topographic and hydrological situation, there is a high probability for the presence of prehistoric
or historic archaeological sites.
We recommend that a comprehensive survey be conducted by an experienced archaeologist to identify and
evaluate the significance of archaeological remains that may be damaged or destroyed by the proposed
project. Potential effects on unknown resources must be assessed prior to the initiation of construction
activities.
Two copies of the resulting archaeological survey report, as well as one copy of the appropriate site forms,
should be forwarded to us for review and comment as soon as they are available and well in advance of any
construction activities.
A list of archaeological consultants who have conducted or expressed an interest in contract work in North
Carolina is available at www.arch.dcr.state.nc.us/consults.htm. The archaeologists listed, or any other
experienced archaeologist,may be contacted to conduct the recommended survey.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Location Mailing Address Telephone/Fax
ADMINISTRATION 507 N.Blount Street,Raleigh NC 4617 Mail Service Center,Raleigh NC 27699-4617 [phone]n33-8653
RESTORATION 515 N.Blount Street,Raleigh NC 4617 Mail Service Center,Raleigh NC 27699-4617 [phone]/715-4801
SURVEY&PLANNING 515 N.Blount Street,Raleigh,NC 4617 Mail Service Center,Raleigh NC 27699-4617 [phone]/7154801

s . -
-L
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763 ext. 246. In all future
communication concerning this project,please cite the above referenced tracking number.
Sierely,
Peter Sandbeck

As 'H I LLEO'
AREA CHAMBER OF COMMERCE
October 19, 2007
Mr. David Edwards, Jr.
Director
Asheville Regional Airport Authority
PO Box 817
Fletcher,NC 28732
Dear Dave:
On behalf of our Chamber of Commerce Board of Directors, I wish to commend you and your
Board for your initiative in preparing the Authority's acreage between the runway and I-26 for
development. Clearly,Asheville Regional plays a major role in our regional economy and the
additional business envisioned for the northern sites will add to that positive-economic impact.
I understand that you are in the midst of.the permitting process and trust that will progress
smoothly. If we can assist in some way,please feel free to call on me.
Sincerely,
1��
Richard J. Lutovsky
President& CEO
cc: Craig R. Wyant
PO BOX ioio ASHEVILLE. NORTH CAROLINA "SSo4
(s°s)25s-6io1 FAX

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J
Asheville Regional Airport Project
Individual Permit Application Project No.2007-1889
Asheville Regional Airport - Adjacent Property Owners
Buncombe County
City of Asheville
Kachman, David and Martha
35 Branrick Ln, Arden,NC 28704
Mack JR, Woodrow and Patricia
5 Hidden Creek Rd.
Arden,NC 28704
Moss, Frank E.
13 Hidden Creek Rd.
Arden,NC 28704
Lanning JR, Geo and Connie
130 Tom Johnson Rd.
Columbus,NC 28722
Gibson, Charles R.
42 Rattlesnake Dr.
Sylva,NC 28779
Osorino,Arturo
PO Box 761
Mountain Home,NC 28758
McKinney, James and JoAnne
16 Nathan Dr.
Arden,NC 28704
McFalls, Clota J.
323 Jones Rd.
Fletcher,NC 28732
Woody, Jerry M.
PO Box 6318
Asheville,NC 28816
Green, Gail B.
10 Nathan Dr.
Arden,NC 28704
Case JR,Alvin J.
101 Hidden Creek Rd.

F k .
Asheville Regional.Airport Project
Individual Permit Application Proiect No.2007-1889
Arden,NC 28704
Henderson Henderson Count
Henderson County
City of Asheville
Cadgene,Marie-Jeanne and Cadgene,Narcisse
PO Box 10
Redvale, CO 81431
Broadmoor Group Inc.
101 French Broad Ln.
Fletcher,NC 28732
Putman, Charles; Litten, Karl V; Kassouf, Lawrence F
90 Hillcrest Dr.
Weaverville,NC 28787
Trenary, Larry M; Atkinson, George W; Trutch, Steven A
PO Box 7625
Asheville,NC 28802
French Broad Associates
1609 Rockledge Dr.
Rockledge,FL 32955

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Precipitation Frequency Data Server Page 1 of 4
POINT PRECIPITATION o" '"`"
FREQUENCY ESTIMATES E
FROM NOAA ATLAS 14
North Carolina 35.4341944 N 82.5418056 W 2152 feet
from"Precipitation-Frequency Atlas of the United States"NOAA Atlas 14,Volume 2,Version 3
G.M.Bonnin,D.Martin,B.Lin,T.Parzybok,M.Yekta,and D.Riley
NOAA,National Weather Service,Silver Spring,Maryland,2004
Extracted:Mon Oct 8 2007 Jt
SI a
Precipitation Intensity Estimates (in/hr)
` p 5 10 15 30 60 120 3 6 12 24 48 4 7 10 20 30 [day5 60
�1an min min min min [nin min hr hr hr hr hr day day day day day day
Y)
4.80 3.83 3.2 I 2.22 1.39 0.8] 0.57 0.35 0.22 0.13 0,08 0.04 0.03 0.02 0.02 0.01 F0-0 11 0 01
16.,10 4:89 4.12 2,93 1.88 ].09 0.76 0.46 0.29 0.17 O.IO O.Q6 0. 44 0.03 0.02 0.02 0.01 0,0I
10 6.96 5:57. 4.70 3.40 2.22 1.29. 0.90 0.55 0.34 0.20 0.12 0.06 0.04 0.03 0.02 0.02 0.01 0.01
25 8.03 6.40 5.4I 4.00 2.67 1.55 1.I0 0.66 0.40 0,24 0.14 0.08 0.05 0.04 0.03 0.02 0.02 0.01
50 8.81 7A2 5.92 4,46 F 0-21 1.76 1.26 O.75 OF457 O0.27 O.I6 0.08 0 06 0.04 0.03 0.02 0.02 0.01
100 9.60 7.63 6.43 4.92 3.39 1.98 1.42 0 86 0.5 O0.30 0.17 0.09 0.06 0.05 0.03. 0,02 0.02 0.02
200 10.37 8.22 6.92 5.39 3.78 2.22 1.61 0.97 0.55 0.33 0.19 0.10 0.07 0.05 0.03 0.02 0.02 0.02
500 1].40 9.02 7.57 6.02 4.32 2.55 1.87 1.13 0.63 0.38 0.21 0.11 0.07 0,06 0.03 0.03 0A2 0.02
100D 12.2I 9.62 8.05 6.52 4.76 2.81 2.08 1.26 0.69 0.4I 0.23 0.12 0.08 0.06' 0.04 0.03 O.Q2 0.02
These precipitation frequency estimates are based on an annual maxima series AEP is the Annual Exceedance Probability.
Please refer to the docurne to@on for more information.NOTE:Formatting forces estimates near zero to appear as zero.
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Friction Method Manning Formula
Solve For Normal Depth
MINIMUM�:.3<:.c;_R�.s�^;U-ti•qi Xrs?r>�.�-:fs"�aT>+,Ps� 7�5<, yk"��.`�4;x�fS:a::�f:kx.'x''z4�j sfs'5;'}::d-�.��.<'9.�?:Y..'5d'ea r;t k.��!;i,4...4�;.J:�.�Js.`','..�"ku�,"C.:Tz..'.`.'�'��'�E'a$.�`R�E:�r�:.�'!��1�.�:rr°:E�v "'s�'s��'�:<Cs�' �F`S<�.,ax:�ELrEr-�, 1"'�✓s�cas+�•Le1'32�l;'`s"�3\'•lk"�?„�"�'fSJ�''r`k..:sf�.'.i.
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Roughness Coefficient 0.035
Channel Slope 0.00100 ft/ft
Left Side Slope 5.00 ft/ft(H:V)
Right Side Slope 5.00 Rift(H:V)
Bottom Width 10.00 ft
Discharge 11.46 ff is
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Normal Depth 0.82 ft
Flow Area 11.60 ftz
Wetted Perimeter 18.39 ft
Top Width 18.22 ft
Critical Depth 0.33 ft
Critical Slope 0.02728 ftlft
Velocity 0.99 ft/s
Velocity Head 0.02 ft
Specific Energy 0.84 ft
Froude Number 0.22
Flow Type Subcritical
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Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
1-11 :6fSWISS
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Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ftts
Upstream Velocity Infinity fVs
Normal Depth 0.82 ft
Critical Depth 0.33 ft
Channel Slope 0.00100 fttft
Critical Slope 0.02728 Rift
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.066.001
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Noah General Aviation Development Grassed Swale - 2 '
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Friction Method Manning,Formula
Solve For Normal Depth
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Fr,,,,�� � a��r�yy�1�����'�{u�v`•s4�,ys�"i 3��`���';'"�'y,,�(�'s' 3 ��°a=',:S.tip,���i�''.�y��ca;�5`s�°2.°�v,`a":r,�;E`�.,.��,� ��3y.� .�.»y. a��'4..'�;#'x2%fr.a �}•ei<�L�fuY'.0 a�'�j F,�i„�•>'
„`!-Cw�',�';Yz:a�a3:'.'�i'ts,C`,Ls ..a,CeT'..,..r" vti�e......5>..i?t��'FZ%<�1'C?v.<S�vF�+h�f:`w5:k .��,c�Fla.,�?.> .��.�f£!cxl:l� �a� .s;ttl�>.��'..�i�3.��.`�sz�u•�";"��S.t�.��...:°��.e�C�.t.:<''�C�`.a`i.�.cLn�5r•G'F
Roughness Coefficient 0.035
Channel Slope 0.00100 ft/ft
Left Side Slope 5.00 ft/ft(H_V)
Right Side Slope 5.00 ft/ft(H:V)
Bottom Width 28,00 ft
Discharge 23-00 ft3fs
h� S.. R. F f. .'F9..;.fiT•, rVY° :ti��•:q;:: '*ri'.,;ti,F»: Y'"FR;y 'R' 3:'i tif..' :tf:>ES'�is.k, ?fi c?��''F:' 14S'E" .^,y%?;' '::<�•
l f i �' X:'`` r+t.• ;'� a�-y' �.sr>.r b u's � ti s- tE >�'. Y sfiggt. c Y7 l`�'<. aril> iki'U�%:r.r,�..:L�o.r3>3y.�;� e'�'s �.
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[�+.:f.ntlrtt",r.���.�...5��6..,,.._:..s.c�f,�.•.tl.•'t..k.fn�l...iaH.<:a.:�n6Y.s2c?i'.s.?:r%FH.i;,¢�.., .etH t.>..3.t..,_24>}:s.alu sf;4Sas':ua..L3�A.z.-.,:»1`���io"R'n.,�..•'-a...�fi�3_,�rf3 ls.1F4...-D_FS.i�aa:r`u:
Normal Depth 0.72 ft
Flow Area 22.90 ft2
Wetted Perimeter 35.39 ft
Top Width 35.24 It
Critical Depth 0.27 ft
Critical Slope 0.02806 ft/ft
Velocity 1.00 ftts
Velocity Head 0.02 ft
Specific Energy 0.74 ft
Froude Number 0.22
Flow Type Subcritical
��.E', ..i'+ sks 'o:: ',:kxy,'L •f1`r.1y3_ L2>: :� .p5{r,..�tF � E.f+F,ir IFY�.- ">*Fx`'a.z ,.:T; p>t; Cv;:c 4?3c?'r�-.::x .•rs '�=8i^i.•`"'E sr�crz�:
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Length, 0.00 ft
Number Of Steps 0
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Upstream Depth 0.00 It
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 0.72 ft
Critical Depth 0.27 ft
Channel Slope 0.00100 fUft
Critical Slope 0.02806 ftlft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley ROWMaster 108.01.066.001
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North General Aviation Development Grassed Swale - 3
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Friction Method Manning Formula
Solve For Normal Depth
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Roughness Coefficient 0.035
Channel Slope 0.00100 f tft
Left Side Slope 5.00 ft/ft(H:V)
Right Side Slope 5.00 ft/ft(H:V)
Bottom Width 28.00 ft
Discharge 23.49 ft'/s
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Normal Depth 0.73 ft
Flow Area 23.22 ft2
Wetted Perimeter 35.48 ft
Top Width 35.33 ft
Critical Depth 0.28 ft
Critical Slope 0.02794 ft/ft
Velocity 1.01 ft/s
Velocity Head 0.02 ft
Specific Energy 0.75 ft
Froude Number 0.22
Flow Type Subcritical
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Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ftfs
Normal Depth 0.73 ft
Critical Depth 0.28 ft
Channel Slope 0.00100 ftfft
Critical Slope 0.02794 ft/ft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.066.001
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North General Aviation Development Grassed Swale - 4
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Friction Method - Manning Formula
Solve For Normal Depth
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Roughness Coefficient 0.035
Channel Slope 0.00100 ft/ft
Left Side Slope 5.00 ft/ft(H:V)
Right Side Slope 5.00 ft/ft(H:V)
Bottom Width 28.00 ft
Discharge 23.49 ft'/s
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Normal Depth 0.73 ft
Flow Area 23.22 ftl-
Wetted Perimeter 35.48 ft
Top Width 35.33 ft
Critical Depth 0.28 ft
Critical Slope 0.02794 fUft
Velocity 1.01 ft/s
Velocity Head 0.02 ft
Specific Energy 0.75 ft
Froude Number 0.22
Flow Type Suboritical
•>x:-. c�$: - .,a�... fir" $;nnr.Y'.efe..��- "<1" 'Y�:`� .K'c .'a'i; ..y3..Z' �, 'G',w Y�",. 'i7�;•F�%'7Ts�."'-.:s�'s:i
t� `aC,'�s�;� ���Tcv.�t,�3.�«.a�' .c 15,3�:,i1�3:'�.?=.�N"•Et�u� �i��.t, c��¢:.a�';��u �tts�k3< �z ';L: ��'�k��3,.'.+�'±P�s;��3��r;��,ufr` .v�x:�..:,�xsx$.�;a,:#
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
�r ;rr °� ry .::y -x!,• s� ,��.::z*.,.WE. �,05��'> za :r.. .,,� .•,<t•.vx:�:_�•:h.... a....;.d."i�x... �➢?"St.., hex ta.._t�cyp�y..,;.
+".Ti,:a^���`�SC��.Sei ,c:+�4�&as�Y����`��.��^�i�� ��$� �r��(.�.�M.��ux,,���aa��3$w�i� s.>� •g,����� �7"� ����„ 1.n �;' s�ks�,_� {�,�"s �
��, k.�&S.�r3 ,sn a�7 z„� ,� i �f...3�a..��v''.�,.�i.$��,`�w^.,�.,�.,YF�� w\ fof,�� � �J° ��• �^a?��; ,.,� _
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 0.73 ft
Critical Depth 0.28 ft
Channel Slope 0.00100 ft/ft
Critical Slope 0.02794 ft/ft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.066.001
10/16/2007 3:46:44 PM 27 Slemons Company Drive Suite 200 W Watertown,CT 06706 USA [phone] Page 1.of 1

North General Aviation Development Grassed Swale - 5.
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.v� $� {• r K ��s k '�.?r< s+r y�1�`gc<'y3 l'� '�`� •.x �yi�'''"f ,��"}t F �.�.fs��,,.,,�•X�����•gt�t�'��a's'a` {�ttr{"'r� )��• ' '`.,25?.;1�
w ai•Gcs�xc'�.ca, :tidxwr rk h.�:�t°.i�s�S.,J�La .r .r�'tt L.L".' u .s;., �a F :P..?.E t ,} ,ta`3:. ,•�t`.,'+''3'( a�.�f"'SS- aT�at � =�'1?;
•:.�?� ti � � ��".��3x..�e.F_w:.,a';,.£54£„e tG,�'��^..Yt•.:i:Ti+a"Y s �i,8{.3�.�' �a:tLt-..,x��,.,5...57„ +"!�a t t
Friction Method Manning Formula
Solve For Normal Depth
ch1: �nic r i �s;;r.:�.ygtg C.�:. ':p• :'tY�:y.Y°7. seaixe:�j,...5'?>•_:F::Y:i :<v;.c. u<". yi.T•.i, ',.,,. 'tc;« 'i ta.,:c„gv�N.<..K..:., �i: ,:•�s
;'<.`l,�, 1,x�fS`f. i ����1tfi Y'��.�'�=•s•^u'ii. �e � ..N'•SreJJ Y✓<�r'I�.ST ,�:a�'eJr� �? �°:tc� o r �"����
��I] "� 5, '�t4" �R � v ".•'�� '��' T•�:k+ F7���Y �� SY 3 R1� ai1.h a'."3i'<o rah 1�:
Roughness Coefficient 0.035
Channel Slope 0.00100 ft/ft
Left Side Slope 5.00 ft/ft(H:V)
Right Side Slope 5.00 ft/ft(H:V)
Bottom Width 10.00 It
Discharge 11.90 ft3/s
�'ixf ti.r w�E�, �.,z..;.,.y.�.,lk. ,.-�":�Y':'h�wiLtrw - ..,�yw. ,.�a .Y xyc+' „:aY'•'N ti"Y•'j++`t��'R'v N Ri°e?\>�Jk?Ji.
R �4`J �,2` �'�'la�':�`s` � �}'r�'+F � F �•z�`� ���Y�f'�€�•� `��o- �� �� r-q � t �'��},�'�s i�RFL�'�,�yr.'�',y^ ��r � ��Zt�T'-v��Z�'Y1".�
tra�k...�.�.t'�4'�c'<`.'��`s..�.lsst�'rt �:L s�n�.,..-.>�.�.�.•a.��u�s:..0/i�.!i.. �„4 :c ^'�a;�: 2�.r 151�:?�u���;�is�.?�.��E�:1.. i4ogr_e:y�5�'t�t�:a„Y,.�f�ci.?�,.SSr?�;?tE:,�;:YtINI
Normal Depth 0.84 ft
Flow Area 11.91 ft'
Wetted Perimeter 18.55 ft
Top Width 18.39 it
Critical Depth 0.33 ft
Critical Slope 0.02710 ft/ft
Velocity 1.00 ftts
Velocity Head 0.02 ft
Specific Energy 0.85 ft
Froude Number 0.22
Flow Type Subcritical
>`_ r7."
t,N�1C/1- NE g 4' ti k �x,� i�'. f- i 4 A` S S •� p'c. f .c4< � ?'z
&z'�?.M:�1�����x`r. lrz�k�:'.: .'
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
..b.. yY' ss� 71"��.y Cn.`,'aip - -k ,,r,r � v7:Fn�I`•S':•�),�' n 1 :r .i'".?.l r1 is iFr�;y Dw' t 'v, t E
&� �•l- t,yij»�� c$'iAiC jv Air��J��'!` i ' ?1�. bfg}���2±Y S q,�,, 'Y 5<�•�"�,T.�y;�.yY =y;ss r 4�if tEn����'�YY a� � `�,�`
Upstream Depth 0.00 it
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 0.84 ft
Critical Depth 0.33 it
Channel Slope 0.00100 ft/ft
Critical Slope 0.02710 ft/ft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley F1owMaster 108.01.066.00]
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North General Aviation Development Grassed Swale - 6
�,xae^; .�,y..�.'.w•s r:.�x4".':Sr's., ':ry��• n.k. <,`i+-L: 'r :,r;: ..t^x' rA� .�;.�., ;x�y >4Y\.<<CK" �':w=':Rc'T 7i;:,:�y.st".
C-. ... �{�•��,.e:.�a..���gg �q _ ���.Z.f' .-'S'.z1�. .s'��.{�•,.,'�.��:'�3 ��;y.•��yl'ik:�,'....yrr ,,s �;':�<`,'�' ;•'�.<s�'��.o-t.,�:�',es-
y � S y,I sL"�;..:!X`Lk:�S);.... K+•;'..gc"�Y°.�� :. .'F�i�'�'.��.�r' h'?'.��,. �n�'il�5?'.!`r,'r�.''t''��\,g";>,:�4`F1i;.a�n'Rrl>•.ri .�x...',:s'hna:�'>Fs1+A'1.•.�`�.
1''�te .,.. ¢ E;<.:.�...,
� �:£itF x}f ,.$ `qa,�;rJ" �syJi"c�->i.'. '� �i�`�•'euv.�C': "�:�a t,��f:`3& T� Y•:S e e•..< �3 a •`"�•�..,,
irk't�\.n ti�it T:fF=�k�R� c�::i:r).F:N r'S:<Cvti�.53.'=:<k�`.��"n r4`..asr_R<��e�w�a�3;ca ::1�.3a S �.'sS`.�$�`v'$�. �.,��.:'J'�Y.raev�KE,_:;s.r�✓S.°;.;4:,�T..r::r.�^�"�SYh4':�6 F� Fs
Friction Method Manning Formula
Solve For Normal Depth
�-c ...p.. cs.x::,.T::w„•rv. .�� ,n:v.<: '. ."F>�M:c..0 :.c;:c<:>:;. .. ...,t.y... '•x4`,^!;„,�rt..;..n;23:c.....y.i.'e>•-vx:4n9:i,.v.,g'•ns�l<'fW«. -- s..�yr+.
� 1F4•�'�.1r�.3� r.'ai''::xF�.��.a.��F�.",`�."\�'. t�'�Yi,.�,�;�`15 <,sv4ucs� iv��?�13.•�7�t,4e tr f>�??F�331�..xo M..�4.�.sX3>,�,.��},;5 t ?U,F,:;�y,�.l=xA��'u��t.��t...ct�"'"�•�c�.n,c.Y}.i:'��
Roughness Coefficient 0.035
Channel Slope 0.00100 ftift
Left Side Slope 5.00 ftift(H:V)
Right Side Slope 6.00 ft/ft(H:V)
Bottom Width 44.00 It
Discharge 32.70 ft'/s
- ��m.. ..yysx., N.�.. .,,a!".,n,i<'r;• �.:o:-xrlsn f u..: •.�a.a:• q:.e,'3aa:x_rz:x w:wb's. .�•. 4•.�?e«s G:.
•:�a�;• v `Y�';?5,��»��I^,ry:y 3h 9?s3 t� ,�7r^^ $ �, u f:�F6�4{.sa s�n� F.�'2'?�/<Y;•.. .K_�C�.r..a�< xi..,{, •l, # � � ��.;<:;
(� �x �'e; .�`��,�.o�K ik� tG`yt Y; ,�,,<;�t � 2� �': � � Y t.,� itf•e� sg F � ,.�. ��tMl�l
���A�t" s��S.,��it ';,��'$ ;��} � x�g wt i�.§�r�� ''���:���.a;�;<�.�� �j.�v�n $•z�s. �,<_ i�, '�£� . �F,�j3r.�`<
�.#i.t.�..�.<,s �a � Y':s:��ix4' t��'fi�m^^�`���,¢�.v�.�§fr�:i s3...�x:i'.FPi.4XF�::? �eS:•,1 �?' PI.���;:L•?c�1e�iZ �fsxS.FEz,:��: Ri',(.2y a�..::F`�.P �.�S.n.'t•b fig
Normal Depth 0.69 ft
Flow Area 32.73 ft2
Wetted Perimeter 61.04 ft
Top Width 50.90 ft
Critical Depth 0.26 ft
Critical Slope 0.02844 ftift
Velocity 1.00 ftis
Velocity Head 0.02 ft
Specific Energy 0.71 ft
Froude Number 0.22
Flow Type Subcritical
n .T>�' i F:i"�i. � .>pY �` fix„ tg YV?y.;,;y^t.,,`•;� �• 'b'`Y'f"r-.
j�}} r.��E-,•, xY f '*�''�1t •ti � s, �� n .:T`.<' Fes:�.`x�''�� ,tin s;: ��r
T� ��. ' n�• � x �5;a r.Y•x4ruFt���.,n ?!� .�✓�' s R x#��'��.,.s�.>.�'�,`��'''6� i $�'` S "���+�f��*`�rn� '��:.,�,i
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
....C1T« .U.5�. ..ri. .�v%,4...: ♦ ..� o..°ss,._,y.,�... ...n1,a<��:.z:��e;.;v::.?-X'� x rr;:;F:-`":.v9'ij.'ig, :'<.' 9 v`S'E'!>L' za�n•�:..4.3 ui".<`�:$}:Fxrtr�;;f�3G r.
•F ik€,_ 'xr��e.' ;1?vt�. s���:k:�� ..r. .,,Y�s�I> �,. >�"xtsFi...,: •��� itia: a �,�. t .Fyn
t �p`�} �cS'�.,�-+4�r?k ��,��'�� \-fin ye#: *x�_ ��,"�ri''••�' ,�. � 'w�``$:t-`°`''�•- t �F��i,• i'` dx,}s„�"� ''. 3'���.
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ftfs
Normal Depth 0.69 ft
Critical Depth 0.26 ft
Channel Slope 0.00100 ftift
Critical Slope 0.02844 ftfft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01-066.001
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North General Aviation Development Grassed Swale - 7
s.N�, '1'uYl?".jF'� ;f ';rtig".`S;':i>"'sEz'ti er:'yv>�Si'^"•;ffr�_ -ssrasiw'S'.!t<.' - "f"<':�+kK" SQtpi <'c.' ..t, -:,�,::
I� 1 ,v �r{.'u�§ ¢r6. ,�F'-�a�, t� t .t. 4tf' P.S'3-.•�: .9i<y9• 3 '
- '�I' U:��•�, �r. Y ,@21 pS�t31r'•i :1Q%P,N;;;.N�S`3r- '''11 - ZCM1%y4�ei �49 tt es` fi?L• xf'il��- t�"8���'•u•pig Jifjaf11'�'.'�:RsP�i`i
,,��; :W;�; :s1:,'"'� �F.ts.�.d:$R�r�'fr,'Y1".�yu�z�E� sv'.� i'•Li..��u, <x_lts� L%-1 9'C L� �� Q ���.� `a+�r'�.C`:h'i:�.��Fa�/r�i�t�. �..•f,� ¢>... � `�tal �Z�:. i7'nkv�.r.,s..:....nl3r. a. sa.
Friction Method Manning Formula
Solve For Normal Depth
Jnv hJ.:F-�� '?\ Y:S}'��t 'Y.-.w. �.. u'•�- 'iC;: Sr!i" :Y`.S '.)f "): !„4•foft7'>;•E"Ptg r•ay?t 'Nr'- <S:.:gv,•:5; '
1 ;;a.,22;rT�� s�,� '��;d�i-•,�4 r Y ��� ,�t�,2 3. r y..�f;J�P f.�'� �", '3. @ u� :� f 3 tYi4 '� >.
4t.��b�j.,. �4Q fA� V' RR W.1'�'�.j{'hR'���ly((�+ � Y �,�•Y^�' �i y��'�.rry� ��'� rt4�x Y,y�('/,�1�����i��'{n5.�� 5�,4'-��•�i�l.,�fr 15G��1 N it� 37.f�b'��
� ecxf_;a. .ab .�`fi£i...s�,J� .C'.1'r3� ai• �fasa3(a�.•z .s�... .'''�.1f7` fz;<>�Y.tva...t�`��:<.�ai`•- .:.e*::....�'3 Y. z'�.:n ��•1.c`,x.....1.�"L.-* te. s
Roughness Coefficient 0.035
Channel Slope 0.00100 ft/ft
Left Side Slope 5.00 ft/ft(H:V)
Right Side Slope 6.00 ftlft(H:V)
Bottom Width 2.00 ft
Discharge 6.09 ff/s
E..ty ea! ...ia,,.,k6:::�;y gY'^ te'Y,�,`�;;�F�'J'":?r"s.�'t<.pyf:y':ay.:`;��."j'� �;e���za6i'��y+ �%}".�1y^:S�rS 7•!�°err' -"'S.!' �t^2�3� '£tt fit' ,'�<(yy .�T ziY.,yA.,1w.. �+•,.ty�it�:¢xE:.;Yr'l'3`/�l'tF�:�y
1�;.��',FG rt IfC�FY��lt�' �.rii`yrA-�� �ttjtl�4 Y+3'tJ€�i��k,f�Z"f`iW'��'),�V�•N��.I�;;�",rt�„ . �F1T i, ..�. N(�lY�F' 'S;T\t't�.�t. �b�R1E e`�/1� i�.i��±a:`,i'.�S�,b�:l:�lf/'.f;i�Y��`.$.'2:��t
�2�S�a����.��.,7��,�� d:�✓✓.�fir .b'��7J)llw 1-, r��4y,r;l2i�`(�� � t��7,�a�a�� t�?iwtvit;i���� `�?`�'�3'3.2.1�V�' ° ��tt7d.",�", �ullna;�Y
It;A;LYr S A .eEY;S`;.s aUiwiZ h�t� � ..W.i�:i3C�NC >r f Y�F�'<'�•RaL.,N .`.`ti A as,t+rP .N t r 6. W. K•�•r�Iit"�t
Normal Depth 0.97 it
Flow Area 6.68 ft'
Wetted Perimeter 11.92 ft
Top Width 11.73 ft
Critical Depth 0.46 ft
Critical Slope 0.02720 ft/ft
Velocity 0.91 ft/s
Velocity Head 0.01 it
Specific Energy 0.99 it
Froude Number 0.21
Flow Type Subcritical
ee;•r. 'PF•4
YR �' S.e',�E 3 a�' .lb1J, 'M1 `a�ffi�:~'S'��"a a fa{s•e rt+`a•t�,�1, F�. kct."f.m i'r-��•�..v`�'Tr�-•ar•,,..
w3a
.Y ..' Y .0' i3 t
INS,
fi1a 12 h
Downstream Depth 0.00 It
Length 0.00 it
Number Of Steps 0
7i'm,}7r. •.�'3}'^`i 2��..C,' ''Z;�`` 'iri'yg.D�13i.;x r,R.�>.• ,•:',ry., ,�''a�c;-,tyrNZHA� �.'y�3"ic�..Zf,...��-v.i?,:yc �ilrr. •ftat-��S?��;yt?=;_n�•.�q .MF:�y(. r,�".�ta>+;%i"`iJ,�..
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 it
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 0.97 ft
Critical Depth 0.46 ft
Channel Slope 0.00100 ft/ft
Critical Slope 0.02720 ft/ft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.066.001
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North General Aviation Development Trapezoidal Channel - 8
-+v ..t»•.>xi3i!':' .i9:�'g 5,�i7ti3:tr+�.�.-��5 .:.�� nQ.xls tom.. 3,t':c:. 1rkC'e ^�y:.'' .l:". �r :(t. ., •5,v:1:g
. fh,fix%; `ilbff'lf{ C �$3^,?lf i.mj `' r.•',.(�r,Gy�`• ,s"1...�c��'Ay" t.5tb �R g i'�`gI ,
rtj '< c�}� 3? Ff`jej. aLetr� fR ��«;�,``�,, � i (-SSa t§d[Lttrt3f.€f •z i tir� r 1�
�.i C r5_s .X::rw !;.r,�Fiid(Z,..:11..'�, A.lR tn! iE'.•M''$,;i.7xa.. to .,i n. '?...:f
Friction Method Manning Formula
Solve For Normal Depth
x' *-`��.,•..xiS!.$?Pgtan.:ne;,.a::J?.[••�,w:. .,�.._ ;rs;:74" ! r.:.1:,a�. �t;y_ ..fk•:,, •ar.
,c§'N•?•n ,.a� � y �:Y�,. � -`�* •t i�" 7�Z r .sst ;sjR e ��- a�-z �:i^"�'�. z � ,F s �t/.}•s•t.nn_
I y ,x.�. h�K: '�`z'�2 Vie.y�rr/.��#;�!'i7 Rt"�f�g.r'��.,"�a^^_,i�'"�'z�'�ja. GYM`�r'itt•�'sn3•. ?�:• ,i�,._��'•��,•i,.�r �5��t, .��}�f'2� i," ? t.�.;.�,�E;[:.�;�Y��;>"six�.�`.
F.�'•Sl.�IKisk.;Y�x.� &i.�_�.'�.;.:.1•.k�;s..�A >:.9.i�:r..,.,�a�.+s�i .s��?:5:;9:wt..�.s��:,��.GiS��:�..z':SY��3��L��#itx f.�''�.�.iw r�3tL�.'?(�,y�iFd�rt,?;?>�'�e�.t�l�i'.�r�i'L'Y�s�v.�.f+�:._yv�}5�
Roughness Coefficient 0.041
Channel Slope 0.09200 ft/ft
Left Side Slope 3.00 ft/ft(H:V)
Right Side Slope 3.00 ft/ft(H_V)
Bottom Width 8.00 ft
Discharge 29.90 ft3/s
-r.•s.*' �-: :a:.!c:.^.x:;��yy^ -.,�a •rrc: �e a:q3.. ..N> ""Jrt' _ ..;3% s: 33'3¢7<!':4.
�,�t f�.�' �b;��,�7�(y������'i'�t;�3'��yj��i(�iK`�i�A�+7`� „a�'�E;•- :"r. .�' :�f'trYn,`.€.'.'s.t' 'Z,?tf +3.,� a �'. -�>' `.c>y�t;�YS •st.�j�`'a.� 'S�.{i��>3ti
'7 ��C;�z?; ,t u a�"{'r gf t�wSS�zrt x5� ,}'�rgti�v�i F�i'�' <���- .;��'�-hvAi`y�y.�,`�•��.�'l•���f�!�7�,������}f Zt3gA£��C•9`ic,.rc`d��a��y.�x=C:%�;��,yt,
:t. L�'�..l..Si)h�nzc§�R.,C F/;:.:i..i..,t. tiv:an...+.:a+a.'tea,3't,•,...,.�...,3 3S a fill.x�.�a: a..�'.2...���3oU.s4,t .�'S: a.:' iv Yz .ctlr_+,x ea� u'�<vay.,_ iLanh
Normal Depth 0.50 ft
Flow Area 4.79 ft2
Wetted Perimeter 11.18 ft
Top Width 11.02 ft
Critical Depth 0.69 ft
Critical Slope 0,03022 ft/ft
Velocity 6.25 ftts
Velocity Head 0.61 ft
Specific Energy 1.11 It
Froude Number 1.67
Flow Type w.- Supercritical
j:l: ..Fu.r..i.?+b^.'v' �.�p+�, .i:�F:<�._'•"`\�.11&a:45�i:E i {-F'F�jf,! v'i r C:.�.�;v�...r,afr�.:q'�'�•� '!it'fa��9''i.A""JJ:... .:�~ �'�': 3'1`-�'- .'F�.. •f'��{'...Jf�i. "t.`�{9�F32
I, �i .t��Jy} � 'x �z�.��ttz e'�a�•,cC'k�'f r x��j }a �� a�y[.�'a,fi,, i t.3�',.}t�??t�`�,k��+"vx)pt�� ��'F� x.`x �� 4'+�x;.� ���c �`���f�u�s.?��
�"?X? •,„� �?`E LSTi�<,�. � Sf t q X No�nS�lam�3 "�..�f�,'�u' �`,k.:sl^..'".r� .z:?��z�aS:S+�:.L�.si`nCtzP.c��4�L`k �'�'�a�'S�,.vw;��P�J.tm`�5';.n�3,iY��JtS?3`" a�£'r.'��i�3�a V��('a�
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
�. ;:�-'v4 � Apo r<�.:aa��r,'.r<kr�:�++�t�,,��:z.^::�:. .: -:�w��•:t:<"�:o,��-�- -r�; ,,�sa;r:�<v"z+=' '�� ,Z,r.,:>,.;,..,t^:• e�y,�:>w�,,�:�;x_•..t..
�•�f'. ;r # f' � .gsC pia Y 1" t„3�f# t K� �`,.'< , � � t Y�" P ���. 2rL'ta5`H,
t� �.� � �������SYtfr���r;�,��;t.V{s; �t��i2�'�����r`�� t�;'����'�-•. '� ��i��:��..��fn ea��� �'� � � ��a��'X�,'il
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft!s
Normal Depth 0.50 R
Critical Depth 0.69 ft
Channel Slope 0.09200 ft/ft
Critical Slope 0.03022 ft/ft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.066.001
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Noah general Aviation Development Trapezoidal Channel - 9
rca� .?r,§v. rv<la:+f. :xrs;t`7;.Ffgy�. .`��:syt*•hr,3;e?::r.�•Rysvts M.�+•x^+n,F.•'+ryr.i a��.'.*>t4,"55�5>. •�i.n.:�.:�•F,t yz ! !
� ,rsp}*•aw �. �`'" ,� `�' f�)� P F t 6'sr ¢n �; b rr �"yea /s '�tis'cr '^l;t t�-�..;.�\.
(•� (i"1i+�M7-f.,1'�g) �',� }' > ��.Y� � :R r S: i� .���. �•} t�.0 �iX..i�C��V. �}� '?1...,+4.f �'�'�'T z'� air
ry l S*9'.' � l s .f 31: ;y� �Y^.i' - N l.`•'. "9b. 'Ci •`�h.Y�.ts� es £ o- k; �.,¢'. >w+K S��� '§� �`}� gr''r;n;`g7
L.,-r..se.r:;u:..,u`ci �hs,�w...x��e-�it2.4..�•]�a��>+;�'�'3iy'<K.f4d<�,.�e���,t5Z1�:1�Sli��e,�'.:le�t`�>nSr:Y:S %, .����>.cs����;�H�.�S'�;n.'�tc�+��?.�'(��"�n"�-t�'1���#�y%{,ijjS•'�,,`;
Friction Method - Manning Formula
Solve For Normal Depth
TifY'.�.. `•^�'Y.4FiYittk. ^''�aa'{'w�3r..,::iw...F,...�3'i:,. ,.�»i"vd:'�t!t-1:Y,nx,�Sc'.'ic.. •'?; <�%''t.4:: •.ie�. ..�;:ri._@.?::f:,ti>JKz-X:• .-n ;i< :.i,4:....• sx;a•..
�... '{�*- �CS,.,i,���T.��t\1'' �,y y +y c a�.fi'f�.t;t� t� �-r.,�,��L'C' �"�.�'. ,rs7`i'�' i g O�n°� ,x�y, u� f s�._ j E:fe:,�. q.,�.Z,�e�?T✓t �'�pj��i'r'y
.. � �` ��ti5� ,,�f^•r• �'�" Ac"�Lf a �'3�e� >'�k�r����' t: e $ �'ia$ �`C.'� ~ i'`�3
..i?`.,J.s.aa f�a. #».'Y.�.�;v'`in.t.s�;��. .!._i�. is7 Z_JeV��4}yta t'».3�c`��c.'„i",-�>i�,�..<1�"ir�._...wtz t •4 Y� �r '� �si.:�S i.re F� 3[.. ..r w,3 ^y.fA,,i¢<r'ei`?..aS...dSu•.ii`rr
Roughness Coefficient 0.041
Channel Slope 0.05800 ft(ft
Left Side Slope 3.00 ft/ft(H:V)
Right Side Slope 3.00 ft/ft(H:V)
Bottom Width 8.00 ft
Discharge 34.84 "s
'✓`r..yYi.�:}.. .:P{'F':."v'i,rn :�. ;f:13 ft^' .o�ri,'vz.Y:3'3:� .�?:rr Nr t:a,.^,K�.�..�_�.. .H� ,XsLy{t{ .„r,: .N.. ,•y?r -wywA'l, ..•rc:Y<>t^:a+vr"f
yes i. •. � y�F t 2°j'a �'..•t >•A � o ro a ..f, �''.o. E`fir. t.. L fr.�.5v�` 4.
{ft"�L�li �O�(u�$�{'� k��y,�Cy �. ?�. sg���i�,��e�'t�,��'v'.�f,r<z2!.��-t# .'. fir* k��'.'�� 4 '� y�`}'`� ',�s�t�" ��'Jv ?i}"�`��.,�x�u�a�e4,i�t`yF.t-f•�
t:lld¢%sx'nti^•.�.�.i``�a.?:.0,l'3.;,.X.�SY.I y;:$}:.... >.,f�.v#;es':�1:.ia'x3E'L�,.�rL..`vt`�5��113]�m�..F •.f�D� t?hEt�ti.n.�..i AG��'��0..�..Si�i3�u.�L �� aL �;ita:�Ci,`.li»�iJIvZ'iil��;
Normal Depth 0.63 ft
Flow Area 6.19 ft2
Wetted Perimeter 11.96 ft
Top Width 11.76 ft
Critical Depth 0.76 ft
Critical Slope 0.02947 ft/ft
Velocity 5.63 ft/S
Velocity Head 0.49 ft
Specific Energy 1.12 ft
Froude Number 1.37
Flow Type Supercritical
,`l' .v>%S,:' y ;.•fir..:L" '.^.S "�'.C' 'b:�E'>',ti:> �T.s i{:'.r - y'.:xr c.:r,., ;s••. cC.^tr,.i[ tr, s[Y'?�`"",et�e"'
.t4� .,`,�''°•3£�qt. i�2 }� °1Y��,.zi�`�.'��,,2'�c'T����,><��� {r� � 3 �».'_ ��.f� �' � e;`� ¢ �` �.t tax"}: '`k>�i�z`rn'U1, 1 +i(['< <�t�t p �'a' ¢�^{f'v, y\ r Fs � ",} i !F&: ,� �;it�r,,,:'13:N t�``•x ,.4<'t'n. s`
f)alti:t� �ca :.1> t�r��? :'�'•SY1 .:.)r�x��"oi�..lr�"�'�.al�w..>,>.iir�t.V,.<.I.S{w,�i�:a`�..,r'``&:':.,..,��3:�`r3 S+1<�.G�a.v Ra�. t.axiT Ik�r�a.3'?:��. � iER1'ir.:�"rsa
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
�u•';it; � rS`%+':'�`� 'i'�5�:"cls�"�-••T i�:..�.>:{k!t >sse•- .,ii::'* -{, `rv�., rar.:> +cf as�,. .`:r{':«n.+ ::i+" ..1"',"Ki �?tzFv:y� �C a.�g.,l. E,
t���a. c�'33���t {�iit 3.j+ ;r'Je tE �a�>'''isy��� �tt5Vir3�7✓.�� x l5� �;�`g��,rc �'{d' `r'�'.!tt47�^.,�� ���� �3 Z'F S4� ; Sxcw�k'€���'t,���`
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity. Infinity ft/s
Normal Depth 0.63 ft
Critical Depth 0.76 ft
Channel Slope 0.05800 ft/ft
Critical Slope 0.02947 ft/ft
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North General Aviation Development Grassed Swale - 10
..;+rr'�v>-� x�:�_ "4ti wi4y>x't i r,'.g'jg�r.:p< ;x ..ew.. .g.:'Y?:.?: ar�s:. :'> <y^`�'-• :•a'icE: - �;;: p*o>r�;,�;
z'r'ci kr:��� ')° >_i"� °G `� ,��1k `�` q�I�ss• �' a f,� a^1k";`�' �9 %. - F �' ,
r^ 5?'.�+'` (a' t u L, u`,P""�;a>..v > uG>i' S { f wee �'..4z tf-ir}.`5%•"�;,... ft `t `=ZS;,h - 5 t 3°;`?`ty�`A3 w?:;yla'
l �;' O r, $Uj}��(�+t hi,, X `�.+1•. `>:�;C !r,},� ty > f ul Y 1 $c 3��5� �ti,"<. �d S'3 g t' Lsy4 e x�y, .F R �'
` .d�i.»R�3y7.'u+# !:es`.y'�
Friction Method Manning Formula
Solve For Normal Depth
r�' 0 3d ». :="g> .�,' i14^�'�' sx > 3 t,f € ,`a::�y' r. ...,�u�s'ti`<zf• i�t<;t'��ti•'6
1�yD�1t�J�$j":l''j[� r*�`far �y`.��}<ss ;'� ,,.�., hC��T w,��;�� �.�v) �;y@�.-��ak•S' `'�,�,s�'w y, F� 4�"F`J i; {e��i" 'F�c �1",sSt1 C,��RH c�• �,r''`S is•�
f�u:if±"t�Ss `.r,��i�?�-�5�4'���J "�;A.Yw�.`„�g��3 u:�'' ;:..:,a:�r�.�a,.r�t'�.x.�t'�..��.. ..Y�7 f eZ"�'y sl�s�>�„�5i��d,o.•rXT.:..��u..o,3�2i't 4��t.�,jc�'`,2k��'iCkf Z�f��1i 7:,n�Sx�3's�.�i~' it"i'�;=+'V,
Roughness Coefficient 0,035
Channel Slope 0.00500 Tuft
Left Side Slope 6.00 ft/ft(H:V)
Right Side Slope 6.00 ft/ft(H:V)
Bottom Width 14.00 ft
Discharge 2.84 ' fts/s
> a�'�--:.� t>:.xN .�, ::«�.••;•:�r. »�.. ..�,,,su :ter.. .,,
j "�� /. p'Y€ .'�E': W.., ��.,. @x'FS:�T SY,�+,"b.. .F:�TI�i. t"��k�AY��r�suh�za;.�Y.tii4l'e r?.�r,�,��....,hr-r:,:: �5i'X•.. ;C':�.
.� 9�. Lr o F:t.k �, �*. � �` ti � 2`� � '� ��•>��'bc r� '+`��t•��i�S .F.�- �•f 4t�`
`,�� r� , h�;ka��t� fit ,��t'�t��•q��'} y�1�a���.�1l��0����1 a3`i�rhk'4�'�'ti '��S��a'y�'r�`gs+'�.��.ay•Py�(�b��s�{�7;.,.� N,�`��}�r�.`, Y" ,�'`
.1i�::�s'SF,E?�.xu�L'�31<i �`,•� R):Y�'�,...`�.a�.,..k'A�.e >..i@.}`�,^,�...a�„�h„�Ri�,S�„ f�.r•..,V.tS�>t..X.Lilo}�.ir..�'uxns..:k�a�3.r��.,.y.�.z.zerd.-."F �����c. a'33�r3r.�T��.'..��
Normal Depth 0.20 ft
Flow Area 2.93 ff2
Wetted Perimeter 16.00 ft
Top Width 16.96 ft
Critical Depth 0.11 ft
Critical Slope 0.03812 ft/ft
Velocity 0.97 ft/s
Velocity Head 0.01 ft
Specific Energy 0.21 ft
Froude Number 0.40
Flow Type Subcritical
t mx`�s.�s -��f"�3t^�.,'^ ity^ ,};...�.;�'(�a3" Tr>rz`-<.:� g .:�r..,< :a .rt ',�T'. 3• te':i a v>
y '�� 4�3� �ny°'iji•�h1��t�%��fij13S ,'-a\ c�`�`�,�3+(�` L},>��, �`5�>a'�S°i ��'- �?S 3 � ���f ���'.
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
f" 4�s. Y w;c: c :,cr v,�'F.+c.Y,ry'q,c'ki;i�w'���'`}.'„^F'.;'.r;• .s�s�xf.Y'•+jpR.j3;4;��".Y Y+,�}• :�•�:S ix`.. .r"�-• -„�`;'' .Kspt....a.,y�%w:+. ��,s
f� r ,!" �y
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 0.20 ft
Critical Depth, 0.11 ft
Channel Slope 0.00500 ft/ft
Critical Slope 0.03812 fUft
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North General Aviation Development Circular Pipe - 1
�... ,T.�E�". _ ,ti3. � x"»c m F r� ,?•2i'�'r.w[•'y'kY �^M.+ sr c.• r e,�w•ir .
r Qw� y�$}1 n '}S E'�3ra'•t �5 ��''�2rtyQxJ}>� ��k `;t ";�si"^,`'.,y � .' ✓;���^k't�'?trt�3,.�ra<<,�.,�+��r!'9 :;+z�,".<fr,q �y' �� •.�'�pt•'��X�"�°
t1��igY„���1+ �4��1� � �'". ��`' ,�.Lv�" 1. .,'�'?,Y��F �t� �.��i rJr F�t�,,�l�'._��.N '�,'�,�¢•Sy'�tl`• ar k�L�'�d'1���ir' �v�4��
K++r3a 'S�,S-tr 93r.E�f�$..it.51Y«,fYul'g�,3cy,,,4..a�;+E a r•.�sxie`sSi L(.6��l:" s:"�A,".�`*Y'it.5n�.'�3'l.L u��A..�.x1t�RvYli'�iiCr,C��r�i�,t.L�r a�'m�t.>l cdasrSY�Y�e.��,;.�,'r:' t`��F:I
Friction Method Manning Formula
Solve For Normal Depth
'+t`t�:'���C�/`'.i c�[K;'�.%*.,;jy ..tY.�..q1>y ?'z°ryc'd{?" :�°: efi'-$Pi:�.'^,' :3f"F...1'v"Y.iye? ,•?.Y°K; ;Kg..tr, ::.>':<,.9{+ii[.h" .>`T 4JX';[a sf- ^:1
.'�.�,ffi.? �3 l r r� .r'7�i cRh'v f r r y �� S• Yti u � a; �� C',2e �� 7, •%„t<.r �� !.! y
L } 3€q a.��j{` ��,•`sSt�, 15' „g.s�J �� �SSt S�1�Q$ �P�.�i<SL'�CyJ�r',"G?'`yt,�a�£i� nS' a,H�'.u' !€+''�t`rf � t zL�T`r3<6�', sp{,:y}
ff'' ,a.. r•ka 3�w ai "l�.t �s fl3 S.'S.r�� °AS 1, r.� �?l �".�!T.�.s 'eS rr a"l� t$t4°£�ij„..ttt�'3'��r 1 r eY•�`Tl"�•- �''s,, � E `S
i?•t'� .. �
Roughness Coefficient 0.013
Channel Slope 0.00500 fuft
Diameter 2.00 ft
Discharge 7.30 ft'/s
i:�F T "'L�'rra;e:yfif?'.n'..r.5,'i^?, .r.cS7:a"tsg`�::.r y' :�a^ ,•',^;N�;`:.;r�tr;� xyr�x>,sA��.=.a.,r, vx 1 ':dev< ,.,$,, xp �. .s<;sa,. A 3,,..?,.r�
-�r �iixS.�x',,t�,�7.� rit�Fy�.�'r�.� ��Y's .;_sY���`E;�:�y�n''�� �ir.:;<lr''!f'tx���.�v+nF�y!G;.��;°, �y� '' !r`� ��gY.r'�5 y=`�`}��e �-'a"�.�i'cx�°`y'.`•�'; �s�"tt1',r"7��.K12r��µ�..
?�,3�a ���N�.�.�}..xal.`u':2::,�.�•.s^cx.�._ �a.:S#�s�i.".a1�.at� �i��ai'���xn,a's;33z�?`''��'z�-3E��i€�"' '.€r� 'l�ji2`t�il.°�3k.�r" u,,�c^,��`i�i� C.�.�.+F
Normal Depth 0.95 ft
Flow Area 1.47 ft'
Wetted Perimeter 3.04 ft
Top Width 2.00 ft
Critical Depth 0.96 ft
Percent Full 47.4 %
Critical Slope 0,00479 ft/ft
Velocity 4.98 fUs
Velocity Head 0.38 ft
Specific Energy 1.33 ft
Froude Number 1.02
Maximum Discharge 17.21 Wls
Discharge Full 16.00 fN/s
Slope Full 0.00104 ft/ft
Flow Type SuperChtical
, ':.'P•�'�i ..� ���.�,➢ VIVO
'T:F<�?3.rc�:z.-,n`tlkZ�y,'zam:r.t`,.i��.a.;'}HL+,'.Th�y+%�,>f:;,l'artiM1��a�7�,2.�r,.'7•?a:ss sF.,�'r�i}•'�C E�ct enSsr gn�..xn�-.�;�,�`��?`ic�?;:�.`�1'�=7`�r1 d>h�•'.4YR�d'?7°�'t �3i�'•>a ta�.-:�.f�<°*.`ci+��v�..l"z.:�n�:�.s��aCt��'"�`t',s�Z,y`v',T(;.�Fg�'�.>.F«`�S!r�";tp�F:..��....•.
�,zt3'�.r''�,:�rr�y��.:>Jl�2 a•'��,rS�'.Y^),�^,��i3'i€R
'
•3..kY, il,>J, <?diw z.x.,n�n. ,t�......3:S.na,>. et l,��. A,i i,..,a.s .rui75
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
FIVE
�y�", it .q.. �'l:.�iy�'?n"iJ€,5st�2�y";% W"".kC~`i7'is'?ki.,,.a•.%v �,�� -.;r.�� �z qs'rx:'c�i. *C.'...:a:+7- x'
F If } 2£ yF 4y4 } rT ems" s�XZ �7 a3 f A" I j� Y1 Fy. 15L1���� .3;: ���T,.<*�r£ ��� P'+t'�3..�~.+•X��;�'�'�.sk���`k�`�tk��Sr:���za�.::��,�T;:�#c5,��a.3`''�Yv9'e .�:Zia'i'.',�'*1�"r'i1��%bv�SS'�o?�:e u�,.' 4 �;' t;Z�
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00
Normal Depth Over Rise 47.40 %
Downstream Velocity Infinity fUs
Upstream Velocity Infinity ftls
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.066.00]
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North General Aviation Development Circular Pipe - 1
T:Y•Ra';x>'+tlm„tr:v :.'er.xyna: �';e,.fl"u �.y., _;-R �'4it�; y'Tv ,._�by HR. ,�,
-r3- .�,. ti}}yy},�Vki7 tth �' 3•r' RC ° ., ' �� i .iy-T :.z Y �� •£it� �f •Q? �7
r }y ' a` YFH t 't .,f '�i 'lx ,,•t� U T 'M1 '' ,,,��:� ���s2..,t:7,e:� �
Normal Depth 0.95 ft
Critical Depth 0.96 ft
Channel Slope 0.00600 ft/ft
Critical Slope 0.00479 Rift
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMasier [08.01.066.00]
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North General Aviation Development Circular Pipe - 2
.::yy;l';a:s!- :"se��,�,:.'t.:�.y,,:�<_ '�: .. 7w �•g�.+*r.i... 'a�:r.�+.ar���z�: .-s,}...t•ra }�._ st'F 'r., "•+rY.- ':.Y':' r�t;.+.;3.�o�t;=:.x,,<�•y� .•.,n.
,g'( •"' �{ ,.,iC irk; >,"�e�x �r�i• �•�,,5,:�'�t� � s:w, tw}Y a io°t{i ����j�,'4"!"���1,yJ'�,,';��f� 'tt ���a '�1�>>t.. .�.,�t:�f,�E •.i�.�
�(ys�,��Q,��'� !Y I�I ���r��n�' } +3�z�j 3' ��Z����, 1i.�$}��h•'i a� F} ,.�� tY sj �'"•�'jt' ��. �i��i}�a �:>i si?�3�r z at¢��r�s..w<�nc
.s_�-�";�2�.a �:s.�VS�Sit.:,t>��..z�riu�`.;�`� „CEAa'�...ws�,llPl.���..2�.,w,����:_i3�s�;..>t'ATa�si;:�: i'z?'�4L'�.�.'�,�.�a..�` $'���,�t�a.t7Z„tt�E3...k4PkSm�'.� ���y a...�'•>C>.•Lt�::�f3��i
Friction Method Manning Formula
Solve For Normal Depth
^s. :�3L •w•>..- w::rd•!c"i2 ...g.; - 5S< un= -..ai.'�i4Y'r. -ra..<p]'.rzssa•.f �;s,••fisr••. e?c •Y" s�
ai'• ;;�;�, 7�n =•� .,� rn�,r .rc 5� t�:",., F'�. -s-•; �>.,..71., yes 3'�.:,�.�,.,� �r' �k7S' M* � s
,ray' }}t� � '�,S .,,e �ems; � s {•�'•*q 4 �a �•X=�`mat �":.�" �xq t;�:s:_,rs�,,�t l�u x \:i��'"R,:;�. m 3 �'.
�.��C4+J>i F� Z`k5 '4 ;k�'. ft `+•� f�1i xY��£ C�+� �yl �Yj`�t{vtiz: `�}t:'2�.,a �Y'� � '13�taZ p t,��� .sl•"' s ` �e'1s,,t Y`2�tK��r ;
r.�"i �4 Y.,. f3,:ex�l?..�.�" ?£�l..z �.1m1},.,�i'a •id�..-.�Y�:7��a•hG.'7k'Y2...�i'n 5!?�3.....f�..;t..�x.,,r,..��Fi,'�uGYLM�is.¢�,�i?v.,sf,G�S.'T�,s..��^.'F.'a'�:{'.�a�4.A�. stal.a>T-ti"9
Roughness Coefficient 0.013
Channel Slope 0.00500 ft/ft
Diameter 3.00 ft
Discharge 10.26 ft3/s
� W., .):M.: �T:�.r..1:: s'1'av .'tr h`. w,•jRS-a g'r-:'s!9. ')aal tia•"'>;S[R p`^7'.iv.`!«1S:1C`j 'L" i:.E'!1'��!S.!�5\3%i,"e��� '2�:+,..
`'Lds�S' ` 's? t� ajrz�h+ tSxF�_ t �F� el i'�#rY $Kt,[ 4+7 '6OGA0, i� l`'' ���t�
p (Jllgis. •� 7.l 1 `,> >. ?s '� rF tlx s 4 �.; `+,L �., .�x , 3+ S•li �-�p•, r
a We..b.§,fi't•. .a.e,•.iY'fLv:,. t�z.'S.t'#.i5-:Y{ .::fit 5�':✓hsN:'�Z!Ctt;' ,'._+ :s 1zS"•s ;z:F.;>c.,:.as'i•M..�ea.1.,�rc ,3�;.ra ,:zrt9slii:L•`.``''.::z K&MIe%:k.:T�::�Vii a,4•r,
Normal Depth 0.95 ft
Flow Area 1.92 ft'
Wetted Perimeter 3.59 ft
Top Width 2.79 ft
Critical Depth 1.01 ft
Percent Full 31.7 %
Critical Slope 0.00391 ft/ft
Velocity 5.33 ft/s
Velocity Head 0.44 ft
Specific Energy 1.39 ft
Froude Number 1.13
Maximum Discharge 50.73 frfs
Discharge Full 47.16 ft3/5
Slope Full 0.00024 ft/ft
Flow Type SuperCritical
,s. r. �.L'u+3i'v,•=,• r. �p rfrs^` '�F' :y.. ry .. t><>sc ��' ,.;r;¢�^:. +a n.t.•' ,i;�: t+"�^a_•t;rw rr.. � s.
I'.• 4 � �'{'�[�}- $Zt{•r�ia{�"?�,3�t' �'�ij:i�.'S�.S�. �y; r 't�L'�s�•�'���,`jn .�s„�g7i`' ,t°�.,+'s'�t� �r�`s�!� t ,;Y4.'�ssas�s•.�y�a�f;t,�F��'� �',�t�?ti�"�E��
��.FRi�P� Ta�:'S �� �i SP� �.• ��'. sSE'i�a,�c'�-'.s�,'s.�";.'s,� '�{A�'��.'�L'3•t'�cvSG"? f'�.�"�•':'' � A �.���„�sr ���,�'s.,l ahi�•.P
�.0 � 3 rl �, �i'v:bs xti Ji:3�iM3Y•'� A sia�.. -3,!si:a� nl,:..�:.nJ �. > in. lo,.`.Li•feku,;�,:s 3y,,,;,�as�.:7.A.::a,u3.
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
;r•n .n?c`:';1sr^_ :^'E'�y'b',t Cva?„�5�.,'.;'.-...,�t,..��ra'. '-.,ti,. •.�:;� r. :�' a .e::s�; .'r.:r rn .�U,ors,., tat'--'z\y.'rr.�x.:ta 5.. , ,„t.. ,.a�1,Nrt
`y,�/ t��t !�E[Yy `s't '�'v�'`?°�Z'l.��w�g����k�' imti.-a.M�`�� j��'i�� �s �.'a >��i..�- (�E'"4 S�$�Ai+��`r��� iEY��`�`^"� ':y};��`z:�'T•T'•'�Y
6W ,L,�ii� l'd L��SEktrxl�s j�`.��.v'�$,'d�:9 i:46.0 4.'30, sx� �„•3r: z_f, .#.ate<,:Mc�•C'f S4.�S?:G� v e'3S.• f;..L J la;� R21i''�,F+T�-•,, �e..AL't�q$fiac '
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 31.68 %
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Bentley Systems,Inc. Hassled Methods Solution Center Bentley FlowMaster [08.01.066.001
1011612007 3:48:41 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1.203-755-1666 Page 1 of _2

North General Aviation Development Circular Pipe - 2
.ra•;;cr�,cvyji�3i�
rk��rk,f`
f::, '� �] �i ?b�$'t� �f� �}l f'D�" 1S. to tk T '..Y.A J 6 ti �' ;i`R1�y l �3• Ti'n $ ,�' ` 3r f" �b'r.A'i>
c, sfi.,:.;v a !., ...tc1 a x..F.vXd3eah'��`� ,Y�.�"i�i.e...3.�•a��JSv �yY'�;.au��.rit:.�i3)t�T=�.��`ir"�L.�t.�A�c��u'.f�#.?a.�3"s �t�!�]sm�'-����:Fb��;!'s_'a93,�i.,��e'v?u�a�
Normal Depth 0.96 ft
Critical Depth 1.01 ft
Channel Slope 0.00500 ft/ft
Critical Slope 0.00391 ft/ft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.066.001
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North General Aviation Development Circular Pipe - 3-1
',•xr a#ov,,p,.-::a(.;•zs "Al•Y •a ¢.. i "..r h :e .:FAT'-O"" . ,x.�u,>rax�€S es:r.,
��.:;.•?VfiF;+t<=� ,.Gr. '€- :fzi:'Y g/'s,'li:'.�-�,s,,.� �ro,�,t.'?-;a"i..•'`t�,�i.. .., ar ;',f':' "fF� {,L•UiiiT 4.<,r;i >v
" .ks Sy,. .t•. `t£W41 'i / .y.^ ');Rt�.SJ�Jh•.a.,.,b`s�`5 >.y';;. t. 3 �,;}2\:c��'.tu .:t.<.�"t ,1C...:j. i ,,2
.. Y rF'a:.�3I";t1J ct�, ... Y.Sv J:kye3:'l. r.S't` {y� •. '`Csz: :i •'�:,J'...O.A,k
k� .'�.z}yc '�5 zy`hti>'� )tom. z Asa / Q't ;s�i� b v<�,"t` � )i'S'. !y `.e�:` fa} Y`'rkv
4�������..i��,s�<:t�24:Tti � a;a s_:� ,..us a}._..�tc�7 .i§��,. ,�,w.� .�.f� '�,&�..�.Fau"c• �' ?, tia,ru;..t s}.
Friction Method Manning Formula
Solve For Normal Depth
rt:': •:t•`i'��,", ,,.'3ra ::•K<^. ..:i:.e•l:. ..i:�f'Y.•W,5•'-.i= `^kT.�vh+;-r•: •:r,,3'�N��:s'••z
.o:;. w:� <-.<y� 1���' r.s:'s s :^>%F•` .<:».i;r_ kt ..t s s� ^6n,� R. .� `•f.
:,y;." :.>Y+.,:'i ..fig "�r`"' r7 ,aI's k.:>ra«. ;.:`,5�; ,.A. t •�`iY v'?:e. .,.k�:�'.:..�°' .�,,...;;`.� ..ft.x:<`1:'F�:.r Y.7. ;;'.t �'r`:z'? .-i.>, ',r. •:4"° .:te�.t.�-.s. � %;.r ^;a�3 ,.r. �< � L-s`,:• rf�..k'•,y't'%:�`{•
�}y ����
Fn�`ne'�t`ts'sz:3s':ri2z• :t i4 � c?i:..h?21+�is hx�3�}&r �. '�-tryyti:tr�b�r°¢i',•f<^st. ?.a`ft,<✓�.0+ ^":ac3.« ,r�.�t.?.`s��.z"' 3a.R:.4`�';�3:'a'�? S�V 'Y.•3%S;�4»i
Roughness Coefficient 0,013
Channel Slope 0.00500 Wit
Diameter 1.50 ft
Discharge 3.13 ft9/s
.w<^' ,<..�:�:,, rr �:c��.. .�,. .:v:;• :.:r.y.;,. ..ft;aZmt,�.,�>:-,ta�e;•�:z;
p' :vc r• •)x.:<�< 4::�:;,�:<+<r�+ •;:'[.;+'^ '•7r2`t< ,rr` ,9. :b. .,i. s..
�",1+:.... �c.Y�<.nt.'r 'YW .�'• { :,�i?, k<:n ttyy ;:x. .z.�� �V'!T%:.v. ���S�SS\'py�..y�:�.. Y `T,.,},i,� s)�.
En (�� k$i��P'<,& l� ���5_f4�� � ri.�-)y TC i`�l g,-��!��ix.<u;��.E:'E�<y;�[x4es.;y�� �+e��'-n°,,.' %'< ?'uteri` Y��:y .�XF, ,�.� DYv:•�4�;t�C;n 5,�'��;..
[Fr$fR�(W.�a••Uu�} 7.,<>-r.i r �S a. �,.•i, r. « :::'-�<z�:•'^,h•. .-t):••rr '.« t�:z�;sy` •f.,'.`;'�:'' ;.'�s:�rtt:, �� c# f•� 'esM Y�>N•f.��-. ,�.c.,,.,
[',,�"�RRF.t?'��y�<Kn:,.x.F..:",,??.,.r<isa'��.v1`)S�.I?'Y,.BLS:?h.;ismv>=,#eu<F)hf�T�lav,:a,.f.�:4�alt'S'.tse,.��W��.�,e'h,� :2�.t:kt.,nt K.a•�7.:!_n�•:e. .fw..�<„n.. `:.��,n�a,..�6s>s.•.� .:Xi��s.�C•StCS..ze..n7Y`�;<,�.h.n:
Normal Depth 0.68 It
Flow Area 0.78 ft2
Wetted Perimeter 2.22 it
Top Width 1.49 ft
Critical Depth 0.67 ft
Percent Full 45.3 %
Critical Slope 0.00517 ft/ft
Velocity 4.02 ft/s
Velocity Head 0.25 ft
Specific Energy 0.93 ft
Froude Number 0.98
Ma)amurn Discharge 7.99 ft'/s
Discharge Full 7.43 Wls
Slope Full 0.00089 ft/ft
Flow Type SubCritical
„"� `C� l;` K�EA,G ,,��•✓(.,i L�, 4 fi � .3 `'y's4:);iz Z. v\�y�}_ �L •G �K.�k� r rw � a�x<v�:p � '� tAf .l's..
#� ;s'.�. <,,x*i��.�.�a�`.'s�:aM'�`'x�..�R�.�i:��:�ka� 1�����4:'�.;�t`��r�a��„�.?-���� ���,�� ������,r;�;is���t�.��«.�rr�rs..�; g •c<•
Downstream Depth 0.00 ft
Length 0.00 It <
Number Of Steps 0
,1,,. >t. •z.• ••s..f:• �svz.' ,..a;., '«x�xa�.�;.c., ,��<�-<,;•Ei• _... ,a{�e3.s'- 3<f?%i,. �e'SI., - i+:s" .•ai;':aSi<*"i;% .��3
.r'�A".3�3', :; ea�•i�•�'.r..ad°�:§��€' k;��< �"�X)='r"� izf'i��`� a_. �r"5�.. a'�: •4'� �- �: r_. ..r •r.,. '.1�.'�a ..�i
tt� '� 1[-'�.z �« �„ .;�@l' gt ��pfLax,K•rs.y?'.L 3`xc ��-�k�der '�", � a�<El.�,*'<f-tfr i' v,s ��' c�"t�"�� > L �n
L :f;�e .r ��.��7 >� �tl�tz�L��=`�Z.X' Fa-•ki �'.'�k tp 2;zr ;t��€ -z �. �E fs 5 �� ,�.5' �'j��'�1> r G �sv :a�6,�Ft4
<. S z�. fi.;�- tRZ.3'des.3�xBU�I"ii:bf:.,.i�J're�a<''�iJa�FJ��.n�i::<it��: A?r..3'�.:cta1%s; Y•.�h�r:<F.';�s�'vi�� a1.�y'Yskz'"^K"1�'':��.,'�:�.��"�.�..'�.'� .n z:
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 45.31 %
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01,066.001
10/1612007 3:48:50 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06796 USA [phone] Page 1 of 2

North General Aviation Development Circular Pipe - 3-1
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�`. ;�''S'7'.;^•"?`��<r -�"' .e v �,^.Q � a '� x za;{ Syar � �sX�� e,;.?� l�<><•r ��.5
lRrjnyy'l r �-1
t k`�N i�r�`����y�l�),y`��'a 3�• �'t r�<� a`,c.<A°7
4i21nh;,`� a�..ta?1;
Normal Depth 0.68 ft
Critical Depth 0.67 ft
Channel Slope 0.00600 ftift
Critical Slope 0.00517 fUft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.066.001
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North General Aviation Development Circular Pipe - 3-2
,.S i"� - (�Y(<��i�T2<:$'': �t i�i�a; ';:si.;n5eew,y:k�:H"R ,n.!1`.•ctf:e'.<r.�".`:tEc' ��:'� �45�-� :`Lt'�' die'-.r; :�v+��z•e�c-�'7"r?>„'��e
I.. ;?�' _\"t� [.{y. '.�1�li:4� 2 St$.d n:G:�Y � 4u � Y.? � .7 Y S-x 'l vi�5'�•�S� � �t.�S�T� � X J 1h'��.f6
''�'�, �$ }� } � E a 9,�7�>• �jy � ->k�;.t;�,Cc k�'t�;���jS €t}h( t��'< '� s. itSF[, r� '��<7�-iT,:��
��:'s���?'rc��vr.i�t?���•k���;�,t,?��l M:�t'�i�Y7�;s�Xs�U�s��'�.c. ��'�{�:;il��.��c�����k�i�a�;�a��� �3�i,z��: ��. ._c�Flaf�i:;=s�tY'".x�„'�'�'�;:�.te.:r�
Friction Method Manning Formula
Solve For Normal Depth
•��,•}na..�.. ;a8^S'�`:'SY..'Y', (hi¢')Vit,1` ':'yii'N<'d`Zl.p'i r. '1•lA'>'Y;2.y ;;I;�:Y:x,:b,y..• •).$.y 2f"eTf"` :•,� :ri>`: w.:S`v'. 4:•. .:5,,...•�t<2,j: •n'�r:4+:ITn,>'S:'$8 ,yte t•.
.'Svs. - �,i$�.ctiyyii Y 1.,.:�};.�aY"�.�.iexa.s�,�. at,..;{.�ixi '�,r`'- C>r i�..Y:::?:<-:cli 3i�:E' .,�_��.,>•s;#2�`'�t�yT_^ -'ke?,`)1; "t's'E .L,�3(�s'•;.��$:itt1...2,. ,,.,�-.�''.,.z). .�3aJ.�t
,FI�,�g,[ '�jJ(i[1 g��'{t x(��t<�i✓' V;- aG s��'�`� � i G '`C 1gIL.�'`��K 151»�✓J sl��"'���<s<.E� �` KP,,,��3 sr '�t"'�'•t�j�� i=t-5�,t b£�j'�,7�✓i f�
S;`.ti�cui:;.;? �v�i'c"aN3;nw.�:'E"3<..�}..e.�f t<..s...�a'�7.�4,��.�rXvw�Q"1u..Si.a���.��x>S.�'s„za'Nw3_n..'�.w.izo��'s-�xiEl.zY�,.:�.�e>•«�Lv' u.��'�.ii�..hrv.?.c..t, �,.s.�'
Roughness Coefficient 0.013
Channel Slope 0.00500 ft/ft
Diameter 2.00 ft
Discharge 7.47 fPis
°i..T°v"`r.atQ.-�nvug....,,rr.-e:.•s. e��-5.1;;• �Y,-��wi=.�rr .sei `n�::.y„�^.•y�ai� ..e�'+c"5�'.:,.. ..�'e-xi J."^s��iew" R`zt:•'n,�', s,r.�•y;r.. x:rug2.:j:y;.R•,m.¢��.tr
.�'t�k ��h•�. eta 1t �"'���S� EE �. z �fig. TYr�'�c,�<�L �..2��fit�' ta"5,�.� z �< r� .x,�.���>y�j�<Z�r t3 ��3F���rf� 1v � �
t(oy)�',7'����A7 �a�''�"�`' u�3L,�'i`��' �;<�'''"k��°t'ssfC�xfyi' ��w.�q✓�3 r'��$ � .ptwf�vx.�,y�' {4ts{'S��'.t T•Ct'(��i yyy X�� tf}a �i�E?`k�2 .J•f'3 ` �Ap'F�1 )�<�'d?�fi'1 I`.:�Ay� sEv ••�L�'�!.3Yv..4T :T.aw B`i�....,.w.!'.+YV.�..... ��ilaf )u�':L`"i .t �l�C•(�:.<✓wC.v�a.':ft.. .uiVL-1�.:Si :+:diJ'9�4 'al3S+...'(M��.i.����'S'� � A iKvfcF..L.�.
Normal Depth 0.96 ft
Flow Area 1.49 ftz
Wetted Perimeter 3.06 ft
Top Width 2.00 ft
Critical Depth 0.97 ft
Percent Full 48.1 %
Critical Slope 0.00482 ft/ft
Velocity 5.00 ft/s
Velocity Head 0.39 ft
Specific Energy 1.35 ft
Froude Number 1.02
Maximum Discharge 17.21 ff Is
Discharge Full 16.00 ft'/s
Slope Full 0.00109 ft/ft
Flow Type SuperCritical
2C�3,z'•d ;y' t, r.r�¢ z S;ES �i' �# x�$;. rt�.i s 7ia t �"T rl C3 }�"`9}z a �` 4F1 31�GF
t �� ��y7 ��c �'��� ' ?sus z�'i �a��•'C` �S<��,i•�;��C �#SJ� y ?���r��e � '�B'F,�` ,''��'�j�c��• � 3�1:T �t�;?,�•
� xR��tn�ah�tvSTI�i€A�'r�itsr �alnse`�xX :ai ;l�r��s) «�'.s` ??��Lt�w. o" 33G �s�43v3
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
fe!:�a•`'r"<2F+7 .�:: E Ab'Y;j7'g,�s ? ty, ro> aL` ,fl •$Yi i, u`18� T(`�z•` �ik+zL�.-"a^•< J a i S:- '3 Xy. t " d` "T,�YH <w
�i t, r�, r ifi3 tY� f j, a v ��js s�� x v M I t�-e�i $ A.:- t'•'"rr#t$
f,�''�'���s3%��yu���Zs� t Y� 5�� �2�5����L�����.1� ��+'�i`�: Z����'hi'•.�,� 'F�" i�������r�R����dd���"�Y�.�+t���'3 r�^t:.��'.
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 48.06
Downstream Velocity Infinity ft/s .
Upstream Velocity Infinity ft/s
Bentley Systems,Inc. kaestad Methods Solution Center Bentley FtowMaster 108.01.066.001
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Worth General Aviation Development Circular Pipe . 3-2
F 1�^': .G •,y 'y';.w;K.;tl gajy'it�R l�ty']3 �y•. �c 'F".3.: � eft r�;•"7 ^f ✓s; lv y
�:��,�`�{���€�.�{�`Y�+y.,..!•��:���,f�s'� �x a'y^i#,l°�� �: ��2 'N�3S h+13n<."Y,<•P���S��'��.,�t�.IXw}�yJ �Ers�s ;�" i�i� �1��.-��f l�''�.�;.k�•�,�T,',,�5i�•b"y'•,�i gn31�'SyZ=y�a��r �;'a,'
�E;iC,{'r{ �J'a`'l:�r�:v«'3.',•r4�ti#�.x�'.a�>i�iiZl7:s�s."�7:„if 3.gk ..x1'rt+Yz^��:..i�., 'e�Y'??.`Y
Normal Depth 0.96 ft
Critical Depth 0.97 It
Channel Slope 0.00500 ft/ft
Critical Slope 0.00482 ft/ft
Bentley Systems,Inc. Haestad Methods Solution Canter Bentley FlowMaster 108.01.086.001
1011612007 3:48,59 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA [phone] Page . 2 of 2

North General Aviation Development Circular Pipe - 3-3
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.. �'...z:,�+; �1. s, .:>�,'s' tt��:f; };t*('.��..,. .ta .1. S.. �,yy��",yy<.'f..£aa.,,:a'�s`.^`.� t?a>tt<,,�,.Y;<cyife:.y>:a': o
Nrh{�i.� •y`t. ',/• <�yEW ! `) S,J '+� 1t:��"„V'�•;y •! / �Fe.� it�Ly u�ROt�I 4.<t:<.��k�\�•f'tS �.��._ 4 'tF�
'S,r �ixS,ys `bt�3.; J+ •L< 8 �f�� S +�qt �'2 1 ttt E 43� �•'i".�+
+.a,>'.> ati. L > V:t."f w z>N s:1"'42>,:+i'�'•'a.•. .3' .s f�.1 �tr/,a(,.. _�.lul�6y...��o.:.a,.,��s`O,\i,.,-�:f.2v.!��.�u..x:a,6;=��,..
Friction Method Manning Formula
Solve For Normal Depth
< 'Rf'-r°f'F.1':fi. v.�r. .'t.ti. +ti!p. ^.i[v r,.:Fm• y,..y:•f'T'-:i+.% "v0' w'Y:+s:>
C44:. ,Yr'f:^ ''�.L.!. r. �..�.5. a .l'L>. „��. ',:aT�•: .P.�tr[?:;* .±:r•:.;:Feo:<;>r<. - =+r -
.:,Y`:
�j �i. ti%, -x, �`:' 2�i><:1,?:;G;:r ;.^$:Y:f.�t.>"4��f'Y�'lb�s.f,>+'�f�}�>T <�'`':.�3 �a:+:c;.{.,1<y;",�.< ,.,Y��a�e•:,!'�,a.1�'S"+rs fi y� ��4'7 h 32�'7r`s�
�������t�\'i�`4'3'•,s�'c�,y AS��a,�'�i �.�•:^.`�c�i <W' 1� SGc � t`�rFFi�' i i 1M�°y9i'"4tF," ��rt+'��%1 �<tYdt 4� e���.e1 7N�.SS x*x" � ':•���>5'!���`�' Y P
c <3 X.�.Ta>��,...n`��s..il"T.`.iiy4<,s.. <�.]2•>.- !+��:ig,;;,,>j> S�•v-u,.. 2�,xv.�s.-..,t.ra�.; .51,�1>..4'ct. ��r,w V1��..F .!:S.Y:�.... t siC�sz tiis.1�St•.�u 'hct�E}w�.._...�.:j
Roughness Coefficient 0.013
Channel Slope 0.00600 ft/ft
Diameter 2.00 ft
Discharge 14.63 ft'/s
lfi'x <,^(=jti "�T:S'_'%:Gtit; L:�..E.'• �>;`C c vF.2'Y.._.V.^.•:T!:. ..\i:':' "wl:a - � .�.
-`!$t'. >j..- .,4 xa�'. "�:lki.•y.z n>i' "<%t+%t .'.•li+�•.v3w-.'7--' ;.S`;,;a.,�..tYeF.:i_:a:
•\. .'t� '(l�:.:n=Y.+ ..Y:^ �<..1n 'vta ''��'��i. ti;V�``i':'iL'..i Y-"y^•>il<� ,...i ,.S"�,�i=<"'��5..7 .�.���'?, ` A�, #;'•"t'� ��',�CK��� 'F,s r� .���,,}."Y'•;?,€s,`•.-t*'e�tS ,�`�,�;`Q lzs������•. a �e S f3 a.,f.vl �.�i� >,,.�+,4�.{•G3" sr'..i � L,`t +5su�
'�f�C�xy#!v^S4�sli:`t._�.'i.L�.ic� d?3�?%.C7�r,���ia'�3Yem.�...�„z.:t t>it5'iia��:$ES'�u'::�27i��e"'+LS�t.{Y.:rrt.;r��,:��,�`.i f ������vs-;,•<t�h,'.�'>�(,1�f'•� ♦ 'i.t°T3�, a '�w:F�"T��"•��j.:
• ..K rzx..t•'..a.-. .i > F .::.�"',a' „< � .>�:.J:u..h':3i=.•ii
Normal Depth 1.50 ft
Flow Area 2.53 ft2
Wetted Perimeter 4.20 ft
Top Width 1.73 ft
Critical Depth 1.38 ft
Percent Full 75.2 %
Critical Slope 0.00622 ft/ft
Velocity 5.77 ft/s
Velocity Head 0.62 ft
Specific Energy 2.02 ft
Froude Number 0.84
Maximum Discharge 17.21 fNls
Discharge Full 16.00 ft'/s
Slope Full 0.00418 fVft
Flow Type SubCritical
�` mix s,i^' "g+ �u.: ��v%".1 p.'t,..,;.. .,r-s. <:7't c"i..:C`t:;< t'., e++^rV4e:.v+ j>;-y.�.. F 'a.+-:::•: f v:a:Ye ,>'r^e;^.
, .;} i v $�,� � . i1'{;z f'�c +}'""�Fcrt���y>���n ti'F� �; ^.z•`St1\^` .r't �x' k 4zt�f"� •Ts rot��+, x s,,yN�"s r-��atsyZj
Ej rW'iX� 7i} � � Y��SIrgYxSg�L ��t h SE4n� i fly! i
t�.ds\3:.n�'. 9•�>ti•N e>< i�a$r d°'SG''s�*,s...k��'A e.. �r :.3 kSl'e�',.'�m+�.z�b.,i S.t.:Ut.�us.�rff.' •'ra..�>�aa(v�.:'�t"tt.'c'���� .ti`.*°3„�:v`t'k�is n k�''� Sid�3i.5>i'�1Js.8..:s!tt.
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
.•rl'zx'. ,:�ti f4:Shy' k? .�?,`.•'�'S`:�''+i's` '��`z ''�•:'r??zc' .^4a: :t�i:'?vss?'" ;H9r. _ -m,..��`" .i>'?" £G ;F:c?':?;T: e_»
jy
v: � ?t�J 1 ,}�5, � � r�� l:#+•v��� � � 3� }'� R��s>. ,£try'��, S�t�pS.�rt,.<�;7•'S (if�t'lT.,�!�k trl,��Sr\ +i> ~�.1 t��T,.lil���
ta��.�,,t Pa.�y, e�i��F.Y Y '?.L<s`�iti, a%3S>,t�3itkit'z'd•.i�S�:��3`iK;!1:a:t�`�..•.L��$ig��`4nn;4�tiyi?&��,.cad:,3���'.S�i1�l� _'s�t�h'tr ��,�„t.�,� „zasT# f.'i:.r`e��Yi1�'�'Ap��r Ss+i
Upstream Depth 0.00 ft
Profile Description j
Profile Headloss 0.00 It
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 75.21 %
Downstream Velocity Infinity ft/S
Upstream Velocity Infinity ft/s
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.066.00]
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North General Aviation Development Circular Pipe - 3-3
DINE'
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� �,;��;Y'� �(�,��,+t�l C�' ��,�,�,£S� r'x � �tx�a ��ii: � �y�,f,T�S. �j� 3`'��''�`' .u3;�cX.?�'v'�},° .'�iLf �r;L$'}�u���nSs,��,.��,.•r
�`�y.SR}�.?. £ fdtyl5 h� j`i�itF• +`.£ �Szf: els ``, r 1' z Isr�3!.; f i�.'1. :E:.��' f� �>ik tz..t tt't. r`&;r� !� HyiY�•
u:T v.z:c ...>.sl3Y:6(w ,i. zI OV.,�4i `2 R �3 r�1.z& � .,'1+: ri a3 n .�2�
Normal Depth 1.50 ft
Critical Depth 1.38 ft
Channel Slope 0.00500. ft/ft
Critical Slope 0.00622 ft/ft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.066.001
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North General Aviation Development Circular Pipe - 5-1
,xx�,�., ,'W.;)vi':Sf•.+..2.,..y�si��:.+T'i'?�.F#' Lm".Nx'T riaw ^:tS' .,..:�,.\::.,\r�..,R,... i,�p-ri..'CS'T: :'ttpni�:r2'¢ln. �.`tid:�..f�.;.:^',.'Xi:;f:� t:S'%r.).° .)�z".,+":� }�� ( fi:,�•����aasY7.;r�=��;�1��'� ,:,i�g�;, a.���.�.`�<��`Y� �'E�q :att., �����,���j��. z1•�q�,. 'ys�t��� V���,�.s��'�3 a,�,?�'
t;}7. � i' t t,2Yxa..a�:rib`3?�s`1�4y': ''su�.,✓_.C-1F.s z.?...\�,t&X;z .0�iS-.`4`�r -��:..,v..�:,Ma z+L.�xz��n'�s.:;3•'CSax`;�'w�,c...:x3L.� d:.�:- '�' 'sd.rz�r;Sr�%.:s.�S.a
Friction Method Manning Formula
Solve For Normal Depth
:N^v St2..:q - - �xx:i .t _ _ ,"rt a'l. - - �`:r3:: -yaM`•cE' q#'. f,"11`.` ..t.':< .'A:•Y.�..
;r,�:;• '•'�;:♦a.:�P�-c '-s� :e,F_;�ti>'r°t+.E-:.�e�. r.• �x�:,, ,��•' .aa' Si,. >��. .���� .a_-,a. .,s.,�=y :y
4 �;;-�S'�-�£ 3.5'�i,� t��i?t,�sd ti"'?z :2�� S�t': p s l f ? `c�s.s%;�2 •� �:�tsr? r+v5. S" �-�a `di�i. ::� �'�c,Y',ir':: �.
Roughness Coefficient 0.013
Channel Slope 0.00500 ftlft
Diameter 2.00 ft
Discharge 7.10 ft'!s
":J�' xiY.. .�..-,..G'f:^.i.t:L'i. t:A"�tY-y •'+Y,::ro..+....f;... <vR.srN ';35i+ 'H'' t•• -r4• :3.C'
�'.,., .� ,F4/y S 1. �` 3� �.,,,L:A� a �+�f.Faw n,-•-4�y'� �C� silsx.;i.� r�:ais la ,g T$ l�,g�k "'�: Ss 4'},sz:�,',"-`?'z,�Y�
k. �_.:� s1..r?'�tx..?',,,:�",'.,��z;�?tc�.#�ti.�?3M. z�<:.:.?�.k'ss'15•�i.•.s�':��i?�i�::i�:?3.z�r�v�.:x`,'.,'�.}i`, .��ee��"r„`°'k��tn,__s°„r��_....s.�,�,w�:�r� 4va SuCiis:.%:,'+ �z,': �t,"'� �
Normal Depth 0.93 ft
Flow Area 1.44 ft2
Wetted Perimeter 3.01 ft
Top Width 2.00 it
Critical Depth 0.96 ft
Percent Full 46.7
Critical Slope 0,00477 fUft
Velocity 4.94 fNs
Velocity Head 0.38 ft
Specific Energy 1.31 ft
Froude Number 1.03
Maximum Discharge 17.21 ft-Is
Discharge Full 16.00 ft°!s
Slope Full 0.00099 ft/ft
Flow Type SuperCritical
�,.!.h.9:A :V"� .'�s -<ti`a-.;�.�,. ..-z, s;.�z�. ;p,M„ .�,.;:���:S,.v.-fn.�f,,•,.�,Rv..`r:ssy�:to, •-a!x?A:`>-„�S*=i"1,.. .,�,.;>.`;e:�
3 -r`
, ( a �'� ��iz?,-i;� :x,.`�L',>.`�mt ��"jsciv.�+' q�z �,. •�'P"� '?,� �''� � ��• '�' �,. "..
, ! � ��=
�i„iSi'ik:t�z'A,d!5!T, ct`�sfs�`,tr��.��S r3�?;�i��,'>3c����'r��s t?.?!�.s;;ash:�la�i' .�3��,�'<`.'`;`x'u<. '��'K:•» a ' `�� s�->T l,. hSP:i.Yfi.. Y"YE-�
.��"+�,�� .cx .8�+sr•�}n`1�:L.t�ba:i�4;e,:, zzstt.�'�s...s� �«Y�?...i..�_
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
.,y". -L..s• ,wl .ri�..tiy .�-:fi 1 '.R:` `:psi: `s2:y),t 5 '",M".:`d3,1 .�»•: 4;• ri,•''7'.
�S#����4�° ti3 -�c.Ft,���t�:�.t��'� . ' '�. s.�.,. �✓� � ."' v �e��� � ' ,� ���T�.r'7s+.'P a�'�' 'vsx.2.�.:�
ztfs.S\_s�`a��✓s��9.3:�?;��..iw�ltct�..ti z'.'��rL��iS'}�l�w<l�� �+ sS5$^�- :iu `�t�3t:13{Y�j•.1�:9i• s +4 �t�' ,<xes�31�a�..
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 46.65 %
Downstream Velocity Infinity ftls
Upstream Velocity Infinity ftls
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.066.00]
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North General Aviation Development Circular Pipe s 5-1
- '�'..'"`�: ;r.+F .E.-� r, ;£y�-; <Sr.•3>: .k;•• ,�:•,K"C�s'CHh'ti+&i.'.e;,�t� 2._ i'9?;2 ^-r.:st•�c?s s�>,.,��cy�:..Y•. ,.�`�'...v?°�5x��.;'ia:>:x•
�,�. . � i bw'-r�' ���E�•?'r�ir+L�S
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Normal Depth 0.93 ft
Critical Depth 0.95 ft
Channel Slope 0.00500 ft/ft
Critical Slope 0.00477 ftift
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.066.001
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North General Aviation Development Circular Pipe - 5-2
✓.>a a,�r3::'fr: .••sL-"+3t97' :<v�: :a y.,,..';.. •vr^vtE,'z3�St:'.X.r ,>S.:K' .-ayF'iu.;•;ti,T•:r,'C.pa:. - err�.'.L. "v ,t, :m>rtx.:;^.•. �:. .•y�•.:>�3we :y,�o. may' ��j ;�• �i, x. 1?:� qr k}i,,' .y4".ed '�r.tt..r;�x� <rvti. 'f,ay; � y�e`';�3 t}
t ��i X��:�3�?•e.;;,:t� -, yy,�,l r ) x t��3}, d �.�"�:.i ���'�P�"£��'lxs?5���+�.t\43�r���i� '`/Y�d�1S)7'`J�,i,t��`�" }K �, '��i ��Y�°z.��_��yd. o��y l�`{ �;�Y+C.,,,•r
F.�rm� ��x���?:bu�N:T.�� .uv�a�:�.r...�''x�.jC�,�3v�3i':?����.'.e'.a�,Iti�7..�'� �`F�`.��tA��i�.e�FM'��c�rvY'�ar>�:v`"^.'i4ct� t.R.�?t':&44��;", .>r�°�"����•� r>�i
Friction Method Manning Formula
Solve For Normal Depth
Y .l:yYi.G= -q\U;nr .•.7...slm \.FY :T:'.t,`.3:5 sli' :UY :1`✓•'t1J:`�'v:Y1" .:i'. "A2S`M. �F:i4a' vain'.:z, ai>?? •a. ...�.
'� Yx,}'.�s �3�'.t�t:��yt•.3rf �a�a'�."xa;�:P.c. �i>x�"ins:t ,Irkt '1 :fiira4t't4 "',A?.x`i..iw,°5?> �t+0. tLS$'$T�'134<l�'. �� ��'�':';��4T,�7.�fi''.,3
F.;t..�� ���v2�e3� �Sir�.e���2f A.��.:w �iS�;:��w..��ta;.e3�t.�.�ti3"...{ �s rF,:�x.'rlFi}_'7.3r!.}.Y'�`l?�}'vr@�r��YY»�i�✓���r'�zalfi�i'_`m.�.��°;t�x4�1.xti3?.Fiii..sYrtts:��e.e.r3.r° �.�`i2{1.b�..s.4,z��'.t'�Y.':`'.
Roughness Coefficient 0.013
Channel Slope 0.00500 ft/ft
Diameter 2.00 ft
Discharge 7.30 WIS
"�h^'< cFr' ..slr;t5:•+,:;.r•r.-:o :A> -"",s.,�'d`:...�,rm•.r3.s_:,,�gc-., �y�/cjva•_'Y.H„`:.;L:�i:�+x ;�:x :�;_ .,�Y;'.��IV;T.'Y'\-w..'" �:,i�. -'xqk:
..,.�frut"�';F ...� k .r� u 1���3�.r c,�t;'�IrS`h xn�y.�"�gti��;;,;est�'4�i�'K "`fi;�"��k<�;:��;� ':.�£��.`',"i�����I�xC� v�,,�;r�Z?�`����•s��`�s�
��{s f�P$[j�� S�S `F. h 1 4 3' r qZ� �N � i� � a '3." d Y 4 3 �. 1=hk � •�,�rz 3;>� ! '/� c 4. �!� ll
NiG ssY,f:�aY�2.rtawl=i3::��.`;: Il:�ie3?. l¢�:3''•:st:9�:..)�z..,�r::k};s2k':er`,F'k���.n�::�v�ik?a3:�'�>d..�'�.�..'•tS'.�y'•�:s._•......a:�s.,.:mt_x._�.:Y}iY'.� .:..,b�:>tis3a`� �,t>�L:,�id?��F�.:573
Normal Depth 0.96 ft
Flow Area 1.47 ft2
Wetted Perimeter •3.04 It
Top Width 2.00 ft
Critical Depth 0.96 ft
Percent Full 47A %
Critical Slope 0.00479 ft/ft
Velocity 4.98 ft/s
Velocity Head 0.38 ft
Specific Energy 1.33 ft
Froude Number 1.02
Maximum Discharge 17.21 f?/s
Discharge Full 16.00 ft-/s
Slope Full 0.00104 ftift
Flow Type SuperCritical
�.e.Y1 .�. s tt:, =,`�7.a: 'tea�K.•,•a��':3gr`-•?`;;�.{�'..ri�`ia.. �i'it�R%;�o?;�^'M ..�,ZSF,�.,,.,.�,^,�:3�}�y:., •.zrf,.f .�... .`•;���-.jfdf ".xj�r�. �.•�-.c.r;j s.t � �;.:�•
i>'ti3i1���i!IS..�s�3 �r'b ��•'.•�;.�:?.S'.�Y�<.�fc`lE�,�3x;+r'�e���SJ>tt>���.lk_��vr��s�'`:LFX<4r�k�Yu i9c,..,y,�'�:#��,��r� �;"i�,E���•E...:>3��+•x..X�'�'ti�.
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
e r s m r zs �'vk. a: r� fi i �•c::, vrlir. f''
lG.,�iY'ft`'s�c(�� YC'y�{��t 3,rs� n .d11`�,�'I' S,r�>� 't•�*s,3'(�3�,eys,�,t.�+�j�ft ���kiR��*)r��tl��,��>�iS3�� r,��A'i�5{�f ?.3f 2��.�; � i`•�' ��''��ri, � �"k'''S`.�,.. ..i3�`•Avf
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 47.40 %
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity fUs
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FtowMaster 108.01.066.001 '
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North General Aviation Development Circular Pipe - 5-2
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•:a.:Fro-;.Pe•r,.:y4.�:,•,:•..nE:�w:? r�'..t-••-,:Y,rr<;; [-ay'q.t.,.��.cNtvies:. '�=?f.:' .•e. r'.r� :�cea,.:gai :ir...'�"��,", "s.�'Y.t y.•W „'liy:C'.• t9:�ir�v�L } .���e, .�: - `L•'�'���'S l c �:A���?��v-l Sy�i•��w. '��,`} •�nl,��?.Ft�4:�'h` c^I+��YrC UiM+'�'Q�Y^��1�°Z+hr�. i� +��t'�7s�t Z3�tA,.z�(s
iY.i).: Fb��a..c..x=.3 �.2•. �{7 s'�,.}3..,��°`�� �r�i Yi��Y ����ir ��i���...t���4,�»`}� iY� .FY? �7��si��.��`.�''1GY.`�S�e�an4t�a%i��y?�
Normal Depth 0.95 ft
Critical Depth 0.96 ft
Channel Slope 0.00600 ft/ft
Critical Slope 0.00479 ft/ft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.066.001
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North General Aviation Development Circular Pape - 5-3
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�.v f y5��, i..k;�5�•s^e:; .� �j��'�y',s I �1-�.et. .;3�s,'}��'�e D �l: a�.„R.":4�i�:'U���.-Rrkl�� y�`%'Y:it�h :a`i!
lei: ;.5Slil•Ii�J�`I[[Ql lsuj:; `�''�'e £t AcY,llNa.y cz;? � f�., r iA<'tr�yk _.`-L.+elk' Y s'3. ,•� £%F';r.� ,a.4r _,yC [\ C�� :xi si,�,. 'K �2 tg-�`�'�
'i,.So:Xsr$uit.3 .�r'yj:eSi��.�w�n�'.'�i}�Sa.,�NYMs,�Wj'-�''�'�i'.l'ti�d2d
Friction Method Manning Formula
Solve For Normal Depth
,,.,-..y-. y-t. ,,y;,i.. � R:..�w .�ry:. x<: +.V'd`. "Ke:. ,.el.Ytl.1¢9 � R�••, ...•4n Ewa• ,ir.;<','{•yyv`.¢..�.,��:,u..iy.1`_..%w<fn fro..:�.;%::a
( E.,� < �? s�:��,z;,;�F.�:.���:"�fY+�Y7�� rC�'y,�`uf 't�,a� t L�'� „�c�;'�Y 3r,.�e1F'u4 .;e�` '- ';�°�•�r�;.� F F F.� ,� .d� � �er'Y .�iF
t{ .5 �i �. �'�.�„t;A.�, y-,�,'�'.;4 ��i''� ,s{��art i! ''I".;"s.�.. f,or _�.'�t.• �t �;. 3.�y :#l, •`r,�::°:i
C� � �f���i�R �w`j��.�:.R�� 5g,�i.�� ,tom ��� A�('<zy>1 � .�.`��',� C�Rl�y t���'�"tef' L\,l �!"�'¢�£•� fl�zif�t`C-Co `�'r��� �r I
Roughness Coefficient 0.013
Channel Slope 0.00500 fyft
Diameter 2.00 ft
Discharge 10.30 fP/s
;'CI :c:', ,;r....c::�Y.^esrt.�t-uc' X...t> ;�i• '�i"�s't>'�T r.:�c.:: c33er�,,.ix,.�e.�i.arr ,x s: r:x'•:,:sv+a:;;. �..av �R t�y�£e::p;-
' t�tt ',y��"R�"SCy��� SX�'4t.sStS�t': �!-ya'�`d� �t'�'L`�' >ai�.�I' .v Te.��ykr'�t �'�XL�'�rssn Y`vi i��y,� �•'� �4�',v`��t4' i, t^1���`'���='?�-.
f` -rim ��?7�_ "�r�E$''�'t{�3 d't�.��t 3(n�"�`,�.r,"T,�'\ S�+s�' a t �: �y,�� �(�� i�• ��< ���`1�i`#-���'aG id�z �{. ��F� ��tt�.iE..�....„.�'Zarl.as?.:.fs%on+.i::YiS.`iw.i�In.i_.r:f�irS�'���u.:i� yan x.Y�w.. Y'2�M1�ta���!..a?e�Tk:S�:Six:I.�Pi4.�A�:xY�S¢•i�1`i�!'!�3L�s��:at,;.3:1�. G.��:�<.-,.�.T�..�11.� fa�A. de.a..:tt�,`!�
Normal Depth 1.17 ft
Flow Area 1.90 ,fF
Wetted Perimeter 3.48 ft
Top Width 1.97 ft
Critical Depth 1.15 ft
Percent Full 58.4 %
Critical Slope 0.00525 f ift
Velocity 5.41 ft/s
Velocity Head 0.45 ft
Specific Energy 1.62 ft
Froude Number 0.97
Maximum Discharge 17.21 ft3/s
Discharge Full 16.00 ft'/s
Slope Full 0.00207 ft/ft
Flow Type SubCritical
SmzMS=,,t i. .Y;..�, >+laws. a"iWc nc oc..•.F r� �ftisn ..»3'-'SY ;4a � ��P.°.o r'Y:a,i-y::,.
s f � � ��44 � s� qt�' � �s � �, i` °`�irf'•��, � ma �' ?�"x�I'i�.•t
�r'•. r `$, '� �� k1 �.,�"�..r i�Ck� �' JtS � _� ��.i�r.�a�`�` ;�{ b!����'e �`,''� .�'�Y�`r3�} F }��:xY i F�} I
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
9''�'�'k�;'s$ .Xf- 4t`"i•t i7'a is,;zt $�?' s H1 c+�' ; s�"Q s 'i�f is',� F� .X;., tiacr�n:c,r;'. �,✓.•^ yn�T'Li•,. � �I I.
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 58.38 %.
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster (08.01-066.001
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North General Aviation Development Circular Pipe - 5-3
rctssi t;:"" ,��• jl??i`a: �Ys=��: ::�:s• ,y+.a. ��p.vi�>.:8,. ,.fnz.r�;:�,oYr�^s....cr:r:w.�,.Y.'.Z„xY,Ys:•Y ":C^.a::7,,,.,.,,v,;.,5, �.,�.
ya7''�'� ..t.;{yk:... ��t� �x�: (_� �'rr a F 4. �i ,: rs� C,� .1:•,rr q, � ��y i� ��a�� � H'�'�"•�'�%
cm x ��:+. '�s:a..,a�a .�.:w, .,..,xa,..a�.�3�x:..�aa�x, v.�m..:,•.,. .,Ly� �.3),-,�>R�rn.�,�?x��at :F.;a� ,�.,��'d.,..;s%fi��i ' S.r .,N:W.?��.�c.�.a.�w�f
Normal Depth 1.17 ft
Critical Depth' 1.15 ft
Channel Slope 0.00600 tuft
Critical Slope 0.00525 ft/ft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley PlowMaster 108.01.066.001
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North General Aviation Development Circular Pipe - 5-4
.�.: �a "a.--xX; •,z�-_..c<.. Jv•:,v..F-ax ,1/.,�-�z•,>'a'<<iss� -:;�;,"}>, _:k H��`CRTA?i+i, `a':r<s:.,e..I ,�,.._ty��,.': •i:; u{� •, �<:�,�.s�` ::��.. T";Ssa,2�,'t "y.�.t��j'e1'� ••'��t'13:#!,• ,r €c�.,�_,�xr � ��'�+„�.. �-.��._.,.�§'fi.• F;; ..,:o�'�,«
I f���'� !�J }.�:k�i`i`' �r`�t•s� �iY.'a,R��� �;t'�t! �F�� :;X';. (;�"<$a'!� t p'°��r,�r�a: , � ry!c.-�i,�•LJ€�',§F�$�:�'.i�`.�-vT ��< v�ii�.
:� �., ;� �: ...�,.�!., .��£; •�'y; .q< :,z�k, R,i a.<', ,., �C-•`r,:�aitG��,`, �a s�`,.'St�e� `•� �.e>^;a?a<.�n<kas� «��.�:9p,r�d.,3z?
Y:.•;�,xx,x::e:�.��r:;ll...e,.,c.z.,..Sc,..a..S t�aa;,c:?Su2� x:._:,.F..a.,�, ,k�L?tfi.�G�•:�.L�.,�.,.e,A._S.:a-xE�:�?:vaettrt�`.,�r`f�:�1 ,:s:::_i�x•:�,.....,Ce.,«.,n.�`.'��,.,_„xe�ci>�,i�5w,�i?it::i<:�
Friction Method Manning Formula
Solve For Normal Depth
'2)< +,:$'A!`�' - .;:r"i'; W,+'A.. rvl,rf.yr..: - eH�%S.',[•R-<:�.r.3`.:'• •.i.. a..21Y,.� '.1 A• .'rq�Yy/ c:.{:`}I``v' .AW l'h •:Yr>v a•)ri„
"4t.�'-71`'..'. ..t yiR'<� e:4£$ ( y `hr. '3U �Y�\,,fez>y&i".X.,,,,e 1xrF��`:h= ''y s� J!n`�u.tft`:?'�$�'..L b`�� }��;F, f f ••ly��>?..'att ,IT�'..
r�[� ` �� '�''',�����,, ds. j`S �.�. � 'L� r�'t�t�1t, ��• ? c �Y) �t �ku, �S"' 3t 2 k', � ?��,`,'. t��r��� :#
I-. >:��:�.� < v ,fir..'.,acf;�ts� FR VIE r��a� ,•rt,�`i ?� '+x r'lz iyrt t4�v. c,a �r 4r a�.� '"``k;a'�5.�`E���'�:YS a�trst h' X v � �,a�
xxx„a..•:t,�,.�i.�fEl,:....„zC,.rw�..✓.. .e..>>?f,. tsr.zR..a..v....,. is �...lk <a:x..r..:t�5>..:.:F�>.E:.7�}'1,..,.7,�Saa'�,a..Rar ..ce..<....[t.t..+..dlt�.. .,:�tX ,:atH�..i......:�!
Roughness Coefficient 0.013
Channel Slope 0.00500 ft/ft
Diameter 2.00 ft
Discharge 6.89 ft'/s
�F� eTy.'r.^..•N.Ri�K.,. •.yr;�...x,,,7;F•i3:. r- :.xca:x::. �.�ar$:r;u,...r++,-�cens:;�n.. ...za?.'f'.va'se.•:.e•yy<i,� .,::'?'t'sv:•ry >_y... ';n'.!5'�; ?9
". 5`'`�>I��',�;� ,r`l1�vf; !.'��;3.-m•�s,yrtr�",;h�s�i�Z�t �'T,as�t�����r;ti � uprz<�f�?��5 ta�f�s'}�i�' 3�n�at�Te;'�v riaY:�:�ar.,�=,''n�'�gf�,� e+tS'.�f��i,��;ciu��;��ar'-L,�E
f4'!`e':s��a�'d";��,���af,,.5a.,ci�lyf;���a:t�.u�a�fxs��'��!i.�.vvt..M,_'Sa�A;�•!,a�krv�%'s��.��i��{�2f„f�S`�t�{�,°t'�n�'��T«:�:6a.�."��z�i•'�,`-?u'�a,}�a3�„',•• �5.'^z�.��'-��.+�`•',��1'a:.��1�s. k'te .2,4:%s�;'=.=sv3
Normal Depth 0.92 ft
Flow Area 1.41 ft'
Wetted Perimeter 2.98 ft
Top Width 1.99 ft
Critical Depth 0.93 ft
Percent Full 46.9
Critical Slope 0.00474 ft/ft
Velocity 4.90 fus
Velocity Head 0.37 ft
Specific Energy 1.29 ft
Froude Number 1.03
Maximum Discharge 17.21 Wis
Discharge Full 16.00 ft-I/s
Slope Full 0.00093 fUft
Flow Type Supercritical
���.,fixr!n. z.-n- .�, _.T�az,ry�?'>r;-•_y, f :ia.'<mjgr:�r. �,1�" <t5:: r�"?,r eaf�T. �� \f '7��c�■-�azr}�;::,.. t 9.>�`.`. J �i3 .�yri 3�%`igT'. v
r' •� f d ��FT'j1 ��'b��'�`V 4-0�€j��l`1y 3� 1� .,i���~��G 9.2YRf�1„3.y`N'C�q �'I'f:rA:�1�����j.�'���f!'•,7r�iy 'W'� '��'��++��+.:�y9� :l;ae$�it54 f}�gj�,�-kS�,r,
��� ���°�x f�y���� r f>� 1�,t��51 i8 ,�•"� ���°e ,.�.:�,��e a•fry ����`aY�,���Ti3,tt�.#S Lei r� e x� u ,,>>,,�� a ro��"� C '`�"nl� h''§.:u n?�s:... n..'+,' ..,�a1�farC a.+.<.•4h:�,;:a� cT'. 5. ��.-$sS>xtta.P4:a...>xi`F;>,. Y;•;>l.?Yfa:•L�.ba a ...t..xnr3ai3x..a,ca..�Za.r. f 5, .�tAiHd.:.aeww v .Fi<a. ro>a�.,,e
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
.r'g 1,51 s x, :n1c.. s
j1� �t¢;j��} :,r �.s �r�� i:. RF��i�st�Y�����e�y'�•:�r�.4.13�r'����y*:;��Sle, f�w".�}�"y�pi> 6 A� ���� ��ry�y��;�,�y�a��� �'���5 r{r4 � 'm3.� mgv.racd`rt.�.'�n.
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 45.87 %
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity fys
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.066.001
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North General Aviation Development Circular Pipe . 5-4
'::•C?:•:. •t:�..•;.Y . >:A''Fl-"i.;'r,.�,.<�YS N'�SrviiC<N:;`:..v.�:<r.�µ�;<,...;ejVi�.,..-a:'3'.-•n:y<s
a� Y}.Y,�i � S"fi i t7,<� r•t Msp -Y� t:. �<'y. ^�� �a;T ,� ..sy.^n•�
�u"A Azf liy w`�r.,�'��ti.`•f Jc i.z� ,:�+.r FY }5 �)A ?��!'C ,�,Sa 2ti'�, T � �..Sy Y,�n a a :8• 9` r:,,�•
U t}��]�s ,�a �5':;� y�cti : �.'.�.v'�:,h,�?.n�,�� �i��r Sti t i � •�tR.� 1� �'� � � �.3� Nd it�`n� fir :k;
��Xi:� e'�5�a�����w.<it�wL����2ic;..,e.YSI�xY'.�Ft p•,�ia�nu'.•��.•.•i�'>,.vJ�...'�i.,.:r&�.'k�i�.Fd�:i�i#itfr��'ri..,s�li.a.��`�x,�C��'i 7a1v?Ta�+i.�°� �Y��usi��4l�zi:�l+'.T�.�:f�_���:
Normal Depth 0.92 ft
Critical Depth 0.93 ft
Channel Slope 0.00500 tuft
Critical Slope 0.00474 ft/ft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.066.001
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North general Aviation Development Circular Pipe - 5-5
.xxr< '.�.,..r•-.:�'fi2-; xr,. rsr- K:�< -xru.t;`" ems. '.�'. ,,,,.� ,:,�`i^.t>��Kb'sK^Yy ;u:.,.' :.y- s�7:7:np• w�,orr �.r.��-vr::
,',;,fi''•' '•.y.'.=';'....:kt:;�'`". +..ry.'C.+..k;r�. tt.\;t5`•' .w. !f ,�'`FK"F bCs::'. .<?�' - r�;�y(:kYY.r.:,3�.,,Y�`t�'?:3l;�:,,:(;.
1Y (�" [[ t'� r\ �j9' YX i)„gs n r% *;E:.+ :.F ,w e„ `4`'`r }j,'`.•' '1 . �xx�,{' \ I 'L`'ff<k Q iil.>f#
S .. {I- °L. fix' T: rvF fbh t,r"�i 84y7 ky t \'' al• K
x 2 6 Far} � I t> �� v '. k?} et 's sa<r� si�sEF¢kk ?rx; iw��✓rX6
j F.k :.wR rl ia'S'IW
Friction Method Manning Formula
Solve For Normal Depth
• .�:: a•rF•` -:�.x .zc;,r:r - .y..>-r, N,�...�n.. ..e�,:. .xg+v.a•a<.'Re,-;•YFsx;xt<.a,'r.^-'.:�.�•rq w:• -„c>f;;'a:..x.•'•'tun�x"'� s s�-""r3x €� 3 �CG"� xa r �:.}.<{..c�^�};!a,.�i���'�'�2# ''�1+'.f`r`'""�v : .�1•��fHd ,.s,��'X ;�<d�.f� 55-- �' .3,,r 3 § ��acs� fs:
[nn3p� °I��{}��=l��i.F�"�£z^it�Fyyf�Yi ry 2^,���g"•* z?yc'`;°j��e'1.5,��'v,�x3d\��Sr. g���' � �>,P t�a t" F�S�K'4fi�, Si:1�����ass��'e�$wr�'ie,,s7tP��iiJ� %'�`�f
>,«'3�k• K<,.<vZ..na�til...�..a..i^:Lli3.:h.u:�f•��.kl�;.�;f.,e2�'.-.,.vCn<i>x\fa.''.y>cf�.l�2i..:k.�h�£u�c..c'�ia+C:�"'�v �«.:f�� Suki.��..il�'xw 2{r.Y.y?ss\ at��''�:.���u.
Roughness Coefficient 0.013
Channel Slope 0.00800 ft/ft
Diameter 3.00 ft
Discharge 25.36 fr/s
\.:l'f•.'1�.r";.. tee.\. �if.'x.4]..t,�}k�ry�ay� �ni
g, i;4¢t+F,a••Y` .��� "flex.' T J Cot t.'3.k 4� •h,'��'.Y*�;.\r,�- ar4�t e::1;1•we e µ:(b,t,'• 4<� 4 \j }Y ��P �•r'�YYa2 si .�'t}f�•Z'i§ 9
iK`����t�y;�^�.f''�€;t<Fi..r.)�'.'5`gi!'�,yy3 y\jy „s�Y�•S IK >`f r �s ��v'Ex , i t �� ��xr�, �<1�53.""��w.a �:��^j.,.
F, ?, .f u..f..,t.1>:r.??et_sta\x:Jar.�.L•...;?�:t t�.£:�t1.`�.<.•�.-:.ia�_�:v;.�I.,c.xx��n.3�3 �s +rf�...�iG.'•.Ye: �t�Tad s...w...Fer`sfte&e«��5�".'2���
Normal Depth 1.57 ft
Flow Area 3.73 ftz
Wetted Perimeter 4.84 ft
Top Width 3.00 ft
Critical Depth 1.63 ft
Percent Full 52.2 %
Critical Slope 0.00443 ft/ft
Velocity 6.79 ft/s
Velocity Head 0.72 ft
Specific Energy 2.28 ft
Froude Number 1.07
Maximum Discharge 50.73 fts/s
Discharge Full 47.16 fP/s
Slope Full 0.00145 ft/ft
Flow Type SuperCritical
.E^ ..c ,•.D.'w - ..,fix :\' 1• w•,T.•, .FRS..,,�f sR. 'iF. !tt p: :.h: V>x 'G e S }�Y �'•3)'fiCF',,
BC�?t�e
I f. 2��a tai7f�iX ile Xs4 /e. � �3� � � f five � S:�}�rp Ter 1. �.�vSt ��'4,Sy�•i5•WY�e�d L2, �'Z d
9,71I$�•..��e�• `a•a& �?.'».°X}Y,a,�'+�T�.i2t 3���`��in'z3Esr��,.AY�,".��w�h��4�.�.\�'z:���di6��G���'a..�^�nti°S.sR�S>+'8 'C t�is�3'�:..i a'?>.s!�f28i�C 9:til»;�W'r �SRx��`r�n� +.c
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
-rf,• :•m d:'rr'?'% `r'..-�«.. se�'•.q.. -�'^ays-• �.- s,vim: ;�� •?�;,': `,-��'�hr('.�`a x r��s;,�is•,3�. x���•i. '��s
�xz't...t��.�'` `Ta�C:+�'r='l�S����`.'����t'L.�'.Y�'U'�5�'.r '.si' �4v ��'�'�iF3 2������,�?SA�'"•�i,� �j�v�i stJer��`�:��a�'1�€is2�"F�P1;•i`�.�4oA
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00
Normal Depth Over Rise 62.21 %
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Bentley Systems,Inc. Haestad Methods Solution Center Bentley F1owMaster 108-01.066.001
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North General Aviation Development Circular Pipe - 5-5
vay.;;+,t�'.:Si`;sa '•t�Sd+hl';;^:3',� g•i�:-v:aS'r." %,lw�:'e ,:/rv,^?; F�� �•• tc�n',..�� _ •:'i.?'.r,�.u..x^'.F;s <Y r. .1;± x..Y:,.;^ <..vl..
F, If{rr �Zr.l�.' •.In;��,i ..x<L JY''!c`•yl;•e�:9r+fy�� �5`%:.�FY.� R::� � '��3.'fY,e�>i`•<:Z `�i.f•'�-ti��-{>{. �:C.n i .•'C.'y,���'i,,�:��.:„d.;; `•,.L
�,:. ' -� �Z '�)'x.� �M'N A'„r(11'.1�w„.i.�..4:lHrrnln. /�i • � J.t� A�.Y' 4�^`�' ,f TI.�,.{YT. `\�1 �y�e� �yY FF :l%�j1' t`� �E'!' ,.{,,,�R.,..r.��., if,�>^�" n�y�. �� .."3�`7�'..�t'3gy fiy'X?.Y+"�1y.5�. �j�$.��!'�. 'Y�G��.v����.?:h 4Y%.����•. �y.
Normal Depth 1.57 ft
Critical Depth 1.63 ft
Channel Slope 0.00500 ft/ft
Critical Slope 0.00443 ft/ft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.068.00]
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North General Aviation Development Barrel 1
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tiS'a1.��.`,I�I��:fr3 ,.<.piP3- c�,r�.....��,}�yfy.,�4 �.��e`.
3°s"-a�txf,iar�3-:�;'�$�iSt,e�l?S�� ut.��;� �i>''�€` <b?�'€ 1�j• :xX.'�.��'�tz7��"c�1:.?�����;i�;i�t�n` i.1
Friction Method Manning Formula
Solve For Normal Depth
r'i A. .?,y::�.-:w�RS<a'! .'! x'J�:.ir•: -•Cf,`'iy_.:`g�. ..t�'ef )^„ .f✓.. f'ZL+x3A•.^i:'•' n:F33"11}„xy� :'3" RS,f:�<�L��'-..a:5"-"CFis ':tl
'f{>?�z�,�{j .1.7(Tm��� k - �x t 3`�ti'?`f ,t;l kr.�;.s''.>.-. ,l i � �`iR+^�rt u� x4's4:sgrq i' yZf�,r€�.�3,s�.fZ�� �.i.>.5�'3�xso ,�`V<'@ �rc•`c' .a�a;�yg,
Roughness Coefficient 0.013
Channel Slope 0.02300 ft/ft
Diameter 3.00 ft
Discharge 11.90 ft-Is
+ti:. -(x�F„••. •-�y:� .r4b'«+9,�`"wYaL><, ^a� �•r.: �-vc� .v' a=.�.5>'1 i44^'i:n>,y.,,.,t.!:, sc:i '•C'aY"' xd'
.xS 's:`:U�rs:. '�"'S.a.3 :'<i%5 :7C"xr'c",:•`r, ..'E'�14 .::z" `''!{�3X ,:t :,s�. .,i{..+ €:� r>A3,,,,'^..:.;....::,<. pr� ,r. ".fr>zc.'
f����a�6 "- ..� f��S!��a,��,�'��s�Y2>.is(s7j.>i,F�..y.",��'!1-ri£�-U"�. �`3s�f�M�z'Y'db{{t��L;�yL�•�x�f �cE y�(•ew��s}L�•f�� ��^�`���.�s�'„�',`{ �y(��1�5��33$t
a„
Normal Depth 0.69 ft
Flow Area 1.24 ft2
Wetted Perimeter 3.01 ft
Top Width 2.53 ft
Critical Depth 1.10 ft
Percent Full 23.2 %
Critical Slope 0.00393 ft/ft
Velocity 9.59 ftls
Velocity Head 1.43 ft
Specific Energy 2.13 ft
Froude Number 2.42
Maximum Discharge 108.81 ins
Discharge Full 101.15 fN/s
Slope Full 0.00032 ft/ft
Flow Type SuperCritical
���,3. ..t �..... y`..�. •)., ?F. ',;iy.,.�Fv, a F m'r,c,pr�+s, t RYi'C Kx2�':,^.6S",;$ }3:i•- T.SceYi�7:^wRe
�. '��i��3.... . .$,. .�..F '^I,$,���>rs°;.€:h;;�1�.3L'r�,�. ,�7'i����=�;,7 r•�< kn `'z-�P'�.�+ t.,,�x�`',�',X:��-f$ e `e,�•��,T.;C�e ;ti'2't; ��,T<iii�,.�
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
...�y "#` �-,F�es. :,ry,<x:q.,i3c3,-. •:,�,.> .n. _ .fAi;;�?d:S.y' 'a,.a.��uy.,.'ay 'Sty. _ia:--e..yvi.,.es•y y.
� ,�t�cv •b�'i"�^� �'4, a�;?3�i�vveyf�>� f �niF' y p .''� a�'!s f, F,yy„ up �.�- y{xK� �.-.y�5,.. R�
(;� %i��jj t"` 88;�. :,�f t�'��FP,�A�.i!'yxY.""�x��•y.W�`f�t�'ri)xf'��yy>�.c'`�f�'�y ��4X�?^�(. ��:�i�;iv T3Y�.aV`� 17:<r j�yS.'4�,k.'� ����T 4y`2 .:tyVeF �1�:.�.f
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 23.16 %
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/S
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.066.001
1 011 6120 07 3:50*08 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA [phone] Page 1 of 2

North General. Aviation Development Barrel 7
.•!lP'S {"- AS.yj,:'a ':sM+.l<:r--:...:'nR" Y}+.4>.ry.:>J}.ICe Y_: '.KJ.;IG�: '.t1'^A' 'S-t'J<. .(Y;l_:a :h-• ,>;:1.- t.).H!��+ -
t'�F3., .�: ":•£ : ;;^,t.e. :tL. .a`'i^2tt') ((�4.3.:;;�,.!;`'j^•. ..W3.: •�C' ..4-y' C. ';?. ,f� .?t`x�.y;;'
y, .J::�xCiw S,31 -� _':4.Y2.4..�ya. va.. ..i.TA'ta'`S ( t.J<'�' .,f.'.`'I a'S,_ :�.. 1;C. .^F�L ,a�:3^J.�i'••t.�C,=�. >)'ti�'�
/� ei »+=,.'t:•.�°°�- .�,«.�'••.na:>`x:;-t:2,.r,G`F+s��'':," :•'l�> .eY� >?< ..�<-���g�b.. °s�Y .:,.... ,.�x:,. s �E... ,,Fr..t.
lJ• t;•'.�. j�j� ..},:Et. �+ ,.�io�v l�' 'r,.JS{f� .��.•r?\ ��_;,z.i '.c,., � rd.'�._.y?; .ts, .�. .�
i :f�G � ��`•'.t���� at av,-.ay;��v�t•� ya.i� �yh ,yf �'s, )-J+�. h'�At +' y*lr: �<"C��in �•z.S.'� vb.a?Y` �.��F'4�y� �•'v.:Lw�w4• 9' �y..
a. rs:ir� �<..c filc::t�.:ts.: # <�� 1.r:>�` ��.re�.r.,=�5;..�.�`.r�: ,:;,,�L,�a: 'ttt. !Y, r.•;��: .,ur�.Ei..>La�-. �:lr.... s� w�',.:_..rx;.��:�1(�..::5'��
Normal Depth 0.69 ft
Critical Depth 1.10 ft
Channel Slope 0,02300 Rift
Critical Slope 0.00393 ft/ft
Bentley Systems,Inc. Hassled Methods Solution Center Bentley FlowMaster 108.01-086.001
10/16/2007 3:60:08 PM 27 Siemens Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755.1666 Page 2 of 2

' I i
I
North General Aviation Development Circular Pipe - 8-1
��'xF:a+`ct�5' >'r.''::E3L :(E'^' '•tpx•exu -Y:yt:' .:-� )4. <Y"- •�^.�:ft,^..�,� .-.S:Rti.'t*-�a,•C.t7Y'i`ifJ:;?r�.,;«N;Ytac�r •;�•.,.�.. ensrv�-.^.<_F�%?'a5C"Y.0 -h.: .'�rl IMrtS'•?L:^'
,>..y,.,5'i�yy;. �.�. ``;1.;.. .� � � �' � 1` < �.r,��k a�f� ui:a l � r� ��4•�i t.�s'�* '� �.� Y•..f•,.c
� C114' lQ•i`+tk�;E)Esiliefts§j�i��t,��� k���.�yjz�3�Y'�����"��•,'��v:G�t'�.a�`��'�'��71'<�y'�,-",'�}�.�x� �.t�'a�6ryL'ea>.I's:l�+`z,,�t'�FaE�'r#Y1��c � 4y�r.` .ty���G��;d
's�`��.��.s��: t���������xzz '?�-bldd.,�3.zr's£3F'�ss..sy'�3.,.ris��uf..Yakit:;a'�i' ibdv"�..F'+a�?_•,a.,.x.,�r,�.>��Ta �,r�'t2a�.z:r<.Zfl��;Y..c?`. .`a���i,av:5��«�>.,.,s.>.�,:C"3
Friction Method Manning Formula
Solve For Normal Depth
.!Jf a..y.,.�... :,<+n>o:;ye ,��.J.9t t.:.Y.•'ate,:1"., eu�Tix - •:E)`• i-2ra .irk....::y(Te,� '.F1c,T,•'.,^fFe�-s•:1•.:nr5„n,,::'.✓-,i: # - Y'T 7� M1 �,'F.Y,ii,ti:�-�:.:'i`ts:Y
}�.`::'�,rP.•:§` .aa.. i 5,�.. Yr Yh ".�€ _ ''4`>, Y.. ..lC'4,s :.�"3 .�• �Ji.> du>.,'.cs rc .x ., ,:,s7: ��y",�n�':� ,fi ;'C �
p�g� j�'� 'uF' D'��S"v! �e �k sg Ei fir/ 3 �•�C��.�' �.•�.. s.� �� �f` 4r r'r st< rW � ��'�l ��*��}/�J��'i',�� .t f� .13'>�l
)�iyy(��yU{�LI�'�t,, l� � :� ��.•A&A;�A'�i t� v Tit i'� >, .k[�{' _c �a Y 1°��,�.f �S;�¢ �Y�'3''�?»\ r r<t#,.,,r � '7.7 �ti .�}�Yy?•3s�'L't
,A`iiNdEr;<st���"a.G ?..at a�?lt:iClil,a,.•�.ii� ,:� Ya@�.,t a,�R �ll���i9atrak�S S �>v..Vhra:�:,rC:tar.T�...:t�$,�i.�?rs.�`.4 '�dn �Siii.�:,r° tt,,...si..r.r.�t�3tu.3�,�.��wt;�.-..i3.).aE•t
Roughness Coefficient 0.013
Channel Slope 0.00500 ft/ft
Diameter 2.00 ft
Discharge 7.10 fN/s
k # fy „ 1kSFt9 t '^ �z 3y��a ; l � I qiv �E�A?�.t��
FY216a i V"'
, :ty t,4 > 4 � t
a £1111110031w-g s s�.•"+cr��!Normal Depth 0.93 ft
Flow Area 1.44 ftz
Wetted Perimeter 3.01 ft
Top Width 2.00 ft
Critical Depth 0.95 ft
Percent Full 46.7 %
Critical Slope 0.00477 ft/ft
Velocity 4.94 ft/s
Velocity Head 0.38 ft
Specific Energy 1.31 ft
Froude Number 1.03
Maximum Discharge 17.21 ft3/s
Discharge Full 16.00 ft'/s
Slope Full 0.00099 ft/ft
Flow Type SuperCritical
y:. � 1133ll a3�v�'F=%Y�'�:p�T^a�y�r:;,�+,�r,tpt r,��x g��;?,.�*sn�•�,{.y T..�.r1�`a. Fc kr: y��:i�in;?�yi:_rF�r•��,T�'`'R>°�v`s{s2?:F: •y'F�.y�'�;S.e,{�'�:�riT
�th/.ck YtD Y�,�j��t��iYk�`�� ,}Y ��j�111�.� Pzr��fY' i����Jg"�S29y�-3 '�f!^'{.,��•Y<J���.;•>p y3t�C �` 23�i�t.�,,!
iW$.�ria" A.� i3L'Kti�. w'... 4 }i�,•k; .�L`T`,4m ..�aa� �&&�i+al4)'7.i�f. i3:a1: ;i :. .s 'Y£$lycott+a�e t..E � i; LCn:� SS:fE
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
p.K S tyt ca w,.r••;3,-,� .tY•3y' '2,�j•� SY�v3 F S! t �(i•� •�YM d�h'�. /s
Upstream Depth 0.00 It
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00
Normal Depth Over Rise. 46.56 %
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
` Bentley Systems,Inc. Hassled Methods Solution Center Bentley FlowMaster 108.01.066.001
1011612007 3:50:18 PM 27 Slemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203.755-1666 Page 1 of 2

North General Aviation Development Circular Pipe - 8-1
'r R:: �?P��v'q:�T-nrr ::���n:4b ;s,r•Jr •.:,�•�ov. ,M`-;ne %9 �n�• :la-3, Y2Y;li.l.is•�: :•:f.�,a... .tF::S-t:a^�v y.._ imp",
<pyR' >,cev-`:�,, ,v+7• .1rs!':s.
.= "'" 1., a F. 3s<�:.•4it.g12ry 'JAc slv�k -�',�, i h, ..i ET "�';T:4 "�x'T) "L,.. 7=,, .�., 4'�-.'fit-fT°•' '�
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�Y.+1,•��'�w3,1�' �'���il�t c,�?i.i�.^.:�`S�l��.<���L♦'�...�nh `'�l$)K'S.J' ���`�..7': )'\�'}lYb�i�i5 t'ST� Yh�'t�,'e �s�'I Y. Yf"'d�.C`YC'��:G'
E;.��.dkv'�:,z�y,���xd,:,Y.,.?5,..:3_P&P:3K::c2.•ac'�s 1...t.w:S•?•K:'a",7.���f:.1,aRS�.fn�„?c�°.u11i3:±.s?<,��.,.1{..'�„ss�t��yn.` "w�.�.� .ac'cr'X.c£c�::1��•i �i:fiaSFirr:'Lli�.7�l�sxft.'i��t
Normal Depth 0.93 ft
Critical Depth 0.95 It
Channel Slope 0.00500 ff/lt
Critical Slope 0.00477 ft/ft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.066.001
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North General Aviation Development Circular Pipe - 8-2
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t r 4. 'i � �q Nam' �E• - �i lz z; ;'67<'�-}" r"• {5?�'° 4 t" 0;p,
s �+} 3 !;`�i>� t� o� 'ems , t.,� � -.x?�r 3 3� x •�� ��y}ry,�u �>'n>rk•<��` �•�, t�
b� '3��st`f-�i��x31•�'37.t������� A���#s� 4 ��t '6iilf.-�'a4� i'�43�.��� -�F'y���,•',1'�, G?�6i�v�s.;,'��i43.�,�t,Y,j`��,'.s.C'_''` t+��'i �+•z��`y'`�':� �
< ,?•. e.•S.�<?F'."y a[.ik.� f �=+.,t.-:#i e: �r'S�':� �t�-Sih Pk7iE?,�le..>,�.!!I.:[�{Se''.i:�fv^lt..�:.r�.�i.?.trss.i�.:n !m:,.. t.
Friction Method Manning Formula
Solve For Normal Depth
-s.Fr'.�y>�cc?S••+�e+;'-:^A"aa� :.ty''t:+i ix`a` i�>Y;yt,•.a: 'r,Et' x'�r,'.\ mew g.:;•T<;�v..a:::rP'r4^p,�: .,),yfro.r xqa,;.
`t�.3i � t7- c ➢�,`���4f�'K �i�fr-� ?.�� S���.� tL ;x},�[yt•(��'F�,3�Y 3'��c�F4'.4�i� 72�7 3 .l 2 4y � Y' i��X't•[ iS�523 5 �'�?k�v�"��.C._Z�
r�T���[/3�1� f X��ti'rl��r.•�..d� � SY 1"`f C'�x f�fi �� ?,f'TQrj `�'� � �� ti Y� Y 13 _;; zi7
.ZSS f+�•(.:,. e..w`Y.'s�e?:}u??<.�r.vY.h�. w.zra..`�.a�yYs '.2ik�'t��3`.)�.AJ�� -::'...:.'S,!�,S'•f�.��.wsF�F;�i'��hL�i�*..��ft��.�`�if.''Zv�.�+'32i'r-r..4;,�,:'.F�r s���r�'���}Y�•+a^' ift5
Roughness Coefficient 0.013
Channel Slope 0.00500 ft/ft
Diameter 1.50 ft
Discharge 1.04 ft3/s
r,yf wta •yq:xiii35•Y1`v-r.Y��.- :r3r a`^_� ':'r+l`-r;_ `s`.Ni 't t*`.7<.���r+i���(�t •ngpy.v, •-,.i:'�1.^•,'" 'tires= ,5793':Y:k"':t?^•t>t�`y;Y£3'['
• ''..t.:miry,., f�.,�, r 4� � �*13 •'A `: �, 7,r�v - -u"'l' '[�� 1 •L�'.<r' 'x�'a t !�F 15 ;�" r�;..n�_F. T•��t3sJ'"M1 t.1Bj. 7{�� ,nd x ���9• `/�`a q T 't�j `'A`F�;i?' P S '/�.i ''4'. S[ J Fa �1}�t � .TT�� a"'�
,.K;? .N.. ���r�i>,. ✓. t.�w�f"xS�j%�: Y%Y (`���•4�i'.�( S f<`vnrJ ? ��C�-:�Pi�{� r.�4 c+ 22t�,�����Pc� L. ?'' G� � ,..�rk�fa,�".:S��ry-a�'�4����.
at b.i✓;,2 2 t :'7�t..A.a:1� .C>.firlY..:rFc:1.�%J.F..4wji kt3'rlic•.i rc,�'?�'34d:YnYEa..L2Y,<n-..A.."+.�`...�.r.�+i:�:i1S3<l�.�..iw�srs.:F.�.+_5¢. ��
Normal Depth 0.38 ft
Flow Area 0.35 ft2
Wetted Perimeter 1.58 ft
Top Width 1.30 ft
Critical Depth 0.38 ft
Percent Full 26.3 %
Critical Slope 0,00493 ft/ft
Velocity 2.96 fis
Velocity Head 0.14 ft
Specific Energy 0.52 ft
Froude Number 1.01
Maximum Discharge 7.99 fPis
Discharge Full 7,43 ft'/s
Slope Full 0.00010 ft/ft
Flow Type SuperCritical
�s�? r• >S �l�iY. �"t`x. "�`Y`s ',y��„X,"� °°��tz?'N:irr'✓r'�iC�'" ,s;�,}�l��c,�j�iri }�'.:ar d � �q,r�r(L'`�^,� z�.1Ri;�, 3.fY ��3 >r ',a"�i?'.e
t ? as ... :..rY,�i x1?.#�.e.�< 3��;t.:.�r�'�+bs+��aze#84�� �Y��sx lr�_��:jkrs'�:i:sr•�r�•..�ra• �° Ott. � '�<r:..�.�,� g"}�...k.,..urx�:
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
F �� t���4p?y gy'`ti�� •? b `(7r '��1q� <"�' �S"�'y'�� ,�r'�fr � i.!'}� '9C�>`�i1 �....•}�,.,�{y� �-��y
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 25.28 %
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.066.001
10116/2007 3*50:33 PM 27 Siemens Company Drive Suite 200 W Watertown,CT 06795 USA [phone] Page 1 of 2

North General Aviation Development Circular Pipe - 8-2
• •w, +.�3:. '3,F dr. ?�.�e e.y."�u' •n,< .qua•h ��.;rr•. -:,:�> s r>.•a`x*3+•: '^:f `.awY2F:•.t�++i n>vy>.ayy�i _ •,��;.a .i.\xf+�yP,: +t'{�,} c�' 3�4<1'<*a.+ sk� f v
I:t.a7i...we:,..n.:..��..eri+�w„>..��{:i ?t,i<3.,t.......Y!3eh..v���.:{.�....45..1..m:... .i;s�i2i.::t�•,'�1�.__v}.�t�s.r�miEF't>avzc .�3£;:.:�ii?o �✓z�'s1Soti�C�.�.k��� a�4L..�..s.m�3�..
Normal Depth 0.38 ft
Critical Depth 0.38 It
Channel Slope 0.00500 ft/ft
Critical Slope 0.00493 ft/ft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.066.001
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North General Aviation Development Circular Pipe - 8-3
rs. ..<2::. •Y•>.lak•"V�:..';�:.• �aN:2::� ':,T•< ...�;.f. �2•.:Nr�..n .,f!•. T••- -'y;4;nH.:.�.�;1�,:, ..�•.;. .•M.,:.,
,"^:', '1.l I•✓
�• ,,a.c"`?s '�t. t�,, r2e�':Y 112r �,fS &1t L�3L ;> a�s- ',axq .�`t "
s� .� s::nriLz3.;'.tc4?2'� wx...ksd1�+.',is. :,?:' ;::1'.•5+;.:.:.v's'g.t: ra3 .;c: s�:sx'Exr::ra> vsr#nS;�R.:�?r'.r,a' .sr'• :;xB? e .��' ;'?xx:sa#P.tr.-� zisZ>;d�i'�';'issu
Friction Method Manning Formula
Solve For Normal Depth
+ec - ,.r*y s r x^,tr ..i'.^^.. _ _ :TQ'"'!'::`>L' .^q.: - �Ja;. -:k •'TY:�+r."^ "i•!•':!;'f:✓ ran.'e'6'"f.Ye%
• '2<Y�'':�i `}%' .(.. ..\)?"l .:Fx... .L� IF t:sT.T:2:i'�• ols '$�' -.--?F't"�,:.0. a.'f">k �-SY�J .j.4.
°,1. :iii""F. �.�,.�i ,::af1:v'•'�%.ivy'. :�"ur:4,='•:}: .s: .'`��'%'f=-�.'�.. .$.<>:'q.r�• :..'�:, •.S:s;,,....5,, S�y'.r..y. ..A
,7{�.t{ :� ..�,s�c•'':ris""'^:�.:.� .��e^ •,x,n.. ,k,, „t::,.U'�� 7 ,'f ��`.�,.t r.,.?q;;�i�;soyL�;w;:S,.err,. „;.�;`vx�r?::.,:>, ����' •',.<"�yq. Sq{ $ v xsri r• �'43'h� a�•fF at .fig s S`� �.1 {T �'� a S �t�ci $n�`•;G72� 33 4.sM 2 E`•`c"Aste�`�tl �`�:rs�-7
Roughness Coefficient 0.013
Channel Slope 0.00500 fl/ft
Diameter 2.00 It
Discharge 10.43 ft3/s
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Normal Depth 1.18 ft
Flow Area 1.92 ft'
Wetted Perimeter 3.50 ft
Top Width 1.97 ft
Critical Depth 1.16 ft
Percent Full 58.9 %
Critical Slope 0.00528 ftfft
Velocity 5.42 ftis
Velocity Head 0146 It
Specific Energy 1.63 ft
Froude Number 0.97
Maximum Discharge 17.21 fN/s
Discharge Full 16.00 ft'/s
Slope Full 0.00213 ft/ft
Flow Type SubCritical-
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Downstream Depth 0.00 It
Length 0.00 ft
Number Of Steps 0
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Upstream Depth 0.00 It
Profile Description
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Average End Depth Over Rise 0.00 %
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Downstream Velocity Infinity ftls
Upstream Velocity Infinity ft/s
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.066.001
1 0116120 07 3:50:41 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA [phone] Page 1 of 2

North General Aviation Development Circular Pipe - 8-3
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Normal Depth 1.18 ft
Critical Depth 1.16 ft
Channel Slope 0.00600 ft/ft
Critical Slope 0.00528 ft/ft
Bentley Systems,Inc. Hasstad Methods Solution Center Bentley ElowMaster [08.01.066.00]
1011612007 3:50.41 PM 27 Slemons Company Drive Suite 200 W Watertown,CT 06795 USA [phone] Page 2 of 2

North General Aviation Development Circular Pipe - 8-4
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Friction Method Manning Formula
Solve For Normal Depth
Via. _�t'x5 - 'F"'SJ,Y`T�ic'!".!Tji}e:,:'.. *xqi.'"' .'tle� ;i�w,s+y<.r"'�4""fii?•. ,.yJr riga rr.'3"`Z"�:dr. 'c.'v;4,er>;, .:t:t,..g:^ )if^Z!.i e;+y�u f: 4"y ��'�'e�fj,.;4 S� J�+g;(.1. Sx. : sc''�, �' t�'t fi'.•'`���+S2��i�i t14�>�`3t}\L"�r�i+>.�rx� E4iQ�jY}��,; `�y?`'}s�:;f?�`�s l i�:Sy�L�c is � x1� F'iax F'a�Y
Roughness Coefficient 0.013
Channel Slope 0.00600 ft/ft
Diameter 2.00 ft
Discharge 12.55 ft'/s
">r'.. .tam .x�J>;:%.t:E±sx;, +rygr;>{r,.. :.<„q..y :r...� y..,r,;>..,• yyp�, ..;s;-:�� .Mv:v. ^:YT�:i :_t� .b•<"�l'•:2 +,tx ,,,,x'�•Z."p.2. ,f•i+f':v+•<'{nx:.�1..;r'•-�7
:.� � ����S�� l�..K.. y�yfa y�i tY.��-fl7\`d.�C ��f�+,'�•+`i 1 ��{ '+C�ti..y ,3� l ; ,2�_A'q, �n 1•.,.y i)p� N;� Y(-YjU'y.�ff x„P
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.ti,?z'�"� S:
Normal Depth 1.33 ft
Flow Area 2.23 ft2
Wetted Perimeter 3.82 ft
Top Width 1.89 It
Critical Depth 1.27 ft
Percent Full 66.7 %
Critical Slope 0.00670 ft/ft
Velocity 6.64 ft/s
Velocity Head 0.49 ft
Specific Energy 1.83 ft
Froude Number 0.91
Maximum Discharge 17.21 ft3/s
Discharge Full 16.00 ft'/s
Slope Full 0.00308 ft/ft
Flow Type SubCritical
111111110
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Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
s•�r x �y� .3.a�S�xS�,}������ � ����Y"���$�� Tth �� ' vejL.tl 1 yF�� �E;`x� ��'s '\.i��� v'7''3.pa'S�vY�x}
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00
Normal Depth Over Rise 66.71 %
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ftls
Bentley Systems,Inc. Hassled Methods Solution Center Bentley FlowMaster [08.01.066.001
1 011 6120 07 3:50:56 PM 27 Slemons Company Drive Suite 200 W Watertown,CT 06795 USA [phone] Page 1 of 2

North General Aviation Development Circular Pipe - 8-4
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Normal Depth 1.33 It
Critical Depth 1.27 ft
Channel Slope 0.00500 ft/ft
Critical Slope 0.00570 fttft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.066.001
1011612007 3:50:56 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA [phone] Page 2 of 2

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North Generai Aviation Development Circular Pipe - 8-5
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Friction Method Manning Formula
Solve For Normal Depth
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Roughness Coefficient 0.013
Channel Slope 0.00500 ft/ft
Diameter 2.60 ft
Discharge 17.67 ft'/s
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Normal Depth 1.41 ft
Flow Area 2.85 ftz
Wetted Perimeter 4.26 ft
Top Width 2.48 ft
Critical Depth 1.42 ft
Percent Full 66.4
Critical Slope 0.00484 ftlft
Velocity 6.20 ft/s
Velocity Head 0.60 ft
Specific Energy 2.01 ft
Froude Number 1.02
Maximum Discharge 31.20 "s
Discharge Full 29.00 "s
Slope Full 0.00186 ft(ft
Flow Type SuperCritical
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Length 0.00 ft
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Profile Description
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Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ftfs
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.096.00]
1011612007 3:51.07 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA [phone] Page 1 of 2

Forth General Aviation Development Circular Pipe 8-5
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Normal Depth 1.41 ft
Critical Depth 1.42 ft
Channel Slope 0.00500 ft/ft
Critical Slope 0.00484 ftift
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 106.01.066.001
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North General Aviation Development Circular Pipe - 8-6
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Friction Method Manning Formula
Solve For Normal Depth
111111
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Roughness Coefficient 0.013
Channel Slope 0.00500 tuft
Diameter 2.50 ft
Discharge 18.25 ft3Is
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Normal Depth 1.44 ft
Flow Area 2.92 ft2
Wetted Perimeter 4.30 ft
Top Width 2.47 ft
Critical Depth 1.45 ft
Percent Full 57.5
Critical Slope 0.00490 fUft
Velocity 6.24 ftis
Velocity Head 0.61 ft
Specific Energy 2.04 ft
Froude Number 1.01
Maximum Discharge 31.20 ft-/s
Discharge Full 29.00 ft3/s
Slope Full 0.00198 ft/ft
Flow Type SuperCritical
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���'.��,i!s'Sz.ts�.�'rr7.@'>n'i<F��tz�.a.�1f�s`�f�;.�i'ia, ..�,4..,1.._t���.,1.'�• �S'�;-1:zS..:rfi3�.�w?;.5::a1�',�� K;:dL.��a.��.`�,'.'�C�xk`x.:zi�� LS.�,.'���.�,}'�'t.kt�a.`n:.h?�`il��h.+FG%47
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
I.s13;.•'^.i"O7;"t< $•''* i.3x;> '�"is?»`..�:��at£}1�x�,;xr:� n..q.�.�i'."a±8,x.'l�: x`%ir:'�S;G9.,,ro??eY<y�i:�liw'^9a' .s%£�" .al,,.fAJt°3ciY1.a. j,-.• ,a. r'�: "7".:
i � !i:, "� as� k� fiti.ty ey 'S�`I�'F. '+s3;i i1FxA td"�,r -tL 4, t g�'Ys� (' � �'� "�""•`�.�,r3`'y�..x
"N:•. �� }• Y9 F.;�`In3? xoz �'c`�i s''�}�S fg �/ , Fir Y 'fE L'f�, ,. `I,jj,h.; �} �33'`:i�,•`tj.,.0
3�$.. t z �a'� n"`t� ..�:i,.. ��..°xs,.. °'$�:I��,�`.,7`?lau•:t_.f.�a�'�t.d>.r:?.zt��•• •tif'Rc.«.�.u %%33�ff„��'l�'LD•Ab"'��sx�3� �'i :i;;Da4
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 57.53
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.066.00]
10116/2007 3:51.16 PM 27 Slemons Company Drive Suite 200 W Watertown,CT 06796 USA f1-203-755-1666 Page 1 of 2

North Generai Aviation Development Circular Pipe - 8-6
::�{:(�v"i 1;g'S.et•tr?x•�lri.: +;¢".i8�:�s:^F,y:� .,�<•Aa;g:;: s.snv>w �:t.� ...y'va y�
3`•-�..:v � �:2.. `:�>... ::7'e. `.`'��:� ::4>` +c' �6 4'�^�'FT.•If;` :'G?r;:;;c:. F^\'R':;;^"o�:'rw',.:..vy
F`. ,u : 3„,.x..,�..��5..�:."�S q ,�r�•Ts<..,u`�.>:: ,. �at��"�,g, .�..,,,_:ta,��%�:h��.sr.¢ ��,,::,.'� ... ,.a.�eR:�"" .L t.° gr;;;;rx
�{s. <pi,,�I?(, Ylfo2%'31�:.�< xeY... s �:T. .X.)�. :�:., c.s�3� �%7.�,� .�5. A". a.•.�...,3, 4,QY.�, gSx:1.�'3,p:Fs`t
Fir3�T�I"�`ti.�.a!rl������i1ss�w���f+�.atis�.���fz�.2x;ss.�t, ���✓�"��:'�..��:,��;iYa����r��3�tx��a�t.,n:;��.�$��;,�x�?.:��'��24�;s�'A��,s���?��� �!d�`,!s4a�.vi.���m�.vss.i-�Z`u�W`',��i��r�s
Normal Depth 1.44 ft
Critical Depth 1.45 ft
Channel Slope 0,00500 ft/ft
Critical Slope 0.00490 fttft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.066.001
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North General Aviation .Development Circular Pipe - 8-7
���r'<.<r,{�r 2S^^';< WS'>.. •eY•<'•ya<:,u;^n.<xa [^ax 4�•,t: ,:,a'1.a. ^r[: q:r`��s>T'y::3<L`.ti ••w,•<y,K y:r..:r•:•r:u { •xr. ..v •�r,.
M}='S°�':w�n]:. <r.1�!��- c;..n�,>�,<�^�(,;��.v1Wl��ai j"�3�',v 53q.�F iccf��...�.tt�i`ry'e•Y��'!�,••I,`� t��.�.�,:_��, t.,S�'s �i xyn�.�: �.� § �,y`�r<��",,;�{, �z•,(,k��S{�Z_n�S�rl.{S V�'1�
�J�43�`,'�+.�"�'+"� ��� `X"9sq$`a•�� " 3y'��� �, f` � �3f$tr�yt��'�Y 3c1-�fife«t�r.��1 ,,��ti"'..a�n�����'t�'� y�x�sil�J�,i��?Y'��'�`���
.3 iv sxea. n Axs�.,e<.3's.u..ssS�a..R.,e.YZi 'c��`�nti.L i?.�fb.. ;�•>,_7,r vs +< .,z_...,..,...,a„x,3s.Gxa u,. ..�a ./Y.�: t,L55x tr�ea...x�. '.L�%i�
Friction Method Manning Formula
Solve For Normal Depth
z
":h�?:.h. - "•=W�,.skit: Fd'e Tw .E:tlfirr`S.a5:n e.�"iin. _:K`::;. .CX.�`:M:• �:tl.Y�<+l� :::5,ct:`J•.• ..1.;. »f, ...rs;: •Y<p+y,;rr;•. .,.�p.v. ..,�..•.z a R:,_ } 9,aT. a tsar x� r r S �1 art ' o
�� � fa� � ,y,+ T� fi v Z' jrr`,f��•�il�j�ht '�w`���;�k y�'rt ills t 'S,�r�. � i`° s 4 E 5�' ]+ r`f +v T x %�..
1r'T''�f
*x 1�:7`s.,wi`A+.L�: <*�rz• �,a7'�s3'�,>�1�.:;+1t;. ..a.xs..T!.,,5..�`.�..`':YL:.-.a�'..'b=�.....:�`.J:.�S��+aa: ....:x...�>F�k�jR�r���'�',tti;.: �L 3St��y'� .� f�Et Zit.3 f�.�i .?:'iY�'Y'Roughness Coefficient 0.013
Channel Slope 0,00500 fyft
Diameter 1.50 ft
Discharge 2.92 ft'/s
,"r. �,}, ,p.;•{.'�•�v;., .�;.�.."f�.ay .g-xy;�ry 1�� ..�...s,i{T r.a„v,.+:.^;a.+.'tr ��e >x�;ST`.� `::'.FR"'+1:' 'E:. .,y:��r r;q..0 Ra�:%g'./e':'r.," .SIT;RF.;^
(I_$'"3;. w.^F,1>9 �y.�.+'tl q�f � .Sa -��'il�as7'¢'�a3'-�fry�:�If�1�;g tt�,,,1�.<fft "��>L?`�v.r�n'=:�'••Fr rk.�'�t'�;,,���l�'� _'�.f`��`� �y;h`c'yQ�',.`�n�t'2-�-�.,S;�.r�':��i;'• ?„
�_'���.�� S!t '� �. "nt.`,Y 7.'�7�>:,.;Yt`t ice'.<a,.sY,"tt.S'�dr�" )✓'♦`'�A e,�qr <7:�t �_ i� '!��:x4 �'Rt•F s.:�y�v .,-3 J�sxl� s��.�.��
��.P .,x'g�.�{'.?„S3`.h.rt a.n s,_t;,.PR JnC�$.L Y�: ...v�. ,<.+.w>,•sa...TnnN;>S9k3ihvY.,.A�3�ti .Y�.Y ���. ,.v.Li!:�_:?,?:4 Pvx4ei:�`,�n3;^r'1x:saiSw.n�`� >O:2'.�.�Z324 SS_t:t...va,Y/As�1
Normal Depth 0.65 ft
Flow Area 0.74 ft2
Wetted Perimeter 2.16 ft
Top Width 1.49 ft
Critical Depth 0.65 ft
Percent Full 43.6
Critical Slope 0.00511 ft/ft
Velocity 3.95 ft/s
Velocity Head 0.24 ft
Specific Energy 0.90 ft
Froude Number 0.99
Maximum Discharge 7.99 fN/s
Discharge Full- 7.43 ffls
Slope Full 0.00077 f tft
Flow Type SubCritical
tt s, s .�'�,�,.}� '��?ri!'F2`�a• g`=cX ^ �ZS�S�;'Y 1>�l,rs,a M.$�S%•-•�dtll evu�.7s�'as<i F."c?' �Y�7Q'y,]'Fi'sB.o:L`q�'. .�'' •nT3,;y�. 'l`,r�!r,E3�"!i> 'ry'F:>,,E.
4 yy 1"N yi'`�`• i� r<•x".'S�L:y� �t1 ri�'f 4 a`y, .t., +�'. Lt ;y s>isAl,ei,''.{xt: .' � lE.�(53�7 'iE'xj ?t
I•�.'a a��ilriit�i�t�1F:�:�� .. ,�ZttY��:i>..��'`..a.ts.�,a'I.a.Fre��t:1:'i���k5 +xJ <i`" •a.T,s�Liffrx$����6`�3,qc�'ii�..a{f��t..�31!Fi3;iu'�f.i!aix;r..[r��4•..�:!Y.i�
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
e,! ME
a• .1'_. .l,�x. ,i,�,h.,,v;i'X .c. :x; 'r �;>+ q'mnt'<. �x:;sc znr�,::; 'rFc' •����r...;�j,4;�{� + ;��•_'?'�. { 3
" �E 1$sx'�d - �an<
..1. '= f Z:3 �.+<1�Se'�..i;.i:�l`. .'ai.i�A::.icrn:u.>�s.>:1�i= ..6�7tt� �7�.3.�iE ��'r�L'�X3��LMr4.•.����:1+'ei:1.ro<aP.{i:.,�'!�Li'rr.`S.LU� ..,v�v�S•t,'tee,_ "•'
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 43.57 %
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ftls
Bentley Systems,Inc. Haestad Methods Solution Center Bentley F1owMaster 108.01.066.001
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North General Aviation Devei®parent Circular Pipe - 8-9
w�:!'�r_y.. .:21:15`yic#- :^N."" 3:3 ik)1'.,:}Y.t'i�T.:� e.�n .•Y�,.
Normal Depth 0.65 ft
Critical Depth 0.65 ft
Channel Slope 0.00500 ft/ft
Critical Slope 0.00611 ft/ft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley PlowMaster [08.01.066.001
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North General Aviation Development Circular Pipe - 8-8
`zi'f..k X"7";X., .r4�; ��.{-:•:FY'>': ;rr ��.y'c;<vss:*,>y: .�:T :-i•,•:: ^'7'!;. a.,y(,: _:>E,;- .,�.n.4
i$F 1 `trr�?igg :? l F ",'t�L� vX Qf'a
�� 3` i �r� ' :�3
Friction Method Manning Formula
Solve For Normal Depth
t.- sru. `"9s7,t,, S%>,`seay..> ;yxx: ek^ •.:tcav r.a- +y;•r ....,i::atr�er: ,c...[^•'- asF;ra , ..t.•,. w.l,.�.....v U,ur.3i%s h'r.;:R�r's^• -
�5f?^? �.. �,. �3,S rc'Y 3. r� <� ,'M{.2. 4� �'a�Y. Z •Y ..d 3� c�} � �yUs! v'P,a;af i.N,�'s. ,{y»`.�
a::3 .- .r .,a�.r. F>.:;.x,_..15: ....�•;u..�.,..rk...v s zti.k L...... e1.�xiS..�.';5...?. a'�'.,..a..�Y..l,.,aa.,,i.,a�£. �,e...•[.Lxt-�r,;�..'.
Roughness Coefficient 0.013
Channel Slope 0.00600 ftift
Diameter 2.50 ft
Discharge 21.05 ft3/s
•r<iw�:. n>;f[DS;.�;c»::�.s:;>. ,...c�;x_•�F;<. c..; •,v ays� .r•�t•s�,:a:ss:•$'_T3;;a•r,$' vr•:Y^ ".x:N":2 n':?iF)+i�`.&`." i+��'''�P>r.:i '.l'3 cis....��y.,, ,pry..
�` �,A �'iya S J ie x1 a F .r''Zk �t �°�° ��"f �� '4 '`P �x?23�,'.�3�:'+>..1�%a:l;�'hXi >�"r S 1 F•!.'�;la s
Normal Depth 1.68 ft
Flow Area 3.27 ftz
Wetted Perimeter 4.59 ft
Top Width 2.41 ft
Critical Depth 1.56 ft
Percent Full 63.2 %
Critical Slope 0,00519 fUft
Velocity 6.44 ftls
Velocity Head 0.64 ft
Specific Energy 2.22 ft
Froude Number 0.98
Maximum Discharge 31.20 "s
Discharge Full 29.00 fris
Slope Full 0.00263 fti'ft
Flow Type SubCritical
„y .m. ..., ;£' `f �,':>m ,.e ca.^.,�;pY�3,c >t:� v_�:�••<,�S•`y-�t: � z.r,.:Fs.•�>r� :.'4 sgCe7�•v i°�ga A.�^�;�xr., _�.....�.• 7 f1 f•`�` ca,°3� <<w..,< G T ?. � N6i.'�'` ��r �>.x, � � a ''�`` , � ��`� Y�r
{f,�!r��� ��� ��x„�Sy�.st."t, t:��,+�. 4�' �.�� �' �• 7 S �1�3s�� -��.a {yn5�1� �'� ItI� b�a 7 -•%,�t�o�`�k14Ya��yi:5%i
�7x,4 A +.� aCxrt_ :�i;�,3.•cax\al.r _la. x .�� Y.aY.�:$>.es�.a�3ila .'i�,4{a<l�ra�b.G F.ab "�.t`�M.i x� •x�,> ti k` («'�s�xa�».<.,...�nlaks.ti:
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
1'•L S? "l"3<>07 t t^"d, `:�S:R"'.xg"-g'- Fc•l?,)ktg t ..`a t .,Y.. T :N\Ts h1'cR%' :";T! xt 4'. 'Y. �• 7"::\N�(" is
1 i r� •�. a ''wt rq..,. `�
tt �r�+�,(� C? [� }�e �r• �pt � 7�,7 � e�i'�.�r t "�:•£?deb k '1�>:>S' �' y��"6'e3I s c. I"'4l;�`•G�e '�, R�.xy t
�,��•e`r�Cta�������
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00
Normal Depth Over Rise 63.17 %
Downstream Velocity Infinity ftfs
Upstream Velocity Infinity ft/s
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North General Aviation' Development Circular Pepe - 8-8
•'.[:` .YK`":/"s.tGL>.y<c•_ iii'"�'t::)`..ftii`:!i:!v��'n`k:^" "tt"i .:.1'tio'.^Y} .'<>C:: '.I^ xx<.%nY' ^.Z'%f -°.t '•e:' .r. 1. '-1i7..: :�;.2'�":�?..":�"t'C' A" iAY,I•,:c..;r:«:.s.� — ,i� ;:sr ..r:..s.. .a� <�c.,s;.;.u.s;�.. .'.La ��S'z'�;,,...a. .�..u;3: N", �:`.t:V'a k- ,f.`:�•.- ;�`•.� .SS x z;.3'g;.
- T.,�;a.•. t:. :£'i"�'y.. ,rr�..ly"r>^t �, .�R',p.:•ar� c t.s>'t. "_;�z _.� .�=�,• ?5��,'i:}�- .,:E':� ��':.�,.. �s;lr�a 8 ijF�i ,�y:��;Y'f,,`�•;,� �i ee:a 4-.��-k•'�1,�� <� Q�p, �itxr "t �:,�C x �a�n�` �.� `siY�3't�a.•� •h 3��e+
r?t �b�t.�l�`L���^.L^'�f i��.y�� wr„`ft��,.� i��,s�,y�,`�.�y�a;+'.�I.<?s�ri�J.r'.�?aA,.�Ys.'�.E�'.' TiF.N�h?",E ✓F����`�,j�S��a��' �+�s,�„K a�� 'l � t�y.6ut � `4�.
m.,..u.<n.s5n!•.is�3 Va.. fs fsN....ea.. 3.t�:.:l>.x.w R ..ata .. �>...au$��,3}'xsFr,.. .k.1 a,+,f,..,..E ar,ti.��� f'� P:.<a...,>� .a...
Normal Depth 1.58 ft
Critical Depth 1.56 ft
Channel Slope 0.00600 ft/ft
Critical Slope 0.00519 fUft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FiowMaster 108.01.066.001
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North General deviation Development Circular Pipe - 8-9
�'�++:MM.7.6"iT.�:�"rM*�.�•s ram+ � ..»�:<.;!r
.!r'K ..(`t?iV4t�r'.i.•,.v �..�... Y!<wi'.EiM.>;ch f�^��v',S�rl\C.•gn>�f:.� v...YA.� �3�� :.,M�'•k
t<• f �ti, t E Pfi�i<S ��➢ J:EIS Y !<Y a1�Y T ��JZi/Ff c7 Mks t. C, f r i,l;s W k �.?7S�r1:�����n.� t��cY�rlh; � �'�`��'t`���r'�c��:� �.?>Zfi��;�?:Ss2��� �aa�siv ;�;;
, u �'..i�tt�.
Friction Method Manning Formula
Solve For Normal Depth
ktl' '�A�.3>" ..1rt7`n;y'-.: 61^ ,iYn.yS.i"� :<l Y>`o;�!t .s, :,.;�4. :.`SA& .�i+;,•;x.sJ .3.et. .s'�f''�"...�'...,:�,r•'.'�� .r�:37r`.,,i5.. :xis', a>'i��t ='f'i; n. '3x.. ..1.,.
: _�'.a,.:.. ,.s,..k;w'r�:.�`v:Y^:x;.. `�.t� ��?<:�.j.- .sd..,s_,.,. �. €i.. bts !�. ..r..Y•-L:a.\ .s,- ii:'1,f•!fir, E,t3�Y c u i w CS L s� f tii'c 7 � � - k ��'��}iK�^'`�i�„f.rr...> _'��`T...i
�.s�:�i�,!�>
Roughness Coefficient 0.013
Channel Slope 0.00500 ft/ft
Diameter 2.60 ft
Discharge 22.75 fta/s
t '�'t�f, cam:';`„ .r` ss.:j.<z. ;r«rZ9...'#.. ,,,7•.;.s}.:-< .,"�:
Normal Depth 1.67 ft
Flow Area 3.48 RZ
Wetted Perimeter 4.78 ft
Top Width 2.36 ft
Critical Depth 1.62 ft
Percent Full 66.7 %
Critical Slope 0,00540 ft/ft
Velocity 6.54 ft/s
Velocity Head 0.66 ft
Specific Energy 2.33 ft
Froude Number 0.95
Maximum Discharge 31.20 fta/s
Discharge Full 29.00 ft'/s
Slope Full 0.00308 ft/ft
Flow Type SubCritical
.y.r�... �. .nrccC'•. `ilC w.e,,: 'g{s:> .:-ya:�a; .,�.z¢.. ,..yk,::��,�-y- °Sax'>^ ,cy-x?:. '?:a:'^ �r�r'a;:+�-�• .`�.: `r•. A'T:�7-;,,-r: ••,f[es•:;r�
c .1,i., i�<�,s,f�.`'�{..�'t�S.!,..E�s..(s�. :a"M. <::� .., '�. .r �..�.3'�$>,`,;�, ,y ry^Y2•.i:�' a7yFtt Via.. c� ��y
j� +� ..} :/. :�� .SVt`h��Y.., ,�a�tv id.,! •J�•� :'.�'. .'i%�,A:�:: ��-�,.�!�,,,t1J f{�F...ef`3{.wt��J!;}i,`}�Ii'lyyy U�prfi LTA.,_�L`y�,•ar S<'.J ri•f�jr�iAS. :�;f�W. N'
I,'. rl `�,ai:..xs !R :�ir 4.?tTae• 34 c V' ?e1ZC{ ri }C :f Yam' �N f !, r i+ �r 'Z'. '�.. rN .�,. 7•x.
a.`:•x T'd u �d h �.a"3.�rimi *ao;.:.�F, ,t ��i <•r5y,�tus.�,. �,� �rY2t `'�� ';�#< �`k sv�>��4it �� Q�?:trr �jz� r���e�1ai?�
>•. .v��'.is� !'s3. �a. .r,xx<.1...€�EE�<�. `SY '�.:�ssu�i,.asi�:R:S:'�v.S',si..ssA.r•..AeF/`.��.c 6>::���uz. t d%�:: 7T.�:�t ra!r!+"+:F:�w'� 1�:9z��5k..' .ct.C:i. ,
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
+,vr� !s:f."1,:. �rF"Q^ei�<:`i<'aaf'a,' .S'.:-�.,r¢s.�.•f,. ,,,�h..•.,c,»ror - _ <:,y:5.:a c�..;-k•; cN•. �,..<s. ..t, ,.�.. .,.a z.-. `r<rv>.'
�a(�;.1 �!a. "�; ,4,.�Y�t�.a;'3 i�� 0'i 'A•+r!!c�,�.S..,�,sx`r.�'r��� ayy��'g yxKs<3sg� a :' �4. �!Pa. Z �%Z�. .� RY•!.,."i.
€(�� �:G�'�f �t�"` `kgf�Yr Yr t":�Cw�1 ��iti���,�LYy, ,t c:'`�e;2�y„S�. z'�•'Y � �� -.�� �r� 3t5• �,1 F� <� L� A S;r� �'
f. �� $L�s <�:. :-t,.�Y j7,�<k�±` y�� "fie u��, r� k' ,'��r.<#!a.•�2," '`� '�rA ix� 3 r1�y.`'�y��> 3�; r �e 'LTf"�"eY '�Y• e ,{���
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00
Normal Depth Over Rise 66.70
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
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North General Aviation Development Circular Pipe - 8-9
%7,. z .rug^` .;Tk:1 '��+;e7;>'ry✓•ns?sa';i^K�♦ :nr,�:•.s.- �,...x.�„ ,.r: K.,.
t5cyt,. _ 4 t',�"��'�`��7�;.�r+ '�%'���;�y.:,t i� > >h'�)f� c�";fl7���";�. ,'�c. ryZ. � i �>xr •x';r �V� "r f�a,"s _
::-:G ..i�r:rt^!.'its:--r.!I a7a�n.f:,.a�.�."�e�8rn..3i:x-,^.�=�J:.v�'.���?� -„_•S\.ICJ : �t Xy t� a-• s w�P r xki:�& :�,,y3�, g� +YyE�, �'��-�e4:�S•;x
Normal Depth 1.67 ft
Critical Depth 1.62 ft
Channel Slope 0.00500 Wit
Critical Slope 0.00540 ft!ft
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North General Aviation Development Circular Ripe - 8-1
-
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� rr gt � �' �.=a!- �'�:€,;ct ��s'����°� �'�?�r•"O t�e 14,��a`*.,«zsFxya �u Sr `�-�r;��' x: e':. „G'�':F��''�','t?t t ak n3 °-�. s�z.s
.i'Y,tt�.+�;jy :. 's�3 ��� z�F,•;tS.'.ii�fi�n✓,t '.,a :�• �`s �`? � z i �S � r '�`s Y Ia s. i� �S"� $ s 2+Sr ���!� �� k�4x+ �Qy�
Friction Method Manning Formula
Solve For Normal Depth
:{ �i'l Nn� .e"E'YNIN:o. .S"4F'. :•C.Xa� :,5- :l4. ra-4�srF`- 'wl..T. --..k.� - .F.; -x•,:�y. .•y.€ ,?,> ..! 'r.ir �s,; a_. �>: w f�. .�e"mk.. ';firs:. :.Lrrg< a;�.
jj + r2s5�,.aa��� -�?:§"Ci ,.tr.,°... ,,]:>n. •�X.v.>:a'..f';`' - .J d#;''k<..6 ..es''i?;v� <,.;s:.y>•.rR',�;�'` .,s.
'C'.�4�"i•+",,,far�e.$.,�3, �.,s�',•�+'-z;�:sz'�iCer`ta',`.�.`: •y`�sit,,�a<"a A�Y0., -;i.Fr3t 3�� '3�,�;c' -2. � ;!� ��'� � t �n �fy'�c'-F,y 3o?i.�t; e:�.,k}r�
��. iV?..rCp K ;�`- t�' :�5 .yq�y 5. ': �. "a:�xxx'.s�r_".. rr�tg���i.'Lt,.r,"�<.:.��HrK��d�- ttt �l��fx�i�f�2t��' c�z $ e �t ��� •
..,,_t,.t,wt:aa.., Z''S �k.��CsC% .��5: :,,1�,E ..'h.Q`F.�e L• .. 3. '1 'i`x' ; fi. `�i: ;•z..E . z..•,_�� ��rsr,_,�3i.4.X,_.1 a'.�;:1 LZ J..<�C..:(t�3
Roughness Coefficient 0.013
Channel Slope 0.00500 ft/ft
Diameter 2.50 ft
Discharge 24.93 fe/s
`.y' ya •�,v:{;e:'d t .i> C.. .,a3'•:n"v:ac;: x:Y C�:.;E:'. ws'y+, :Y.. '%Yi, x:v<• q,gr:v„ :;2` ?:Jae:.s
`:' '9't'•i':y +Se.. };.,:3I:'^�5'.�°i• .:Ti lit.' 'T3'�"".z :;h
lF�f� mot] `V;v��y p; t x•�t�.i`i�lx�k..,a ��• �'�>.�r�vx,S J rk >4�a"J��:�,5 �'rE ,kf�'e.�. ��..
6.{9:c?'SfF& � {.�.#�..trS>5'�'2R' r`f��vr�t.�.;}. �tif�,.t�.£rk��3�..Y,<h,'��iw;: �r'.,�-t§4��Gii���•�Rx�'{C.� '�•`rt�•+h;I'ss't-,•d,.:,...:,FSp.U'tak.wxti��,.xRss::a�
Normal Depth 1.79 ft
Flow Area 3.75 ft'
Wetted Perimeter 5.04 ft
Top Width 2.26 ft
Critical Depth 1.70 ft
Percent Full 71.4 %
Critical Slope 0.00568 ft/ft
Velocity 6.64 ft/s
Velocity Head 0.69 ft
Specific Energy 2.47 ft
Froude Number 0.91
Maximum Discharge 31.20 "s
Discharge Full 29.00 ft'/s
Slope Full 0.00369 ft/ft
Flow Type SubCritical
.^'S 3,e°7$'^ .,>': ra,, dnx..e� .%%..R.t:.,C•'1<� - -;'7^:'ac?`3"' 5., .s.;R..y. ec U ^-'-li.,m<'x<r;_ :z •,;as:ee:r. :tr•. +°Ft '
t ,s°- ,3j���_j-e`�.,.t�itxt;g���:�3L" $�2<i_" e'`,5,_:�l yi�..i�p.,� '��FZ. •C'" �'$sr .L�."��5�;y� l,'"%«.•,:tf -���h.�p��-S�? !," .%��v z> 1``'z
r' n� �?� ::in � >'�'c t33.q•Lzr�3}s:. �k.'t��,��Yt':i� ;��"�• ;-f*'"�i�°:..' ��"�'�7�����_�`t
sar..t a1�..r..� .:.£x,,.fiu�.ti.f��...s-.<a: t:�. k'�'=��,��i,,�z'���x>z.'<,r. 44,�s ,2�s:r���3�Y� b. ,;'� m r� ;• '�`�;� '� ,� rt=
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
���� ,."°k' iSY'.' ,��., '`{iNi aJ: Lt Vaal L7 jS :&� z"��i` :�: > `:�:l".'"p. ^:,i.�. �•� ?.. r.Ci`�1:>z y4t�:S.1 <ES;;i� w.V"1,Psz•. {.�,i�i k�. 4�Y., `4..u"<?' JiR.Z.` .i'1'.y l.l'. 1,,'t A:Sl. :,al't'�,it'..�}�C�, <�'<tr'i1x�' .<rn-<C��'.lr {� :�Sji�}%.<>>.;ell:.! �2.;t,, v�•v`.3
ty�`,t �t I i s .:x.::(c-<<y,.,{iat'1T�X.. ,s:,. �r ';A•�ik A;s'- v�i�: :AS,n�.; ��rr.��i.•<'r;l��v,•f;$..$t";3'�"'i =-�?'•r��S.,..,<yt.i.!h.:kt`��4' €,�i<:?v:'�i;'�"`"<'�4• .•3'�a<'�'>Y
"��<T� "� �ei�`.�v�jx r„ }��,�,,�'a�•Fz� �:�s� �..7,'_�X�tc r�.o�,x�a�:� ���S:i:��: i'txis�'y��€.iR...S�✓z�k 3r{ fi•�'4�rr i!�•Y i•�t. � �� Fr
f l�P i 1iaC L.9 �:z._n`b'^.`:`ti�x�3 Ls� _L ��ti •Cxki; v3:<.���..'2, i.^.�,... 'vs� S�''�.. �. t s a�&°r.F�X�r...�.,.�:i,�:.f.2ai�G:.'..
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 71.46
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
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North (general ,Aviation Development Circular Pipe - 8-1 0
' L, F:%{a '� 3`:�..�;.' y�y.;��..: .•�•�r..,:;a R3:�....x4iR7^:"'.i&'r"?' �:.•�:;s;:?� .�.�� ...r.Fcr. •.,xor ,
�,Y'. ^�'�' .Xy', .�;rb'., :Se;�a zy',%k�t•,(. h:j'vu:st..;,r FF y�...tS�.fin '=;`i•S>. 'l,:Y' i'S'%2�.'I�'>:>s':t'"s:�'-r:i" t :\;d:,} S-
�j q' iy n��' i,1 j 3�(2 �t• kv' 4 1j7 f 1�� �2 T` J �SS � ` _ �` p�s.k��iUit i1 3 �3y:�t�
F3�:Y L�i.m.,>„rs,_�w:;G't.m. ?«v.x.,,:�.(+.si'b:E3'�,.' .£�e�&sx},.�f.`ir.f4.sasi ��`?��..�. ..'ft::ss,arse„,:cd+i`,�"�a...�F?�YS�.�iEd wt\�._Z,t4j.,,�Zil]Lr.,__`�ir�,5•�r,rYa,Su�r"��S�i�.!�.<-3��£3:1�,
Normal Depth 1.79 ft
Critical Depth 1.70 ft
Channel Slope 0.00500 ft/ft
Critical Slope 0.00668 fttft
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North General Aviation Development Circular Pepe - 6-12
•'.S'r>t6 �
'
u..>..�:,e->n:.3-,• - :an•<,,:ni.�� .x,>;.:ig. .v,.:t.:. :s<s..� �;....^.y�. '��- ,a�.R >:�,}-, ..1.•� v.<�,ti' 'is`,i... arfgu>. �.ti' ..:1k=Y'.>��. .va1q.'�•.<y,. ,.,_„�...,�,, y7 ,Fq�-"��1': 2i ,�� �x`E ..£c�:•'1!{a. ,.fF<ds a e..fi„ -r.sn<. ."5:;' v.,.Q>y,.;4 71it.,>l,•;F3d:' ,5' � Q.•::�.f�.u't.r"�.. t-.3". afix:.i:.:-k 3'..
Yit�y�.S'�f1�'..1� $`�jr�'?>�2-ft3, ��..�.�.-� ��,,.E.3' S.�f�tS P� �3� '^r�`'�,y;.ELF:.: 3tj-��E..,k�•�.,;T�JF ����s.�i3+:�.,,,Cq� 2._. ,?xc�s;�`�S�i��vt'�'i`s�� �s.:Sc
rE.•A•:u;�'.vx.�rict:�ceYe?N:�l �''�.•�abe:\"1:s:x>r.�r.'-..c3,s��7 .'�>o...�u�>1<��".i9:$t�51:its`a�A�.'.�.:v`dti.C�D9�ars':�3xr"},alb?�°�sir�{�t� x#:,�1�+xst_i`�A.Y.t.�r3>}lti•�:e f �,2kre�Xa.�7'Pi>:�E'�_'M';:vl.'Li�
Friction Method Manning Formula
Solve For Normal Depth
l.ij; ii.q:,- :A ".4'���'.; .ei'1>`:.g:a h f:!.. '?' ^:C:' :a( ^ksk`SC•R`.l:k�`R•" ::Sti'..X xrp
Roughness Coefficient 0.013
Channel Slope 0.00500 ft/ft
Diameter 1.50 ft
Discharge 3.55 fris
�,.([•..,� .�,�„ ...yy;. :•i':)�.%`.�i>y'M:.�+:5'f:31i:>S�iP;:i;'.•.�:. .y yA.r...A"tl: ..,qw �.Y:',"]L'• .C`�, .C4`A `t 9 y �a,?...�.r ;v;P.:e>
•s, f_..€ �,'U?s... ...�,'h �;.(a:c,f !'..'b.. _`4i(i't� n�'i�KY,jI. ..,gyp"C�1."'�:'C.' _;�'•1,`e.,,s,t. X�i F,',,.: 'Sy.���:G �(.R�[i:;.;1. D:)f: 1.3%6>?'!. "?�.!C�R
Normal Depth 0.73 -ft
Flow Area 0.85 ft'
Wetted Perimeter 2.32 ft
Top Width 1.50 ft
Critical Depth 0.72 ft
Percent Full 48.7 %
Critical Slope 0.00528 fVft
Velocity 4.16 fVs
Velocity Head 0.27 ft
Specific Energy 1.00 ft
Froude Number 0.97
Maximum Discharge 7.99 ft'/s
Discharge Full 7.43 ft'/8
Slope Full 0.00114 ft/ft
Flow Type a SubCritical
t"94 P�L..6'T .t.n .:S,Cw a''A:.F�"W to�t 'b..iF"'�i�,�y.2��5.sY-0� 7.:• �4;' v'�'h:�.'n`.r1,:,vq'r'yS `c\.;.N '�E" P 'ti � t S�„F.. ;., .:>f .'.W`.rG 3t�<a.� £� �. �twx.¢:.:svws.dn,>..<��w4ix�* �2,�.✓.,..s?ali:.*Tuw�."i..:� �:1�.`.�rd.n}A v:.�.,'aZ...<.a".a. ,�"�c.:ft+'s. RS Ysi:+<. ..ia,..
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
..,..ya;.3',3 1 �L ''ai> °r k�'ar• ,:�Lv-,^ti";t:>r•.i -W': �a:C::"<�»y'S`• �, .x'- u,H� ny' d
'.�� v, r'�S• ".IY" ...�..'+t .�•. '�"a� R.: `�"�,. 'i'��:.`,tir'3,,a LSE'•.,�,�� "e 7 "�i e LS�Jr'�ssa,.,...�:. ,->y,
t` V ,.(�] .: 4:t�� aiG r. 1i`�;.:>.L?.s^''.�14r7�1r...33�y.. .v,�w?��:o-�?, ,.:"�.. `'�� J'�'...''r.:3;. ;� .�' �}'�ta�`•'�. ::e;`:s�^.,ra�s'3:,t.'x
E•iJ�',°�������ZJ� 22��>,"������3'es3�..�v�Yi,�ec �'i�Ci.:t+�'i�'ise`•x'i�:'t-0x.�:r. .fx��:�iG��S1��6;.1.c��.rr�r'�i'i .n�c'�..° xt5�� .? 5:.t•� t'�.5� �.'etmt�.� .. bH.l
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 48.68
Downstream Velocity infinity ft/s
Upstream Velocity Infinity ft/s
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North General Aviation Development Circular Pipe - 8-12
,ec_-�:jaF��.•:�xMr;*x, n�F•yK,i.r,y. �"iv"" rani?":=. :.r¢-.z '���.;.;g:...., C'tsz ^es<:. rK�.r•x..
=c? .iu`� ,e'�� ..c:tee"•'•, v2;... �.. il$".: .a'" .. Nq�..w,>�v+�•: ;5,y;:., �.y,�r,';>"
�d�['i�Ul��{� ��'�`���r s. t a xe�,y. � s(,�r r��e� : ��� �:�;c �t�'€�I��,� f ��b�,„F:'�d r.�;z,., '�^t,•�ge�C >�.r.
c:6sSJ:s,:t ate.. �,g�;�,#;,�.,..'•✓A 2,�.,s�?s� ,. e�Y t at��3�+� 'ram j s u io� L a � �-E s�.X! <+�-," �s�
.h<S 3.��:.s.;a,.+ttP�f1a, .u.�.�eYi`?.�x�a�,�;�.��..c_1..sSs�.A.k..�'^,"�s��F.�<':6.�?:'�.,�7.4:.:�c;_'�i�s � 3'.`��'a.,r,.,��',,•h�
Normal Depth 0.73 ft
Critical Depth 0.72 ft
Channel Slope 0.00500 Wit
Critical Slope 0.00628 fUft
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North General Aviation Development Circular Pipe - 8-13
%z o,
, +��y._y.:s. '"�y.T''naccy'4"i'r: >•;-a,:.fix;-;;Jxs;: �tr�:�^:. ao..:y;:�. .:<t�'t=" »an' e:+:x -
��!!,,
Q[i'r ��'1T��ya. !d 2tf,CiYrr Sty§� � �f akt f�� P 2.�'�'�'a t�,if4'cpi ¢ ,r• Z , v i(�� a �.y�v, �i ,2 7 � ���K�,}}
k �.3� �`- �� �s?�1+.4{i �,a+�..r.r�l�m-�+ �J' �Z o@xi.�tayF;yy, j� +j.. X�$���<. s�"�,..,��t �_ I�� �����k�•�� du'�•��t ��T i;'d'1
�....,r es,>:,:.s y n, a,..� .�_3 s,t.:,r�.x�'�c.,.,.f�s�,a.�„-r_._i.h��..nt.;_:r.rr�wsr.,r�:x,<c_,''tr,$. �"�.,�.:?�, .r�:r?a it}K.v��•�sz�:��.`i.�:, �a'a't.
Friction Method Manning Formula
Solve For Normal Depth
^4:n' 31"'lw�,'d<%S^�-ham *.}`}•eS;i.�p:ti.1:��.yam.,...F^"�'i'Y,'.:ln"�'I,,.`l�r�` r:.ti^S<f<'.. -.�,:
t�y' R �n` } fyx< sv ;i��s'i €vs . ta'3 <ry ,yy •� k�a "•7 �. ��P r aHt "<-kih'` ' yk':� h,r c
Roughness Coefficient 0,013
Channel Slope 0.00500 fHft
Diameter 2.00 ft
Discharge 9.41 ft'/s
).nk;tS.':"a"><.'T`��,�1Ci+T :+>�v�;ER�,Y"'4.. :R%`+^:�";nth,r�•r.;'ec�'-:h'+-+:�o,�'vr.,: -e r+.... .a.:. .Y. - .sU ��s.<s u y,:x_ZagZ.;�'�"�'"" .!?� Yav,.;.hk>'i 4."£E�'-R)'Ltn.xe,'err>;<c:>;:•.�.Y•-'�i..r-.,�;,r:.; r,y,.,.�a.-
t :7 }.)"s S s"� k ���,i y1'2F # `< f.y y. j2�. ' i,� •�iC 3Y 1's+; ' a 5. �A) ti gF 3 xj)&' }`P 3Y a'x �;e'r
{ Q i .?.,.:Ly.� �n.•x;?k,�ra,!,'� 1�i,,.d,�:u.{x,�.�i��usa °},:i>:r s f�..��rw�:et��...;�i...>u T.a�2'--f�r ,�.y..ati c�_�3:.,::):a,cr33��s,� �...��;.�}.nf as>,
f..i��x
Normal Depth 1.10 ft
Flow Area 1.78 ftz
Wetted Perimeter 3.36 ft
Top Width 1.99 ft
Critical Depth 1.10 ft
Percent Full 56.1
Critical Slope 0.00510 ft/ft
Velocity 5.30 ft/s
Velocity Head 0.44 ft
Specific Energy 1.54 ft
Froude Number 0.99
Maximum Discharge 17.21 ft3/s
Discharge Full 16.00 ft3/s
Slope Full 0.00173 ft/ft
Flow Type SubCritical
„i�", R�'i2:rnry;��'Cr.�.�„ ,,ox'=`-�e£'tt.,s.�+.T. ,erm -��:3..-., ,•ar.�v>!' �.;�3�,.,<X;,,. ..�, :et; .'ir„>s P.xtp:,..•.1.'�ryr•:.,3,1 :•'i::f;fii.,�
}�Jj�.
r R,TI M�s?3 �,afixtis r 1� ,�).:?•'t vh.,.,,.d.,,✓s�3.�`:f:..n:: a..�'. _;n�L.n � 3 ' : a c3 R LvsC -'{ty'} s!� <�{ ois� �i'�
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00
Normal Depth Over Rise 55.15 %
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
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North General Aviation Development Circular Pipe- 8-13
( -:'�+s.f+.'%3� `:�tp�r •��,yy,Yi+ ,�';5�:r.<r�3yn:-M:�7Ye�:rr.y�: ..tE°•m^f.�'+'�<.S�a�:<'s�y ".r_Ar ''C" .K. K ti'. �r •,•-sr•., v-x�
f� /�s�] {p�j�, � tS 3 SI��.� gs.E ^�. ..,xs l"'��• �2c `3'i? 31" '�d�k, .r,,in�;�yX 1, 4SV:Y>i"�,
N� T.tisul�.zrLi-�},�'�`�.•y F '•<<�1' ;•�y;, ��'YE" ^ ?;s�?Cti•,h 1'S''Y x;,A.,ip diy 'R%ty F:�7•;'iv .,J�tcfF��.. `iEh `tiI XV� � F��,�,�5<.t43�5$Normal Depth 1.10 ft
Critical Depth 1.10 ft
Channel Slope 0.00600 ft/ft
Critical Slope 0.00510 ft/ft
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North General Aviation Development Circular Pipe - 8-14
�. ieX:.�? r,bt�{'� ✓`sS �,.4 %J> �'+� A.ts f4; '�'<"� s, n�... !rr r rvy� rs• a> � �•„iy
::� x� )s ss al,ba: ; ��aXtvaM?4:Si3 z?=5`iSY��j�;�l�t`��. '"�i�g� � %�Ffi�n�'i,?v�S�� � ¢s�;�'�y�_+���F.�� �a•91s,:�d�''v,">
t l�� 3 i} E a{,�,� ,y Sic`�3�'j..S�""].�t����II� r'�i��` .�¢a -h.-;. � •��'"f t 3 � i'^� •:r �Yt��r�.n Y
.,�.�ks� �•:`rs:,>.ac���;�.Era...3sL,�!.�ki�..u.,,.��,,.-..:��iY':s�,,,�&;�:rrz�•su �. �_�,c�s��:�K_�!� �.� ¢�• ,�.n�.��l�t��`,7i?.�?v5.•`.s.;sa��s;rE.(•E�rt>`t��:�:st...�Y3z`:F.,`.,,i�,.:�
Friction Method Manning Formula
Solve For Normal Depth
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Roughness Coefficient 0.013
Channel Slope 0.00500 ft/ft
Diameter 2.00 ft
Discharge 11.49 fV/s
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Normal Depth 1.25 -ft
Flow.Area 2.07 ft2
Wetted Perimeter 3.66 it
Top Width 1.93 ft
Critical Depth 1.22 ft
Percent Full 62.7 %
Critical Slope 0.00648 ft/ft
Velocity 5.54 ft/s
Velocity Head 0.48 it
Specific Energy 1.73 ft
Froude Number 0.94
Maximum Discharge 17.21 ft3/s
Discharge Full 16.00 f?fs
Slope Full 0.00258 fNft
Flow Type SubCritical
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Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 62.72 %
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.066.001
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North General Aviation Development Circular Pipe - 8-14
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Normal Depth 1.25 ft
Critical Depth 1.22 ft
Channel Slope 0.00500 ft/ft
Critical Slope 0.00548 ftfft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 100.01.066.001
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North General Aviation Development Circular Pipe w 8-15
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Friction Method Manning Formula
Solve For Normal Depth
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Roughness Coefficient 0.013
Channel Slope 0.00500 ft/ft
Diameter 2.00 ft
Discharge 14.41 fPIS
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Normal Depth 1.48 ft
Flow Area 2.50 ft2
Wetted Perimeter 4.15 ft
Top Width 1.75 ft
Critical Depth 1.37 ft
Percent Full 74.2 %
Critical Slope 0.00616 ft/ft
Velocity 5.76 ft/s
Velocity Head 0.52 ft
Specific Energy 2.00 ft
Froude Number 0.85
Maximum Discharge 17.21 ftYs
Discharge Full 16.00 fe/s
Slope Full 0.00406 ft/ft
Flow Type SubC6tical
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Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
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Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 74.23 %
Downstream Velocity . Infinity ftis
Upstream Velocity Infinity ft/s
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.066.001
10116/2007 3:62:33 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA [phone] Page 1 of 2

North General Aviation Development Circular Pipe - 8-15
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Normal Depth 1.48 ft
Critical Depth 1.37 ft
Channel Slope 0.00500 ftfft
Critical Slope 0.00616 ft/ft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.066.00]
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North General Aviation Development Circular Pipe - 8-11
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Friction Method Manning Formula
Solve For Normal Depth
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Roughness Coefficient 0,013
Channel Slope 0.00400 ft/ft
Diameter 3.00 It
Discharge 38.53 ff/s
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Normal Depth 2.25 ft
Flow Area 5.70 ft2
Wetted Perimeter 6.29 ft
Top Width 2.59 ft
Critical Depth 2.02 ft
Percent Full 75.1 rya
Critical Slope 0.00528 ftlft
Velocity 6.76 ft/s
Velocity Head 0.71 It
Specific Energy 2.96 ft
Froude Number 0.80
Maximum Discharge 46.37 ft Is
Discharge Full 42.18 ft3/s
Slope Full 0.00334 ft/ft
Flow Type SubCritical
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Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
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Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00
Normal Depth Over Rise 75.12 %
Downstream Velocity Infinity ff/s
Upstream Velocity Infinity ft/s
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster (08.01.066.00]
10/1612007 3:52:42 PM 27 Stemons Company Drive Suite 200 W Watertown,CT 06795 USA [phone] Page 1 of 2

North General Aviation Development Circular Pipe - 8-11
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Normal Depth 2.25- ft
Critical Depth 2.02 ft
Channel Slope 0.00400 ft/ft
Critical Slope 0.00528 ft/ft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.066.00]
1011612007 3,52:42 PM 27 Slemons Company Drive Suite 200 W Watertown,CT 06795 USA [phone] Page 2 of 2

North General Aviation Development Circular Pipe - 70-3
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Friction Method Manning Formula
Solve For Normal Depth
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Roughness Coefficient 0.013
Channel Slope 0.05800 fVft
Diameter 1.50 ft
Discharge 7.84 ft-Is
INS"
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Normal Depth 0.57 ft
Flow Area 0.62 ft-
Wetted Perimeter 2.00 ft
Top Width 1.46 ft
Critical Depth 1.09 ft
Percent Full 38.2 %
Critical Slope 0.00731 Rift
Velocity 12.62 ftis
Velocity Head 2.47 ft
Specific Energy 3.05 ft
Froude Number 3.41
Maximum Discharge 27.21 ft'Is
Discharge Full 25.30 fft
Slope Full 0.00657 f ift
Flow Type SuperCritical
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Profile Description
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Average End Depth Over Rise 0.00
Normal Depth Over Rise 38.23 %
Downstream Velocity Infinity fvs
Upstream Velocity Infinity ftfs
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster [00.01.066.001
1011612007 3:52:50 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06705 USA [phone] Page 1 of 2

North General Aviation Development Circular Pipe - 10-3
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Critical Depth 1.09 ft
Channel Slope 0.05800 fUft
Critical Slope 0.00731 Wft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlawMaster [08.01.066.001
1011612007 3:52:50 PM 27 Slemons Company Drive Suite 200 W Watertown,CT 06796 USA [phone] Page 2 of 2

North General Aviation Development Circular Pipe - 10-2
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Solve For Normal Depth
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Roughness Coefficient 0.013
Channel Slope 0.00500 ft/ft
Diameter 1.50 ft
Discharge 2.52 ft3/s
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Normal Depth 0.60 ft
Flow Area 0.66 ft2
Wetted Perimeter 2.06 ft
Top Width 1.47 ft
Critical Depth 0.60 ft
Percent Full 40.1 %
Critical Slope 0.00503 ft/ft
Velocity 3.80 fVs
Velocity Head 0.22 ft
Specific Energy 0.83 ft
Froude Number 1.00
Maximum Discharge 7.99 fV/s
Discharge Full 7.43 fees
Slope Full 0.00058 ft/ft
Flow Type SubCritical
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INNE
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Upstream Depth 0.00 ft
Profile Description
Profile Headtoss 0.00 ft
Average End Depth Over Rise 0.00
Normal Depth Over Rise 40.15 %
Downstream Velocity Infinity fNs
Upstream Velocity Infinity ff/s
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.066.00]
1011612007 3,52:58 PM 27 Slemons Company Drive Suite 200 W Watertown,CT 06796 USA [phone] Page 1 of 2

North General Aviation Development Circular Pipe - 10-2
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Normal Depth 0.60 ft
Critical Depth 0.60 ft
Channel Slope 0.00800 fUR
Critical Slope 0.00503 fUft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.066.001
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North General Aviation Development Circular Pepe - 10-1
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Friction Method Manning Formula
Solve For Normal Depth
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Roughness Coefficient 0.013
Channel Slope 0.00600 ff/ft
Diameter 1.50 ft
Discharge 2.51 ft-/s
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Normal Depth 0.60 ft
Flow Area 0.66 ft2
Wetted Perimeter 2.06 ft
Top Width 1.47 ft
Critical Depth 0.60 ft
Percent Full 40.1 %
Critical Slope 0.00503 ft/ft
Velocity 3.79 ft/s
Velocity Head 0.22 ft
Specific Energy 0.82 ft
Froude Number 1.00
Maximum Discharge 7.99 ft3/s
Discharge Full 7.43 ft°/s
Slope Full 0.00067 ftlft
Flow Type SubCdtical
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Downstream Depth 0.00 ft
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Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00
Normal Depth Over Rise 40.06 %
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Bentley Systems,Inc. Hassled Methods Solution Center Bentley FlowMaster [08.01.066.00]
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North General Aviation Development Circular Pipe - 10-1
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4c:s!�.,t3-�,sa,,,,r�._w��::n�? :si�;.•..�`��,�.ulZ.:e:.3.lbic6:.:.F.(l�r�: t 5�.,�: �.!��Fg:.e Y. I, � b� A .i` r W � Yrg i,�,;.z�P�.ts.d�� r<�.�.1:3
Normal Depth 0.60 It
Critical Depth 0.60 ft
Channel Slope 0.00600 ft/ft
Critical Slope 0.00503 ft/ft
Bentley Systems,Inc. Hassled Methods Solution Center Bentley PlowMaster 108.01.066.001
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North General Aviation Development Barrel Z
'w: 't""3S%*s.ti:'.��e;,.r„.h::r:µ::��7�•ss - ..�...>„g;.;..-..<ti.,.,�::3v-.�t;; .traW is.r„ ••S,:�,yxsx:.r+,,, .;w•: r:N:ww<•:.,'•r�, u"!::••v
�• ^,. s�, ` ap's���•%?-.r11'»�fi53:.,.1��.v�i V.� �j ar t`�:li�"' ��. .. 4A�'•wt�'�.t"`�iS,t' �t`�c,5����a„aP'.��r�,r, �jsr�� ;`, 'sa5'Pk' �'°t�)1`< �:;�ain't.
tj>,,{]JG,�.�[t,'�'.�. ��'++� �Lrt::�5'�y�yc�y`�''r.�'}.�?•T�`.',<T„< •e�. g�Lv� .��1,,;.,L' 9'''�,<�*",t�}?`:znwt..^;€'E.<bE�.,k:"�ig,`t."�3,.��j1.•xcl;3,����.£s�C�✓�:a��,s.a�y...t
Friction Method Manning Formula
Solve For Normal Depth
•,oa y;•,:3 e_ ,�.,r.. ��,..�.n, a+..S!'LiiC'"x:. >t=ri„ r-N•,. ;Ryr-ury.., ,y�vv.•±s^n1C'.'2r-';,..,.;.:�4" .z•...t..:�,� :••a°;•y..t<3- �: '@.:+q+.
';` :..R <`�''•<<�,,�t�.�`, .;�.3r £..R�l ear'�S,t Y� ��a���� yy�'xt�3�L+i 2 .S)� a�i��+�ft,3>M,�j•.4 n<7�Y.q�sF��+'�'�atC�l,fT4��'.��i� i�tl��(�ui��n`�>� � �� ���!''
[::.��.J3,�AzJ.'<<.Rl�?pt'�LE_<a;�6 n:i}S:b;.�4;Kls�4'af'F'��.�..i: ,:�i.[�1✓<i�.':+ci X...i!e�w`i`.i:T�'ld�.:�T,�1�'ejT�i� �lz.�"`� awii ,,'�... y t�c•�iL;<;"' �, ,�� �1����
.i pr. 34r ash»,. +�f• •�:, is .eul'!v f a.EiLJ::: J;,;Y.i'r.'
Roughness Coefficient 0.013
Channel Slope 0.02900 ft/ft
Diameter 3.00 ft
Discharge 2.84 ft3/s
'i%a 'J. �..�,r.LN�';�:. Y%Y''_`:..i %o4Pi[v.L;.r �>y... x.�^t�1c<;i`rrr:,Y:`fr.w;�a-..:y;,., <,.,. <r4tw:•:7Kr�,,;,,a. .ya�„y..cvtii"+Ya' Ax ',awi _'LfsZw, ,e±v,^•z;�r•
.•�"' �C;��� 1 '0t;-� E � tF ,4c>,b. ;- nth.,.w�-1v �" 4f`t�,- �t t � f �. �aN MI��",� yi �`.,c�`�� •.L,xlt(j{(}[$, S tio1X�,.^`,�'�{�`Y` rFua�?. ,y�. 1 �y 1' qs ti i}4.f�e}✓ ?.o:• 'yr •�r �� .,�yly < 5�.,1� a�c3 er 'x t y[Y�jfy�;v��•�€,9 l
�3.4ai�:ii�%�.+T'�.
Normal Depth 0.33 It
Flow Area 0.42 ft'
Wetted Perimeter 2.02 ft
Top Width 1.87 ft
Critical Depth 0.52 ft
Percent Full 10.9
Critical Slope 0.00409 ft/ft
Velocity 6.80 ff/s
Velocity Head 0.72 ft
Specific Energy 1.05 ft
Froude Number 2.54
Maximum Discharge 122.18 ft-/s
Discharge Full 113.58 ft'/s
Slope'Full 0.00002 ft/ft
Flow Type SuperCritical
SE' 'g:',✓„>r:a��7',-r s.:��r::�:�x Y,7' ^,i4;; .'�: "'�y"`-.:..Yaa':��.p;;�?,•.:r�` r:'��'�1 oa,a .F; »Y`�^. � !'��ry
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
r..&e`::1<i;" <3ll•'4� >Yic.?3 jorr.?.::<; ��p,a:•rrsK<717i'j%'Xi�i>..�'!'4r"4'!Y`?•'".', 4'V:'r<a +rE'frA= 3'•.a'.z;: 3
F .` d y .:�'tPR>'f ,-•, ,� ,@ 'a,{r;3
,�'" +%�'.�"9•t�aif`€� d5
Ssu�?.)1f-te�L F5'd's`Sfa..�v r 3 ns
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 10.90 %
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity fUs
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FiowMaster [08.01.066<001
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North General Aviation Development Barrel 2
� d '^fi �[[((L:.S.".'. j4�i�`..�a[*t•'.-.`r.�;''y.yk,'�,r{i^"�S y..'.�:Ln5I�t����:tjl:'S1.,f1�X a>.S+Y�'-},�i�:..o'�k3 v\4:.ltv•.�.,`.�i.�'f'A:,:`,i"�:1'::.:.C.tS J`".,y�i>S}�Lj<:c,.4�bf:Y"�..4%�;`.f�"yyl!,t$tl�`Y:c�•'.i.,.y}.X;=nfi*.:?v:Ss:'4�t)l•a:.a.eS.'\•y�%`•Y:c Y l�aa��sA3.J�t`i:%t.f.>i Xxa��3•:.'yt�'•".aFT�h,a'g�"?��%}1Ta?>'�i'�t`.'R3F�':�..•�-<YFF'f'.iSt.'.�L.S�>�Af',<��:;.>f�fc,���1fK'a�.`SN.��a+.'.4D-^c✓"�;rx+Yv:c�if:��l+:'S}3lF�.):a�7la.N.',�•:a...4rx.4.;'::��:-p,..:�:.•'`:.Z FL�..�_r..i.�y t,f"..,wf1.f.�t..�1�.15y.{.,�.:.3>.r�r.._:�b"S}iYS:t�a�.';...�f_'f•
.�•ti'!r�.``i
i.,`1ctZJL.•f'�'r".PL.('A,``
j.d�?1
+
xs,,.....>.i ... �_CYun;}��.N..1...i.::taivY•...:�i:.�r'1cz::Y�.J>�4 a:.o.ha.?a'-..7��L', :rJs lZ....�'�. J � 'Lirs � .�."'��=Sj��. wv3"4�K
Normal Depth 0.33 ft
Critical Depth 0.52 ft
Channel Slope 0.02900 fyft
Critical Slope 0.00409 ft/ft
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.066.001
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r..
i
Sediment Basin Design Calculations
Project: North General Aviation Development-Grading and Drainage Computed By: CGF Date: 10/16/07
Location: Asheville,North Carolina Checked By: CGF Revised:
Client: Asheville Regional Airport
Design Criteria;
Design Storm: 10 yr
Weir Coefficient: 3.0
Height Over Weir: 1.0 ft )
10-yr Peak Bottom Bottom Storage Weir
Drainage Area Denuded Area Inflow Surface Area Storage Volume
Width Length Depth [Top Width Top Length Length Weir
Number (Ac) (Ac) (cfs) Required Provided Required Provided (ft) It (ft) (ft) (ft) (ft) Material
Basin 1 s�973 35.75 15,551 16,200 37,242 63,000 60 150 5 90 180 13.0 Rip Rap
.i.:.�•�...:....:...
Basin 2 >_'."=78 9E =' -'=;::'::k891a't 39.76 17,296 18,050 34,038 59,672 71 166 4 95 190 12.0 Rip Rap
Side Slopes: 3 :1
Required Surface Area—435-Peak Inflow(Q,a
At top of storage depth
Required Storage Volume m 1800*Denuded Area
Basin 1 Required Storage Volume calculated by simple method
Riser/Bartel Design Calculations
Project: North General Aviation Development-Grading and Drainage Computed By: CGF Date: 10/16/07
Location: Asheville,North Carolina Checked By: CGF Revised:
Developer: Asheville Regional Airport
Riser Size* Barrel Size** Anti-seep Riser Antiflotation Height
Riser No. collar size(ft displacement Block(ft x ft x above
(inches) (inches) x ft) force(Ibs) 12") storage(ft)
1 48 36 7-141428 7047 9 2
2 48 36 7.141,428 6165 9 2
Design Criteria:
* Barrel Size taken from Table 8.07a and 8.07b from North Carolina Erosion and Sediment Control Manual
** Riser Size taken from Figure 8.07b from North Carolina Erosion and Sediment Control Manual

, }
-'
Table of Contents = '
Mydra0nwHydmgrabhobyInmUoomn Tuesday,Oct 1Auou73:4Pm-
�
Hydrograph Re turn Period Recap ,~,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 1
7 Year
SummaryReport ................................................................................................ ............... 2
vnywxwgxapoo Reports .......................................................................................................... ~"
Hydrograph No. 1, Rational, POST 1+2+3+4+5+6+7 ................................................ -- 3
Hydrograph No. 2, Reservoir, BASIN 1 .-._~-_--_.-------------------_' 4
PondReport ................................................................................................................. 5
Hydrograph NO. 3L Radk]Da(, POST 8+9+10+11 .............................................................. 6
HydPOgC8Oh No. 4, Reservoir, BASIN 2 --_----_-_-----_-----_----_---_-' 7
PondReport -_.-------_--__.----_---_-_-------_----_.--------_ O
10 - Year
SummaryReport ...'....~...~~..~.~~~^.....^..~..~...~.'....~~.......~.~~~.~~~.~~...~..~.........~. 9
HydrographReports ...............................................................................................'........ 10
Hyd[Qgraph No. 1, Rational, POST 1+2 .................................................... 10
� H\dpOgr3ph No. 2, Reservoir, BASIN 1 ............. 11
Pond Report ----------'.....'......_--'.--'-_.-------.--_----_-. 1��
ph'No. 3. Rational, POST 8+9f10+11 ............................................................ 13
H«drogr8ph M�]. 4, Reservoir, BASIN 2 ......................................................................... 1/1
PondReport .............................................................................................................. 15
SummaryReport ...~.....~..~~........~.~~~~..,.~~~...~~...~^.-.....~...~~~~~~.~'~~~^'.~-~~~~~. 16
HydrographReports ...~~.~~~.~~~~.~.~~......~...~.~~~.~..,.~~..~~~~~....~~.,~~~~~..~~.~~. 17
HnHr}graph No. 1, Rational, POST 1+2+3+4+5+6f7 .................................................... 17
Hydrograph.No. 2, Reservoir, BASIN 1 '-.'-`.-._-'.'.......-.-._---.....-..-- 1{}
PondReport '----..-'.--_------__----_._-.--.-_'__---_--------' 19
Hydrograph No. 3, Rational, POST 8f9+10+11 ............................................................ 20
Hydrograph No. 4' Reservoir, BASIN 2 ----~--^--_-----__--_-_------_--- 21
�Po'nd Report -..._--._.------.-_---_--_----_._____.______________ 22
,
100 ~ Year
SummaryReport .............................................................................................................. 23
"^y~==g"=p"" Reports ........................................................................................................ 2 .
Hydrograph No. 1, Rational, POST j +7 .----.._.-_-,_-_--.-..--- 24
�� �O' �' ��esenw] � BASIN1 --.......--_-.-------__--.'-.---.-_-' 25
Pond Report �.��� .������. .���� ����­����..��' 26
Hyd No. �L ��af��n@l, POST �f�f1�f�1 -----_---'----...-__--.-~---.. 27
Hydrograph No. 4 Reservoir, BASIN 2 '--_-_-_-_---_-'---_-_--_.--~-_-' 28
PondReport ............................................................................................................... 29
.
'
`

Hydrograph Return Period Recap
Hyd. Hydrograph Inflow . Peak Outflow(cfs) Hydrograph
No. type Hyd(s) description
(origin) 1-Yr 2-Yr 3-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr
1 Rational ------- ----- 22.21 ---- ---- 34.52 40.91 ---- 50.86 POST 1+2+3+4+5+6+7
2 Reservoir 1 ------- 2.62 —— -— 11.90 20.79 ----- 33.43 BASIN 1
3 Rational ------ ------- 26.53 ------ ------ 39.86 46.48 —-- 56.43 POST 8+9+10+11
4 Reservoir 3 ------ 0.61 ----- ------ 2.84 3.97 -- 8.38 BASIN 2
Proj. file: Basins.gpw Tuesday, Oct 16 2007, 3:04 PM
Hydraflow Hydrographs by Intelisolve

2
Hydrograph Summary Report
Hyd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph
No. type flow interval peak hyd(s) elevation storage description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 Rational 22.21 1 39 51,980 --- ---- ------ POST 1+2+3+4+5+6+7
2 Reservoir 2.62 1 73 50,715 1 2136.14 48,866 BASIN 1
3 Rational 26.53 1 20 31,834 ---- ----- POST8+9+10+11
4 Reservoir M1 1 40 31,334 3 2104.29 30,951 BASIN 2
Basins.gpw Return Period: 2 Year. Tuesday, Oct 16 2007, 3:04 PM
Hvdraflnw Hwirnaranhs by Intelisolve.

Hydrograph Plot 3
Hydraflow Hydrographs by Intelisolve Tuesday,Oct 16 2007,3:4 PM
Hyd. No. 1
POST 1+2+3+4+6+6+7
Hydrograph type = Rational Peak discharge = 22.21 cfs
Storm frequency = 2 yrs Time interval = 1 min
Drainage area = 19.730 ac Runoff coeff. = 0.6
Intensity = 1.876 in/hr Tc by User = 39.00 min
IDF Curve = AVL Airport.IDF Asc/Rec limb fact = 1/1
Hydrograph Volume=61,980 cult
POST 1+2+3+4+5+6+7
Q (cfs) Hyd. No. 1 --2 Yr Q (cfs)
24.00 - -- 24.00
20.00 _--- 20.00
.................... -- -................ .................................. ...... . :..............................
..
16.00 16.00
.. .......................-...--........ .. ...................................... ...........
..-... --.. .. ._...-..
12.00 -- --..__ -- 12.00
8.00 8.00
4.00 — - 4.00
0.00 -- 0.00
0.0 0.2 0.3 0.5 0.7 0.8 1.0 1.2 1.3
Hyd No. 1 Time(hrs)

4
Hydrograph Plot
Hydraflow Hydrographs by'lntelisolve Tuesday,'Oct 16 2007,3:4 PM
Hyd. No. 2
BASIN 1
Hydrograph type = Reservoir Peak discharge = 2.62 cfs
Storm frequency = 2 yrs Time interval 1 min
Inflow hyd. No. = 1 Max. Elevation = 2136.14 ft
Reservoir name = BASIN 1 Max. Storage = 48,866 cuft
Storage Indication method used. Hydrograph Volume=50,715 cult
BASIN 1
Q(cfs) Hyd. No. 2--2 Yr Q(cfs)
24.00 24.00
20.04 - 20.00
16.00 16.00
12.00 - --..... -- 12.00
8.00 - 8.00
4.00 - 4.00
0.00 0.00
0 5 10 15 19 24 29 34 39 44 48
Time(hrs)
Hyd No.2 Hyd No. 1

Pond Report
Hydraflow Hydrographs by Intelisolve Tuesday,Oct 16 2007,3:4 PIVI
Pond No. 1 - BASIN I
Pond Data
Bottom LxW = 150.0 x 60.0 ft Side slope 3.0:1 Bottom elev. = 2132.00 ft, Depth = 8.00 ft
Stage/Storage Table
Stage(ft) Elevation(ft), Contour area(sqft) Incr.Storage(cuff) Total storage(cult)
0.00 2132.00 91000 0 0
0.40 2132.40 9.510 3,702 3,702
0.80 2132.80 10,031 3,908 7,609
1.20 2133.20 10.564 4,119 11,728
1.60 2133.60 11,108 4,334 16,062
2.00 2134.00 11,664 4,564 20,616
2.40 2134.40 12,231 4,779 25,395
2.80 2134.80 12,810 .5,008 30,403
3.20 2135.20 13,401 5,242 35,644
3.60 2135.60 14,003 6.480 41,1125
4.00 - 2136.00 14,616 5,723 46,848
4.40 2136.40 15,241 5.971 52,819
4.80 2136.80 15,877 6,223 59,042
5.20 2137.20 16,525 6,480 65,522
5.60 2137.60 17,185 6,742 72,264
6.00 2138.00 17,856 7,008 79,272
6.40 2138.40 18,539 7,279 86;560
6.80, 2138.80 19,233 7,554 94,104
7.20 2139.20 19,938 7,834 101,938
7.60 2139.60 20,655 8,118 110,056
8.00 2140.00 21,384 8,407 118,464
Culvert I Orifice Structures Weir Structures
[A] [131 [Cl [D] [A] [B] [C] [b]
Rise(in) = 36.00 3.00 12.00 0.00' Crest Len(ft) = 16.00 13.00 0.00 0.00
Span(in) = 36.00 3.00 12.00 0.00 Crest El.(ft) = 2137.00 2138.00 0.00 0.00
No.Barrels = 1 1 2 0 Weir Coeff. = 2.60 2.60 0.00 .0.00
Invert El.(R) 2124.00 2132.00 2135.60 0.00 Weir Type = Riser Broad --
Length(ft) = 78.00 0.00 0.00 0.00 Multi-Stage = Yes No No No
Slope(01.) = 130 0.00 0.00 0.00
N-Value = .013 .013 .013 .000
ONE Coaff. = 0.60 0.60 0.60 0.00
Multi-Stage n/a. Yes Yes No Exifiltration= 0.000 1n1hr(Wet area) Tailwater Elev. 0.00 ft
Note:Culverl/Orillce outflow have been analyzed under inlet and outlet control.
Stage(ft) Stage Discharge Stage(ft)
10-00 10.00
............................... ..... ........................... .......................................................
8.00 - 8.00
6.00 6.00
4.00 - 4.00
2.00-- 2.00
. ............. ................. ... ....... ......................................
0.00-- 1 1 1 1 1 0.00
0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 160.00 180.00 200.00 220.00 240.00
Total 4 Discharge(cfs)

.w.
Hydrograph Plot
Hydraflow Hydrographs by Intelisolve Tuesday,Oct 16 2007,3:4 PM
Hyd. No. 3
POST 8+9+10+11
Hydrograph type = Rational Peak discharge = 26.53 cfs
Storm frequency = 2 yrs Time interval = 1 min
Drainage area = 18.910 ac Runoff coeff. = 0.5
Intensity = 2.806 in/hr Tc by User = 20.00 min
IDF Curve = AVL Airport.IDF Asc/Rec limb fact = 1/1
Hydrograph Volume=31,834 cuft
POST 8+9+10+11
Q(ds) Hyd. No. 3--2 Yr Q(cfs)
28.00 — 28.00
_.................... . .
....................................-..................... ............ ..--------.._._......................._._........... .. .................
_.......................... ...... . ... ..................... ...................
......... .
24.00 .........
- 24.00
--....................... ............ ..... _.............. .
_....................... ..... .. --................................................ .. . ............................................ ---------
20.00 20.00
- -....... .. .. .--.--.---...................-......_.......... ... .... ............._.................... .
16.00 - 16.00
12.00 -- - --- - 12.00
8.00 8.00
4.00 - - - 4.00
0.00 - — 0.00
0.0 0.1 0.2 0.3 0.3 0.4 0.5 0.6 0.7
Hyd No. 3 Time(hrs)

7
Hydrograph Plot
Hydraflow Hydrographs by Intellsolve Tuesday,Oct 16 2007,3:4 PM
Hyd. No. 4
BASIN 2
Hydrograph type = Reservoir Peak discharge = 0.61 cfs
Storm frequency = 2 yrs- Time interval = 1 min
Inflow hyd. No. = 3 Max. Elevation = 2104.29 ft
Reservoir name = BASIN 2 Max. Storage = 30,961 cult
Storage Indication method used. Hydrograph Volume=31,334 cuft
BASIN 2
Q(cfs) Hyd.No.4--2 Yr Q (cfs)
28.00 28.00
24.00 -- - --- -- ----- ----— 24.00
20.00 _ __ ___ ___ ___ —_ 20.00
-......................... .
................ ... ... .... .. .... .. . . ................... .......
16.00 16.00
12.00 - _ 12.00
8.00 8.00
4.00 4.00
0.00 0.00
0 5 9 14 18 23 27 32 36 41 45
i
Time (hrs)
Hyd No.4 - Hyd No.3

Pond Report &
Hydraflow Hydrographs by Intelisolve Tuesday,Oct 16 2007,3:4 PM
Pond No. 2 - BASIN 2
Pond Data
Bottom LxW = 166.0 x 71.0 ft Side slope =. 3.01 Bottom elev. = 2102.00 ft Depth = 7.00 ft
Stage/Storage.Table
Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cuft) Total storage(cult)
0.00 2102.00 11,786 0 0
0.35 2102.36 12,288 4,213 4,213
0.70 2102.70 12,799 4,390 8,603
1.05 2103.06 13,319 4,570 13,173
1.40 2103.40 13,847 4,764 17,927
1.75 2103.76 14,385 4,940 22,867
2.10 2104.10 14,931 5,130 27,997
2.45 2104.45 15,486 5,323' 33,320
2.80 2104.80 16,050 5,519 38,838
3.15 2105.15 16,623 5,717 44,556
3.50 2105.50 17,204 5,919 50,475
3.85 2105.85 17,794 6,124 56,600-
4.20 2106.20 18,393 6,333 62,932
4.55 2106.55 19,001 6,544 69,476
4-90 2106.90 19,618 6,758 76,234
5.25 2107.25 20,244 6,976 83,210
5.60 2107.60 20,878 7,196 90,406
5.95 2107.95 21,521 7,420 97,826
6.30 2108.30 22,173 7,646 105,472
6.65 2108.66 22,834 7,876 113,348
7.00 2109.00 23,504 8,109 121,457
Culvert/Orifice Structures Weir Structures
[A] [B] [C] [D] [A] [B] [C]' [D]
Rise(in) = 36.00 4.00 12.00 0.00 Crest Len(ft) = 16.00 12.00 0.00 0.00
Span(in) = 36.00 4.00 12.00 0.00 Crest El.(ft) = 2106.00 2107.00 0.00 0.00
No.Barrels = 1 1 1 0 Weir Coeff. = 3.33 2.60 0.00 0.00
Invert El.(ft) = 2090.00 2102.00 2104.40 0.00 Weir Type = Riser Broad -- --
Length(ft) = 112.00 0.00 0.00 0.00 Multi-Stage = Yes No No No
Slope(%) = 2.90 0.00 0.00 0.00
N-Value = .013 .013 .013 .000
OriE Coeff. = 0.60 0.60 0.60 0.00
Multi-Stage = n/a Yes Yes No Exfiltration= 0.000 in/hr(Wet area) Tailwater Elev.= 0.00 ft
Note:Culvert/Orifice outflows have been analyzed under inlet and outlet control.
Stage(ft) Stage 1 Discharge Stage(ft)
7.00 7.00
6.00 - 6.00
5.00 5.00
4.00 - - --. .. ... - ---... - ... ......... .................. 4.00
3.00 ;_ --- --- - 3.00
2.00 _ 2.00
1.00 1.00
0.00 0.00
0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 160.00 180.00 200.00 220.00 240.00
Total Q Discharge(cfs)

9
Hydrograph Summary Report
Hyd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph
No. type flow interval peak hyd(s) elevation storage description
(origin) (cfs) (min) (min) (cult) (ft) (cuff)
1 Rational 34.52 1 39 80,777 --• ------ --- POST 1+2+3+4+5+6+7
2 Reservoir 11.90 1 65 79,408 1 2137.19 65,370 BASIN 1
3 Rational 39.86 1 20 47,832 — -—- ----- POST 8+9+10+11
4 Reservoir 2.84 1 39 47,257 3 2105.21 45,608 BASIN 2
Basins.gpw Return Period: 10_Year Tuesday, Oct 16 2007, 3:04 PM

Hydrograph Plot 10
Hydraflow Hydrographs by Intelisolve Tuesday,Oct 16 2007,3:4 PM
Hyd. No. 9
POST 1+2+3+4+5+6+7
Hydrograph type = Rational Peak discharge = 34.52 cfs
Storm frequency = 10 yrs Time interval = 1 min
Drainage area = 19.730 ac Runoff coeff. = 0.6
Intensity = 2.916 in/hr Tc by User = 39.00 min
IDF Curve = AVL Airport.iDF Asc/Rec limb fact = 1/1
Hydrograph Volume=80,777 cuft
POST 1+2+3+4+5+6+7
Q(cfs) cfs
Hyd. No. 1 -- 10 Yr Q( )
35.00 35.00
30.00
25.00 25.00
20.00 20.00
.
15.00 - _ 15.00
- ------ ..__........ .. . ..................
— ---..
10.00 10.00
_..............----...._........---
5.00 --- - - -
5.00
0.00 0.00
0.0 0.2 0.3 0.5 0.7 0.8 1.0 1.2 1.3
Hyd No. 1 Time(hrs)

11
Hydrograph Plot
Hydraflow Hydrographs by Intelisolve Tuesday,Oct 16 2007,3:4 PM
Hyd. No. 2
BASIN 1
Hydrograph type = Reservoir Peak discharge = 11.90 cfs
Storm frequency = 10 yrs Time interval = 1 min
Inflow hyd. No. = 1 Max. Elevation = 2137.19 ft
Reservoir name = BASIN 1 Max. Storage = 65,370 cuft
Storage Indication method used. Hydrograph Volume=79,408 cuft
BASIN 1
Q (cfs) Hyd. No. 2-- 10 Yr Q(cfs)
35.00 35.00
30.00 — --..._. ._....-- _.._.............._..--- 30.00
25.00 25.00
................. .. . ........ . _
20.00 — 20.00
............. __._........_................._..........._...............
15.00 - - - — 15.00
10.00 10.00
........... . ....................._...................--...................._.................................................
5.00 — — - 5.00
0.00 0.00
0 4 8 12 16 20 24 28 32 36 40 44
Time{hrs}
Hyd No. 2 Hyd No. 1

Pond Report . 12
Hydraflow Hydrographs by Inteiisolve Tuesday,Oct 16 2007,3:4 PM
Pond No. 1 - BASIN 1 -
Pond Data
Bottom LxW = 150.0 x 60.0 ft Side slope = 3.0:1 Bottom elev. = 2132.00 ft Depth = 8.00 ft
Stage I Storage Table
Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cult) Total storage(cult)
0.00 2132.00 9,000 0 0
0.40 2132.40 9,510 3,702 3,702
0.80 2132.80 10,031 3,908 7,609
1.20 2133.20 10,564 4,119 11,728
1.60 2133.60 11,108 4,334 16,062
2.00 2134.00 11,664 4,664 20,616
2.40 2134.40 12,231 4,779 25,395
2.80 2134.80 12,810 5,008 30,403
3.20 2136.20 13,401 5,242 35,644
3.60 2135.60 14,003 5,480 41,125
4.00 2136.00 14,616 5,723 46,848
4.40 2136.40 15,241 5,971 52,819
4.80 2136.80 16,877 6,223 59,042
5.20 2137.20 16,525 6,480 66,522
5.60 2137.60 17,185 6,742 72,264
6-00 2138.00 17,856 7,008 79,272
6.40 2138.40 18,539 7,279 86,550
6.80 2138.80 19,233 7,554 94,104
7.20 2139.20 19,938 7,834 101,938
7.60 2139.60 20,655 8,118 110,056
8.00 2140.00 21,384 8,407 118,464
Culvert/Orifice Structures Weir Structures
[A] [B] [C] [D] [A] [B] [C] [D]
Rise(in) = 36.00 3.00 12.00 0.00 Crest Len(ft) = 16.00 13.00 0.00 0.00
Span(in) = 36.00 3.00 12.00 0.00 Crest El.(ft) = 2137.00 2138.00 0.00 0.00
No.Barrels = 1 1 2 0 Weir Coeff. = 2.60 2.60 0.00 0.00
Invert El.(ft)' = 2124.00 2132.00 2135.60 0.00 Weir Type = Riser Broad --- --
Length(ft) = 78.00 0.00 0.00 0.00 Multi-Stage = Yes No No No
Slope(%) = 2.30 0.00 0.00 0.00
N-Value = .013 .013 .013 .000
Orif.Coeff. = 0.60 0.60 0.60 0.00
Multi-Stage = n/a Yes Yes No Exfiltration= 0.000 in/hr(Wet area) Taiiwater Elev.= 0.00 ft
Note:Culvert/Orif a outflows have been analyzed under inlet and outlet control.
Stage(ft) Stage/Discharge Stage(ft)
10.00 10.00
8.00 8.00
6.00 - -- 6.00
4.00 - - 4.00
2.00 2.00
0.00 0.00
0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 160.00 180.00 200.00 220.00 240.00
Total Q Discharge(cfs)

Hydrograph Plot 13
Hydraflow Hydrographs by Intelisolve Tuesday,Oct 16 2007,3:4 PM
Hyd. No. 3
POST 8+9+10+11
Hydrograph type = Rational Peak discharge = 39.86 cfs
Storm frequency = 10 yrs Time interval = 1 min
Drainage area = 18.910 ac Runoff coeff. = 0.5
Intensity = 4.216 in/hr Tc by User = 20.00 min
IDF Curve = AVL Airport.IDF Asc/Rec limb fact = 1/1
Hydrograph Volume=47,832 cuft
POST 8+9+1.0+11
Q(cfs) Hyd. No. 3-- 10 Yr Q (cfs)
40.00 — 40.00
30.00 - - 30.00
20.00 20.00
\N
10.00 10.00
Z ..................................................
0.00 - 0.00
0.0 0.1 0.2 0.3 0.3 0.4 0.5 0.6 0.7
Hyd No. 3 Time(hrs)

Hydrograph Plot 14
Hydraflow Hydrographs by Intellsolve Tuesday,Oct 16 2007,3:4 PM
Hyd. No. 4
BASIN 2
Hydrograph type = Reservoir Peak discharge = 2.84 cfs
Storm frequency = 10 yrs Time interval = 1 min
Inflow hyd. No. = 3 Max. Elevation = 2105.21 ft
Reservoir name = BASIN 2 Max. Storage = 45,608 cult
Storage Indication method used. Hydrograph Volume=47,257 cuft
BASIN 2
Q(cfs
Hyd. No. 4--10 Yr Q(cfs)
40.00 — 40.00
. ........................._... ..... . .. ... .. . ..................................................
30.00 30.00
20.00 - --- 20.00
10.00 10.00
0.00 0.00
0 3 7 10 13 17 20 23 27 30 33
Time{hrs)
Hyd No.4 Hyd No. 3

Pond Report �5
Hydrallow Hydrographs by Intelisolve Tuesday,Oct 16 2007,3:4 PM
Pond No. 2 - BASIN 2
Pond Data
Bottom LxW = 166.0 x 71.0 ft Side slope = 3.0:1 Bottom elev. = 2102.00 ft Depth, = 7.00 ft
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(sqft) incr.Storage(cult) Total storage(cult)
0.00 2102.00 11,786 0 0
0.35 2102.35 12,288 4,213 4,213
0.70 2102.70 12,799 4,390 8,603
1.06 2103.06 13,319 4,570 13,173
1.40 2103.40. 13,8,47 4,754 17,927
1.75 2103.76 14,385 4,940 22,867
2.10 2104.10 14,931 5,130 27,997
2.45 2104.45 16.486 5,323 33,320
2.80 2104.80 16,050 5,519 38,838
3.15 2105.15 16,623 5,717 44,556
3.50 2105.50 17,204 5,919 50,475
3.85 2105.85 17,794 6,124 56,600
4.20 2106.20 18,393 6,333 62,932
4.55 2106.56 19,001 6,544 69,476
4.90 2106.90 19,618 6,768 76,234
5.25 2107.25 20,244 6,976 83,210
5.60 2107.60 20,878 7,196 90,406
5.95 2107.95 21,521 7,420 97,826
6.30 2108.30 22,173 7,646 105,472
6.65 2108.65 22,834 7,876 113,348
7.00 2109.00 23,504 8,109 121,457
Culvert/Orifice Structures Weir Structures
[A] [B] [C] [D] [A] [B] [C] [D]
Rise(in) = 36.00 4.00 12.00 0.00 Crest Len(ft) = 16.00 12.00 0.00 0.00
Span(in) = 36.00 4.00 12.00 0.00 Crest El.(ft) = 2106.00 2107.00 0.00 0.00
No.Barrels = 1 1 1 0 Weir Coeff. = 3.33 2.60 0.00 0.00
Invert El.(ft) = 2090.00 2102.00 2104.40 0.00 Weir Type = Riser Broad - --
Length(ft) = 112.00 0.00 0.00 0.00 Multi-Stage = Yes No No No
Slope(%) = 2.90 0.00 0.00 0.00
N-Value = .013 .013 .013 .000
Orif.Coeff. = 0.60 0.60 0.60 0.00
Multi-Stage = n/a Yes Yes No EAltration= 0.000 in/hr(Wet area) Tailwater Elev.= 0.00 ft
Note:Gulvert/Orifice outflows have been analyzed under inlet and outlet control.
Stage(ft) Stage/Discharge stage(ft)
7.00 7.00
6.00 6.00
5.00 5.00
.......... ..--.._......_...._... .................._............. ................................
...._....-
4.00 - - - ---..._._ - - - 4.00
3.00 - -• 3.00
2.00 - -. .. 2.00
...... ........... ..... .. . .
...._.._..._...._.._..... .........- --..... ...--....................:. . .........--.-......--.----._...._............_........ . . .............._--...
1.00 - 1.00
0.00 0.00
0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 160.00, 180.00 200.00 220.00 240.00
Total Q
Discharge(cfs)

16
Hydrograph Summary Report
Hyd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph
No. type flow interval peak hyd(s) elevation storage description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 Rational 40.91 1 39 95,734 ---- ------ ------ POST 1+2+3+4+6+6+7
2 Reservoir 20.79 1 58 94,360 1 2137.43 69,315 BASIN 1
3 Rational 46.48 1 20 55,777 ---- --- ------ POST 8+9+10+11
4 Reservoir 3.97 1 38 55,189 3 2105.61 52,427 BASIN 2
rBasins.gpw Return Period: 25_Year Tuesday, Oct 16 2007, 3:04 PM
HwIratlnvu Hvdmaraohs by Intelisolve

Hydrograph Plot
Hydraflow Hydrographs by Intelisolve Tuesday,Oct 16 2007,3:4 PM
Hyd. No. 'I
POST 1+2+3+4+5+6+7
Hydrograph type = Rational Peak discharge = 40.91 cfs
Storm frequency = 25 yrs Time interval = 1 min
Drainage area = 19.730 ac Runoff coeff. = 0.6
Intensity = 3.456 in/hr Tc by User = 39.00 min
IDF Curve = AVL Airport.IDF Asc/Rec limb fact = 1/1
Hydrograph Volume=95,734 cult
POST 1+2+3+4+5+6+7
Q(cfs) Hyd. No. 1 --25 Yr Q(cfs)
50.00 50.00
.............._..... ._...... --... ................. . .. . .................... ...............................
....................:.
40.00 - -.._ .. - _ 40.00
30.00 -- - 30.00
............... ....... ................................... ........................................................... .............................................-....
20.00 — — — 20.00
10.00 10.00
0.00 0.00
0.0 0.2 0.3 0.5 0.7 0.8 1.0 1.2 1.3
Time(hrs)
Hyd No. 1

18
Hydrograph Plot
Hydraflow Hydrographs by Intelisolve Tuesday,Oct 16 2007,3:4 PM
Hyd. No. 2
BASIN 1
Hydrograph type = Reservoir Peak discharge = 20.79 cfs
Storm frequency = 25 yrs Time interval = 1 min
Inflow hyd. No. = 1 Max.'Elevation = 2137.43 ft
Reservoir name = BASIN 1 Max. Storage = 69,315-cult
Storage Indication method used. Hydrograph Volume=94,360 cuff
BASIN 'I
Q cfs
Hyd. No. 2--25 Yr Q(cfs)
50.00 — - 60.00
......._.......................................... ... ...... ..... ........................................................................ ............---..............................
40.00 —-------..._ _.-_ -- 40.00
30.00 30.00
20.00 20.00
10.00 10.00
0.00 - 0.00
0 3 6 10 13 16 19 22 25 29 32 35
Time{hrs}
Hyd No.2 Hyd No. 1

Pond Repot
Hydraftow Hydrographs by Intelisolve 'Tuesday,Oct 16 2007,3:4 PM
Pond No. 1 - BASIN 1
Pond Data
Bottom LxW = 150.0 x 60.0 ft Side slope = 3.0:1 Bottom elev. = 2132.00 ft Depth = 8.00 ft
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cult) Total storage(cuft)
0.00 2132.00 9,000 0 0
0.40 2132.40 9,510 3,702 3,702
0.80 2132.80 10,031 3,908 7,609
1.20 2133,20 10,664 4,119 11,728
1.60 2133.60 11,108 4,334 16,062
2.00 2134.00 11,664 4,554 20,616
2.40 2134.40 12,231 4,779 25,395
2-80 2134.80 12,810 5,008 30,403
3.20 2135.20 13,401 5,242 36,644
3.60 2135.60 14,003 5,480 41,125
4.00 2136.00 14,6,16 5,723 46,848
4.40 2136.40 15,241 = 51971' 52A19
4.80 2136.86 15,877 6,223 59,042
5.20 2137.20 16,525 6,480 65,522
5.60 2137.60 17,185 6,742 72,264
6.00 2138.00 17,856 7,008 79,272
6.40 2138.40 18,539 7,279 86,550
6.80 2138.80 19,233 7,554 94,104
7.20 2139.20 19,938 7,834 101,938
7.60 2139.60 20,655 8,118 110,056
8.00 2140.00 21,384 8,407 118.464
Culvert I Orifice Structures Weir Structures
[A] [B] [C] [D] [A] [BI [C] [D]
Rise(in) = 36.00 3.00 12.00 0.00 Crest Len(ft) = 16.00 13.00 0.00 0.00
Span(in) = 36.00 3.00 12.00 0.00 Crest El.(ft) = 2137.00 2138.00 0.00 0.00
No. Barrels = 1 1 2 0 Weir Coeff. = 2.60 2.60 0.00 0.00
Invert El.(ft) = 2124.00 2132-00 2136.60 0.00 Weir Type = Rlser Broad --- ---
Length(ft) = 78.00 0.00 0.00 0.00 Multi-Stage = Yes No No No
slope(%) = 2.30 0.00 0.00 0.00
N-Value = .013 .013 .013 .000
Orif.Coeff. = 0.60 0.60 0.60 0.00
Multi-Stage = n/a Yes Yes No Exfiltration= 0.000 in/hr(Wet area) Taiiwater Elev.= 0.00 ft
Note:Culvert/Orifice outflows have been analyzed under inlet and outlet control.
Stage(ft) Stage/Discharge Stage(ft)
10.00 10.00
8.00 - 8.00
6.00 -.... -- - - 6.00
4 4.00 -....__.... _ - -- - 4.00
2.00 2.00
0.00 0.00
0.00 20.00 40.00 60.00 80.00 100.00 120.00 146.00 160.00 180.00 200.00 220.00 240.00
Total Q Discharge(cfs)

Hydrograph Plot 20 .
Hydraflow Hydrographs by Intellsolve Tuesday,Oct 16 2007,3:4 PM
Hyd. No. 3
POST 8+9+10+11
Hydrograph type = Rational Peak discharge = 46.48 cfs
Storm frequency = 25 yrs Time interval = 1 min
Drainage area = 18.910 ac Runoff coeff. = 0.5 '
Intensity = 4.916 in/hr Tc by User = 20.00 min
IDF Curve = AVL Airport.lDF Asc/Rec limb fact = 1/1
Hydrograph Volume=55,777 cult
POST 8+9+10+11
a (Cfs) Hyd. No. 3--25 Yr Q(Cfs)
50.00 50.00
.... ......................................... ................... .......................—...... ........... ...........
......................... ......
. .. ...........................
40.00 40.00
30.00 30.00
............................. ................... ............... ...............
. ........................................\-- .. ....... ................
20.00 20.00
........
..........
10.00 10.00
.............. .............................. ................... .................................... .............. ...... .. ................................. ......
..................................................... ............................ .........
0.00 N 0.00
0.0 0.1 0.2 0.3 0.3 0.4 0.5 0.6 0.7
— Hyd No. 3 Time(hrs)

Hydrograph Plot 21
Hydraflow Hydrographs by Intellsolve Tuesday,Oct 16 2007,3:4 PM
Hyd. No. 4
BASIN 2
Hydrograph type = Reservoir Peak discharge = 3.97 cfs
Storm frequency = 25 yrs Time interval = 1 min
Inflow hyd. No. = 3 Max. Elevation = 2105.61 ft
Reservoir name = BASIN 2 Max. Storage = 52,427 cult
Storage Indication method used. Hydrograph Volume=55.189 cuff
BASIN 2
Q{cfs) Hyd. No. 4--25 Yr Q(cfs)
50.00 60.00
40.00 — 40.00
30.00 30.00
20.00 - — 20.00
1.0.00 10.00
0.00 0:00
0 3 6 10 13 16 19 22 25 29 32
Time(hrs)
Hyd No.4 Hyd No. 3

Yf
Pond Report 22
Hydraflow Hydrographs by Intelisolve Tuesday,Oct 16 2007,3:4 PM
Pond No. 2 - BASIN 2
Pond Data
Bottom LxW- = 166.0 x 71.0 ft Side slope = 3.01 Bottom elev. = 2102.00 ft Depth = 7.00 ft
Stage I Storage Table
Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(tuft) Total storage(cuft)
0.00 2102.00 11,786 0 0
0.35 2102.35 12,288 4,213 4,213
0.70 2102.70 12,799 4,390 8,603
1.05 2103.05 13,319 4,570 13,173
1.40 2103.40 13,847 4,764 17,927
1.75 2103.75 14,385 4,940 22,867
2.10 2104.10 14.931 5,130 27.997
2.45 2104.45 15,486 5,323 33,320
2.80 2104.80 16,050 5,519 38,838
3.15 2105.15 16,623 5,717 44,556
3.50 2105.50 17,204 5,919 50,475
3.85 2105.85 17,794 6,124 56,600
4.20 2106.20 18,393 6,333 62,932
4.55 2106.55 19,001 6,544 .69,476
4.90 2106.90 19,618 6,758 76,234
5.25 2107.25 20,244 6,976 83,210
5.60 2107.60 20,878 7,196 90,406
5.95 2107.95 21,521 7,420 97,826
6.30 2108.30 22,173 7,646 105,472
6.65 2108.65 22,834 7,876 113,348
7.00 2109.00 23,504 8,109 121,457
Culvert Orifice Structures Weir Structures
[A] [131 [C] ID] [A] [B] [Cl [D]
Rise(in) = 36.00 4.00 12.00 0.00 Crest Len(ft) = 16.00 12.00 0.00 0.00
Span(in) = 36.00 4.00 12.00 0.00 Crest El.(ft) = 2106.00 2107.00 0.00 0.00
No.Barrels = 1 1 1 0 Weir Coeff. = 3.33 2.60 - 0.00 0.00
Invert El.(ft) = 2090.00 2102.00 2104.40 0.00 Weir Type = Riser Broad
Length(ft) = 112.00 0.00 0.00 0.00 Multi-Stage = Yes No No No
Slope(%) = 2.90 0.00 0.00 0.00
N-Value = .013 .013 .013 .000
Orif.Coeff. = 0.60 0.60 .0.60 0.00
Multi-Stage = n1a Yes Yes No EAltration= 0.000 in1hr(Wet area) Tallwater Elev.= 0.00 ft
Note:CutvejWrifice outflows have been analyzed under Inlet and outlet control.
Stage(ft) Stage 1 Discharge Stage(ft)
7.00- 7.00
.......... ...... ........................... .. ...................
6.005.00
5.00
.......... ..........
4.00 .....- ---------
4.00
.. ............. .................... . .. . ....................... ..................... ............. -----------
------------- ........................
.................
..........
3.00 --
................. 3.00
2.00 -
2.00
1-00 -------- 1.00
............. ............. .................... .........
0.00 1 0.00
0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 160.00 180.00 200.00 220.00 240.00
Total Q Discharge(cfs)

23
Hydrograph Summary Report
Hyd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph
No. type flow interval peak hyd(s) elevation storage description
(origin) (cis) (min) (min) (cuft) (ft) (tuft)
1 Rational 50.86 1 39 119,017 ---- ---- ------ POST 1+2+3+4+5+6+7
2 Reservoir 33.43 1 52 117,638 1 2137.58 73,674 BASIN 1
3 Rational 56.43 1 20 67,721 ---- -- ----- POST 8+9+10+11
4 Reservoir 8.38 1 37 67,119 3 2106.16 62,155 BASIN 2
Basins.gpw Return Period: 100 Year .-Tuesday, Oct 16 2007, 3:04 PM
Hydraflow Hydregraphs by Intelisolve

Hydrograph PI®t 24
Hydrafiow Hydrographs by Intelisolve Tuesday,Oct 16 2007,3.4 PM
Hyd. No. 9
POST 1+2+3+4+5+6+7
Hydrograph type = Rational Peak discharge = 50.86 cfs
Storm frequency = 100 yrs Time interval = 1 min
Drainage area = 19.730 ac Runoff coeff. = 0.6
Intensity = 4.296 in/hr Tc by User = 39.00 min
IDF Curve = AVL Airport.IDF Asc/Rec limb fact = 1/1
Hydrograph Volume=119,017 tuft
POST 1+2+3+4+5+6+7
Q (cfs) Hyd. No. 1 -- 100 Yr Q(cfs)
60.00 60.00
- .. . ........................---...........-...........................
50.00
40.00 40.00
...................._..... ... _......_............_ ..._.................... . .......-.... ....................................
30.00 __._... --- 30.00
20.00 20.00
- . .......................................----................ .. . ........................_............................._.. ....--.......... ........
.........................................................
10.00 10.00
0.00 0.00
0.0 0.2 0.3. 0.5 0.7 0.8 1.0. 1.2 1.3
Hyd No. 1 Time(hrs)

f
Hydrograph Plot 25
Hydrallow Hydrographs by Intellsolve Tuesday,Oct 16 2007,3:4 PM
Hyd, No. 2
BASIN 1
Hydrograph type = Reservoir Peak discharge = 33.43 cfs
Storm frequency = 100 yrs Time interval = 1 min
Inflow hyd. No. = 1 - Max. Elevation = 2137.68 ft
Reservoir name = BASIN 1 Max. Storage .` 73,674 cuft
Storage Indication method used. Hydrograph Volume=117.638 cuff
BASIN 1
Q(cfs) Hyd. No. 2 - 100 Yr Q(cfs)
60.00 60.00
50.00 -- - - - - 50.00
40.00 - 40.00
30.00 - - -----
- 30.00
20.00 - - 20.00
10.00 10.00
0.00 - 0.00
0.0 1.8 3.7 5.5 7.3 9.2 11.0 12.8 14.7 16.5L 18.3
Hyd No.2 Hyd Na. 1
Time(hrs)

Pond Report 26
Hydraflow Hydrographs by Intelisolve Tuesday,Oct 16 2007,3:4 PM
Pond No. 1 - BASIN 1
Pond Data
Bottbm LxW = 150.0 x 60.0 ft Side slope = 3.0:1 Bottom elev. = 2132.00 ft Depth = 8.00 ft
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuff) Total storage(cuft)
0.00 2132.00 9,000 0 0
0.40 2132.40 9,510 3,702 3,702
0.80 2132.80 10,031 3,908 7,609
1.20 2133.20 10,564 4,119 11,728
1.60 2133.60 11,108 4,334 16,062
2.00 2134.00 11,664 4,554 20,616
2.40 2134.40 12,231 4,779 25,395
2.80 2134.80 12,810 6,008 30,403
3.20 2135.20 13,401 5,242 35,644
160 2135.60 14,003 5,480 41.125
4.00 2136.00 14,616 5,723 46,848
4.40 2136.40 15,241 5,971 52,819 "
4.80 2136.80 15,877 6,223 59,042
5.20 2137.20 16,525 6,480 65,522
5.60 2137.60 17,185 6,742 72,264
6.00 2138.00 17,856 7,008 79,272
6.40 2138.40 18,539 7,279 851550
6.80 2138.80 19,233 7,554 94,104
7.20 2139.20 19,938 7,834 1011938
7.60 2139.60 20,655 8,118 110.056
8.00 2140.00 21,384 8,407 118,464
Culvert/Orifice Structures Weir Structures
[A] [B] [C] [D] [A] [Bl- [C] [D]
Rise(in) = 36.00 3.00 12.00 0.00 Crest Len(ft) = 16.00 13.00 0.00 0.00
Span(in) = 36.00 3.00 12.00 0.00 Crest Et.(ft) = 2137.00 2138.00 0.00 0.00
No.Barrels = 1 1 2 0 Weir Coeff. = 2.60 2.60 0.00 0.00
Invert El.(ft) = 2124.00 2132.00 2135.60 0.00 Weir Type = Riser Broad -- --
Length(ft) = 78.00 0.00 0.00 0.00 Multi-Stage = Yes No No No
Slope(%) = 2.30 0.00 0.00 0.00
N-Value = .013 .013 .013 .000
Orif.Coeff. = 0.60 0.60 0.60 0.00
Multi-Stage = n/a Yes Yes No Exflitratlon= 0.000 in/hr(Wet area) Tailwater Elev.= 0.00 ft
Note:Culvert/Orifice outflows have been analyzed under inlet and outlet control.
Stage(ft) Stage/Discharge Stage(ft)
10.00 - 10.00
8.00 8.00
6.00 --n
.. -... -....- - 6.00
4.00 --- - -----.- 4.00
2.00 2.00
0.00 - 0.00
0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 160.00 180.00 200.00 220.00 240.00
Total Q Discharge(cfs)

Hydrograph PI®t 27
Hydraflow Hydrographs by Intelisolve Tuesday,Oct 16 2007,3:4 PM
Hyd. No. 3
POST 8+9+10+11
Hydrograph type = Rational Peak discharge = 56.43 cfs
-Storm frequency = 100 yrs Time interval = 1 min
Drainage area = 18.910 ac Runoff coeff. = 0.5
Intensity = 5.969 in/hr Tc by User = 20.00 min
IDF Curve = AVL Airport.IDF Asc/Rec limb fact = 1/1
Hydrograph Volume=67,721 cuft
POST 8+9+10+11
Q (cfs) Hyd. No. 3—100 Yr Q(cfs)
60.00 - 60.00
........._.......I.......... ... - ... .........................._..... ............................. .
50.00 --- 50.00
40.00 40.00
30.00 - —......... - -- - - 30.00
20.00 20.00
............... ____\...........
10.00 10.00
0.00 0.00
0.0 0.1 0.2 0.3 0.3 0.4 0.5 0.6 0.7
Hyd No. 3 Time(hrs)

Hydrograph Plot 28
Hydraflow Hydrographs by Intelisolve Tuesday,Oct 16 2007,3:4 PM
Hyd. No. 4
BASIN 2
Hydrograph type = Reservoir Peak discharge = 8.38 cfs
Storm frequency = 100 yrs Time interval = 1 min
Inflow hyd. No. = 3 Max. Elevation = 2106.16 ft
Reservoir name = BASIN 2 Max. Storage = 62,155 cult
Storage Indication method used. Hydrograph Volume=67,119 cuff
BASIN 2
Q(cfs) Hyd. No. 4--100 Yr Q(cfs)
60.00 -- 60.00
50.00 ------- ................... ......_ 60.00
40.00 40.00
...............
.....
...
.........
..........
.............
......
...
---.. ... .. ... ........................................ ........_..._...................
..
30.00 -- - - 30.00
20.00 — — - 20.00
10.00 10.00
0.00 0.00
0 3 6 9 11 14 17 20 23 26 28
Time(hrs)
Hyd No.4 Hyd No. 3

Pond Report 29
Hydraflow Hydrographs by Intelisolve Tuesday,Oct 16 2007,3:4 PM
Pond No. 2 - BASIN 2
Pond Data
Bottom LxW = 166.0 x 71.0 ft Side slope = 3,0:1 Bottom elev. = 2102.00 ft Depth = 7.00 ft
Stage!Storage Table
Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cult) Total storage(cult)
0.00 2102.00 11,786 0 0
0.35 2102.35 12,288 4,213 4,213
0.70 2102.70 12,799 4,390 8,603
1.05 2103.05 13,319 4,570 13,173
1.40 2103.40 13,847 4,754 17,927
1.75 2103.75 14,385 4,940 22,867
2.10 2104.10 14,931 5,130 27,997
2.45 2104.45 15,486 5,323 33,320
2.80 2104.80 16,050 5,619 38,838
3.15 2105.15 16,623 5,717 44,556
3.50 2105.50 17,204 5,919 50,475
3.85 2105.85 17,794 6,124 66,600
4.20. 2106.20 18,393 6,333 62,932
4.55 2106.55 19,001 6,544 69,476
4.90 2106.90 19,618 6.758 76,234
5.25 2107.25 20,244 6,976 83,210
5.60 2107.60 20.878 7,196 90,406
5.95 2107.95 21,521 7,420 97,826
6.30 2108.30 22,173 7,646 105.472
6.65 2108.65 22,834 7,876 113,348
7.00 2109.00 23,504 8,109 121,457
Culvert/Orifice Structures Weir Structures
[A] [B] [C] [D] [A] [B] [C] [D]
Rise(in) = 36.00 4.00 12.00 0.00 Crest Len(ft) = 16.00 12.00 0.00 0.00
Span(in) = 36.00 4.00 12.00 0.00 Crest El.(ft) = 2106.00 2107.00 0.00 0.00
No.Barrels = 1 1 1 0 Weir Coeff. = 3.33 2.60 0.00 0.00
Invert El.(ft) = 2090.00 2102.00 2104.40 0.00 Weir Type = Riser Broad -- ---
Length(ft) = 112.00 0.00 0.00 0.00 Multi-Stage = Yes No No No
Slope(%) = 2.90 0.00 0.00 0.00
N-Value = .013 .013 .013 .000
Orif.Coeff. = 0.60 0.60 0.60 0.00
Multi-Stage = n/a Yes Yes No Exfiltration= 0.000 in/hr(Wet area) Tailwater Elev.= 0.00 ft
Note:Culvert/0rifice outflows have been analyzed under inlet and ouffel control.
Stage(ft) Stage I Discharge Stage(ft)
7.00 7.00
6.00 6.00
5.00 5.00
.._. ......... ._. ....._ ..
3.00 -- ---- ----- - 3.00
2.00 2.00
1.00 .....-...........--......................................_..._..._.. -- ..... ........................----.................................................................
.......... 1.00
0.00 0.00
0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 160.00 180.00 200.00 220.00 240.00
Total Q cischarge(cfs)