20070623 Ver 1_Year 2 Mointoring Report_20101222

6� - olq4
Morgan Creek Stream Restoration Site
Haywood County, North Carolina
Cataloging Unit: 06010106
EEP Contract #: D06035 -A
December 14, 2010
MONITORING REPORT 2010 (YEAR 2)
Submitted to:
North Carolina Department of Environment and Natural Resources
North Carolina Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699 -1652
Submitted by:
Restoration Systemss, LLC
1101 Haynes Street, Suite 211
Raleigh, North Carolina 27604
Prepared by:
Wolf Creek Engineering, pllc
51 North Knob Lane
Asheville, NC 28787
l
N

MORGAN CREEK RESTORATION SITE
TABLE OF CONTENTS
MONITORING REPORT
EXECUTIVE SUMMARY .................................... ............................... ............................ iii
1.0 PROJECT GOALS, BACKGROUND, AND ATTRIBUTES ...............................
1
1.1 General Project Description ................................................. ...............................
1
1.1.1 USGS and NCDWQ River Basin Designations ........... ...............................
1
1.1.2 NCDWQ Surface Water Classification ....................... ...............................
1
1.2 Project Goals and Objectives ............................................... ...............................
3
1.3 Project Structure ................................................................... ...............................
3
1.4 Restoration Type and Approach .......................................... ...............................
5
1.5 Project History, Contacts and Attribute Data ...................... ...............................
5
InsertTable II -IV ................................................................................. ...............................
6
2.0 PROJECT CONDITION AND MONITORING RESULTS ... ...............................
8
2.1 Vegetation Assessment ........................................................ ...............................
8
2.1.1 Stem Counts ................................................................. ...............................
8
2.1.2 Vegetative Problems .................................................... ...............................
8
2.1.3 Vegetation Plot Photos ................................................. ...............................
9
2.2 Stream Assessment .............................................................. ...............................
9
2.2.1 Hydrology .................................................................... ...............................
9
2.2.2 Geomorphology ........................................................... ...............................
9
2.2.4 Photo Point Stations ................................................... ...............................
17
2.2.5 Stability Assessment .................................................. ...............................
18
2.3 Wetland Assessment .......................................................... ...............................
19
2.3.1 Hydrology .................................................................. ...............................
19
2.3.2 Vegetation .................................................................... .............................20
2.4 Conclusion ......................................................................... ...............................
20
3.0 Refrences .................................................................................. .............................21
LIST OF TABLES
Table I.
Project Components .................................................... ..............................4
Table II.
Project Activity and Reporting History ..................... ..............................6
Table III.
Project Contacts ................................................ ..............................6
Table IV.
Project Attributes .................................................... ..............................7
Table V.
Vegetation Summary .......................................... ..............................8
Table VI.
Baseline Morphology and Hydraulic Summary .......... ..........................10
-11
Table VII.
Morphology and Hydraulic Monitoring Summary ....... ..........................12
-16
Table VIII.
Verification of Bankfull Events .............................. ..............................9
Table IX.
Categorical Stream Feature Visual Stability Assessment ..........................18
-19
Table X.
Wetland Criteria Attainment ................................. .............................19
LIST OF FIGURES
Figure1. Vicinity Map ................................................... ..............................5
Morgan Creek/ Restoration Systems
Monitoring Year 2 (Dec. 2010)

MORGAN CREEK RESTORATION SITE
APPENDIX A:
Monitoring Plans
APPENDIX B:
Vegetation Raw Data
APPENDIX C:
Geomorphic Raw Data
APPENDIX D:
Wetland Raw Data
MONITORING REPORT
Morgan Creek/ Restoration Systems ii Monitoring Year 2 (Dec. 2010)

MORGAN CREEK RESTORATION SITE
EXECUTIVE SUMMARY
MONITORING REPORT
The Morgan Creek Site is located in Haywood County, North Carolina within the French Broad
River Basin, Cataloging Unit 06010106, specifically within the targeted local watershed
06010106020040. The project consisted of restoring and enhancing approximately 3,900 linear
feet of stream, restoring approximately 9.8 acres of riparian buffers, and restoring and
enhancing approximately 1. 11 acres of wetlands. The Site is in a rural setting in the Blue Ridge
hydrophysiographic ecoregion and was previously used to pasture cattle with woody vegetation
confined to isolated areas. Prior to restoration, the channels were highly degraded due to
unrestricted livestock access, channelization activities, and lack of riparian vegetation. The
restoration design was based on a Priority Level 1 and 2 approach to restore proper channel
dimension and allow for appropriate sediment transport. Cross - vanes, J -Hook vanes, and in-
stream log structures have been integrated into the channel to provide grade control, maintain
stable streambanks while the riparian vegetation establishes, and provide in- stream habitat. Sod
mats were harvested onsite and were used to stabilize the newly graded streambanks.
Excavated materials from the existing channel were used to backfill around in- stream structures
and to build riffles with a natural substrate and function.
Hydrology
Following the completion of construction in January of 2009, the Site has been subjected to at
least one bankfull event and two greater- than - bankfull events. The portions of the southwest
region of the state experienced rainfall well above normal during the spring of 2009. In July of
2009 a high rainfall event resulted in high water at 0.8 ft. above bankfull or 1.6 times maximum
channel depth. No bankfull or greater - than - bankfull flows were recorded during the second year
of monitoring (2010).
Stream
The stream reaches have managed the high -flow events of the first two years. Visual inspection
of the Site following the bankfull event in June of 2009 revealed no noticeable adjustments in
the bed or bank. The overbank event in July of 2009 resulted in noticeable adjustments in many
of the riffles. The overall grade of the channel has been maintained, while there are numerous
local adjustments in the riffles and pools. These adjustments appear to be consistent with the
channel form and have generally not affected structure stability or function. Visual observation
during the performance of Year 2 monitoring indicates that most adjustments to the bed have
stabilized and no further degradation has occurred in the last year. The banks of the channels are
intact throughout the Site.
Vegetation
Native woody and herbaceous species were used to establish, at minimum, a thirty -foot riparian
buffer on each side of the restored reach. Herbaceous species have successfully established
throughout the entire site. On -site sod transplants used to reconstruct the channel banks are well
established and show evidence of vigorous growth. Riparian buffer planting had a good
survival rate although minor issues with encroachment of cattle did occur in 2009. These issues
have been addressed and have not been a factor in 2010. The average density for planted living
stems at the end of Monitoring Year 2 is 546 stems per acre.
Morgan Creek/ Restoration Systems iii Monitoring Year 2 (Dec. 2010)

MORGAN CREEK RESTORATION SITE MONITORING REPORT
Wetland
Wetland hydrology criteria was met on two of the three groundwater gauges in the first year of
monitoring and one of the three gauges in the second year. Site wetland hydrology appears to
have diminished under drought conditions during Monitoring Year 2. The gauges that did not
meet minimum wetland hydrology suggest that restoration efforts may not be successful in
areas that are the farthest removed from the seep sources, particularly in marginal years of
precipitation. Herbaceous wetland vegetation was documented in the vegetation plots located in
the wetland restoration areas.
Planned Action
The riparian buffer bare -root planting has remained successfully established through the second
year. In general, herbaceous planting resulted in vigorous growth throughout the site, and no
remedial action with respect to vegetation is necessary.
In order to address the concern with the performance of the groundwater hydrology in the
wetland restoration areas, Restoration Systems will set up a field meeting with EEP in the
Spring of 2011 to discuss the appropriate response.
Continued visual monitoring is planned for stream areas that have been identified as "Areas of
Concern". No repair work is required at this time for any reaches of the channel.
,J
Morgan Creek/ Restoration Systems iv Monitoring Year (Dec. 2010)

i
MORGAN CREEK RESTORATION SITE MONITORING REPORT
1.0 PROJECT GOALS, BACKGROUND, AND ATTRIBUTES
The purpose of the Morgan Creek Stream Restoration Site (Site) was to restore degraded
sections of Morgan Creek and three of its tributaries located in Haywood County, North
Carolina. This monitoring report presents information regarding the site and watershed
conditions, the restoration approach for the project, the monitoring results, remedial action plan
and detailed monitoring drawings of the site.
1.1 General Project Description
The site is located approximately 10 miles northeast of the City of Waynesville in rural
Haywood County, North Carolina (Figure 1: Vicinity Map). The site consists of approximately
9.8 acres of floodplain, approximately 3,900 linear feet of stream designated as Morgan Creek
and its tributaries, and 0.51 acres of existing wetlands. The stream reaches consist of perennial
and intermittent, first and second order streams that have historically been impacted by riparian
and bank vegetation removal, channel straightening, unrestricted livestock access, and
agricultural land -use practices. Existing land use within the site consists of forested areas and
pasture land. The site is located within moderate to steep, sloping colluvial valleys and
elevations range from approximately 2500 ft. to 2625 ft. (NGVD). Past land management
activities have consisted of timber harvesting with subsequent land clearing for agricultural uses
including cattle grazing. The land outside of the conservation easement remains in active
agricultural production.
1.1.1 USGS and NCDWQ River Basin Designations
The project reach is located in the Pigeon River watershed of the French Broad River Basin
(United States Geological Survey (USGS) 14 -digit Hydrologic Unit 06010106020040) within
North Carolina Division of Water Quality ( NCDWQ) sub -basin 04- 03 -05. This sub -basin is
primarily forested, although agriculture accounts for a significant portion of the land -use.
Morgan Creek drains into Fines Creek at the downstream end of the Site, which in turn flows to
the Pigeon River five miles farther downstream.
1.1.2 NCDWQ Surface Water Classification
Morgan Creek, in the vicinity of the Site, is assigned a best usage classification of C by the
NCDWQ and as such there are no restrictions on watershed development or types of discharge.
These waters are suitable for aquatic life propagation and survival, fishing, wildlife, secondary
recreation, and agriculture. Secondary recreation includes wading, boating, and other uses not
involving human body contact with water on an organized or frequent basis.
Fines Creek, from its source to the Pigeon River, as well as the portion of the Pigeon River
located approximately 5 miles south of the Site, are listed on the DWQ final 2006 303(d) list.
Streams which are included in the 303(d) list either do not meet water quality standards or have
impaired uses. Listing of these streams likely results from non -point agriculture and urban
runoff, and potentially from industrial point source discharges. Specifically, the reason given
for the listing of Fines Creek and the Pigeon River is "Impaired Biological Integrity."
Morgan Creek/ Restoration Systems I Monitoring Year 2 (Dec. 2010)

REFERENCE REACH t,
SITE q
C
M O U N T A IN/ S I 59 O
°
AAARRRMMM % Rough w Y
H ON ze T
1334 w
l_ 13 6 l Y
N L111L�e/LiFE
KNOXVILLE E� 1 p' q3 1335
\ Pug Knoh
`•I ' / `U c�aa MANAGEMENT
` \ Haynes Knob \ S 1379 1 \
\ \ \ 1
` •\' � • "� Buamd Roost
,1 733 1 1334 I ,
PJ S G A H MORGAN CREEK _ Q°
/RESTORATION SITE 1380 1W El" 5,895
B3 ,1341 - t
' \•\m� \ '� 334 nC ;}7 0 1343 HeboMVl.
NAT I ONAI 0134 134 1337
reek N
1341 ..-• 34 � � \ Ik �1
1382 5 .x, 6� �� \ 15051 A
Crabtree Bald O
,
1 13 5 1 , ( 1351 I E%e 5.680 `
THE SUBJECT PROJECT SITE IS AN ILLS \ U It
ENVIRONMENTAL RESTORATION SITE o 1h , wed -
OF THE NCDENR ECOSYSTEM m ` 1353 Mm -,
1 338, 1396 T -
ENHANCEMENT PROGRAM (EEP) 1347 "t 0 N — ^, 1 6
AND IS ENCOMPASSED BY A " r' rr �• 1507 2
RECORDED CONSERVATION 131346 1386
a ` ' _ 1so
EASEMENT, BUT IS BORDERED BY 1338 ,�., 352 - / - 1503
lsos
LAND UNDER PRIVATE OWNERSHIP. \ 13 Panther Creek 4� `
ACCESSING THE SITE MAY REQUIRE 1346 12 2 1355 1
TRAVERSING AREAS NEAR OR j 13a6 `1624 6
,
ALONG THE EASEMENT BOUNDARY , lsoe
AND THEREFORE ACCESS BY THE 1338 , �� o NO m1509
GENERAL PUBLIC IS NOT FOREST
l cone c eek cea
PERMITTED. ACCESS BY Eeva,osz lsas 3,
AUTHORIZED PERSONEL OF STATE 45 - \ 1
AND FEDERAL AGENCIES OR THEIR eew y
DESIGNERS /CONTRACTORS INVOLVED 'I,, `r � �,, c c0blee
ry
IN THE DEVELOPMENT, OVERSIGHT l
AND STEWARDSHIP OF THE ® r ,15
RESTORATION SITE IS PERMITTED , {, G �b'
WITHIN THE TERMS AND 1331 Is
TIMEFRAMES OF THEIR DEFINED t
ROLES. ANY INTENDED SITE , J �¢O 3
VISITATION OR ACTIVITY BY ANY 0
PERSON OUTSIDE OF THESE �' rHg _ ASHEVILLE
PREVIOUSLY SANCTIONED ROLES
AND ACTIVITIES REQURIES PRIOR --
COORDINATION WITH EEP. w0heeeKnOb — Juno hon
-
0
'1319
1 11 e - - / / 1 '
/ L �L31 P A R K , 0 .) Utah Mtn ,i l �- - CLYDE
OP 1,354
DIRECTIONS TO SITE FROM ASHEVILLE:
FOLLOW I -40 WEST TOWARD KNOXVILLE, TN L
FOLLOW NC -209N TOWARD HOT SPRINGS VIA EXIT 24
AFTER 8.1 MI CONTINUE STRAIGHT ON SR -1334 (MAX PATCH RD.)
AFTER 0.7 MI TURN LEFT ON SR -1338 (FINES CREEK RD.) ;,, ,` UL, ulk
AFTER 0.1 MI TURN RIGHT ON SR -1340 (KIRKPATRICK COVE RD.)
PROCEED TO CUL —DE —SAC AT UPSTREAM END OF PROJECT
PREPARED FOR: PREPARED BY: AND BY: SCALE SITE VICINITY MAP
<. 0 1 3
!.a v, MORGAN CREEK RESTORATION SITE
olf ree -- HAYWOOD COUNTY, NORTH CAROLINA
F ai �liienf 1 MILES FIGURE 1
2

MORGAN CREEK RESTORATION SITE MONITORING REPORT
1.2 Project Goals and Objectives
The primary goals of the Morgan Creek Stream Restoration Project are to:
• Restore aquatic and riparian habitat within portions of the Morgan Creek watershed.
• Restore geomorphic stability to the subject stream reaches.
These goals will be accomplished through the following objectives:
• Restoration of approximately ten acres of Montane Alluvial Forest along both sides of
Morgan Creek.
• Removing nonpoint sources of pollution associated with cattle raising and agricultural
activities including the exclusion of livestock from Morgan Creek and adjacent
floodplain and establishing a native woody riparian buffer (at least 50' wide) adjacent
to streams and wetlands to treat surface runoff which may be laden with sediment
and/or agricultural pollutants from the adjacent landscape.
• Reestablishing stream stability and the capacity to transport watershed flows and
sediment loads by restoring a stable dimension, pattern, and profile supported by
natural in- stream habitat and grade/bank stabilization structures.
• Promoting floodwater attenuation through a) reconnecting bankfull stream flows to
the abandoned floodplain terrace, b) restoring secondary, entrenched tributaries
thereby reducing floodwater velocities, c) restoring floodplain wetlands, thereby
increasing the storage capacity for floodwaters within the Site, and d) revegetating
floodplains to increase frictional resistance on floodwaters crossing the Site.
• Improving aquatic habitat by enhancing stream bed variability and the use of in-
stream structures.
• Providing wildlife habitat including seepage slope wetlands.
These accomplishments will result in:
• Restoration and enhancement of 4083 Stream Mitigation Units.
• Providing 0.83 Wetland Mitigation Units.
• Protecting the Site with a perpetual conservation easement.
1.3 Project Structure
The project is composed of four distinct stream reaches; the main channel, Morgan Creek, and
its three tributaries, North Branch, Middle Branch, and South Branch. The project structure is
tabulated in Table I (See Below).
Morgan Creek/ Restoration Systems 3 Monitoring Year (Dec. 2010)

MORGAN CREEK RESTORATION SITE
MONITORING REPORT
�, E .�
Table
1 ?Pro ect Com onent9"
_ �
Non - Riparian (Ac)
' ��� �•`
�i
estoration Reach /Areaevel
-s��^
�
ERe oration,
�'
A roach ,
-
re�a tion ,
'C
Post-
'Restoration ,'
LFor AC
•.� � . � gy o
�, • '�.« � -
Station:'
Ran a /L ocation
Mor an Creek
R
P2
892
900
100 +00 —109+73
Morgan Creek
R
P1
340
340
108 +73 —112+00
Morgan Creek
R
P2
1402
1438
112 +00 —126+36
Morgan Creek
E1
E1
141
141
126 +36 — 127 +77
Morgan Creek
R
P2
213
212
127 +77 —129+72
North Branch
R
R2
288
296
200 +00 —202+96
North Branch
R
P2
63
66
203+38— 204 +02
Lower North Branch
R
P1
2
254
500+00— 502 +46
Middle Branch
E1
E1
148
148
300 +00 —301+48
Middle Branch
E1
E1
154
154
301+48— 303 +02
South Branch
R
P1
197
205
400+00— 402 +05
South Branch
E1
E1
115
115
402 +05 —403+20
A, C, D, E, F, G, H, 1, J, K
E
0.46
0.46
R1, R2, R3, R4, R5, R6, R7
R
0.6
0.6
Restoration
Level
Stream
(LF)
Riparian Wetland (Ac)
Non - Riparian (Ac)
Upland
(Ac)
Buffer
(Ac)
BMP
Riverine
Non-
Riverine
Restoration
3,711
0.6
Mz ' ',
�.
Enhancement
W-WO
0.46
Mllnitk W I
W.WN
Enhancement 1
558w,3'''"
Enhancement 11
t
Creation
VIRWAM1,13%,
Maw,
Preservation
HQ
� • '
Preservation
D
?
1.06
—
Totals
4,269
1.06
A licable Noh.�A" licablee,
Morgan Creek/ Restoration Systems 4 Monitoring Year 2 (Dec. 2010)

MORGAN CREEK RESTORATION SITE MONITORING REPORT
1.4 Restoration Type and Approach
Restoration and enhancement practices implemented on this project were designed to minimize
unnecessary disturbance to adjacent land and to protect mature riparian vegetation where it
exists. Consideration was given to the potential functional lift provided by restoration activities
in comparison to the functional lift that could be realized through the natural process of channel
evolution. Included in this consideration was an attempt to determine the disturbance and
sedimentation that could occur as a result of this natural process. Where restoration was
determined to be warranted, consideration was given to which reaches could best be served by
maintaining as much of the existing channel pattern as possible.
The proposed reaches of Morgan Creek and its tributaries are designed as Type B4 and Type
134a streams. This channel configuration provides the most stable and natural form in the
moderately sloping colluvial valleys that are found throughout the Site. Additionally, since
broad alluvial valleys are not found within the Site, the lower sinuosity of the Type B4 streams
will result in minimizing grading and earthwork activities. The proposed channel dimensions,
patterns, and profiles are based on hydraulic relationships and morphologic dimensionless ratios
of the reference reaches. The installation of rock and wood structures was utilized throughout
the restored reaches of the Site. Rock and log structures were installed in runs for grade control
to prevent headcut formation. Log vanes with rootwads were installed in meander bends to
direct the flow away from the outside of the bend and provide toe and bank protection. Sod
transplants were used extensively throughout the project to stabilize newly constructed channel
banks. On -site material including sod, bed material, boulders, and logs were used to the
maximum extent possible.
Proposed wetland areas are underlain by hydric soils but are non jurisdictional due to
insufficient hydrology. Channel restoration reestablished a connection between the floodplain
and the channel. Overbank flooding and better utilization of nearby seepage hydrology will
provide the needed hydrology to sustain these hydric soil zones as jurisdictional wetlands.
Areas where jurisdictional wetlands existed have been enhanced by the planting of appropriate
woody and herbaceous species. Each wetland restoration and enhancement area has been
planted with species appropriate to the ecoregion and will promote the functionality of the
wetlands as integral parts of the riparian corridor.
1.5 Project History, Contacts and Attribute Data
Tables II and III (below) provide an overview of the project implementation timeline as well as
the individual companies responsible for managing and completing various project milestones.
Information defining current land use within the watershed, Rosgen classification of the stream
reaches within the site, and various other data attributes for the site are provided in Table IV
(below).
Morgan Creek/ Restoration Systems 5 Monitoring Year 2 (Dec. 2010)

MORGAN CREEK RESTORATION SITE
MONITORING REPORT
Table II. Project Activity and Reporting History
Morgan Creek Restoration Project / EEP Contract# D06035 -A
Activity or Report
Data Collection
Complete
Completion or Delivery
Restoration Plan
Nov 2007
Jan 2008
Final Design - Construction Plans
N/A
Jul 2008
Construction
N/A
Jan 2009
Temporary S &E mix applied to entire project area
N/A
Dec 2008
Permanent seed mix applied to entire site
N/A
Dec 2008
Bare -root plantings for flood lain and uplands
N/A
Jan 2009
Mitigation Plan / As -Built Year 0 Monitoring - baseline
Jan 2009
Feb 2009
Year 1 Monitoring
Oct 2009
Dec 2009
Year 2 Monitoring
Oct 2010
Nov 2010
Year 3 Monitoring
Lamar Beasley
703 - 860 -0045
Year 4 Monitoring
North State Environmental, Inc
Year 5 Monitoring
Winston - Salem, NC 27101
Table III. Project Contact Table
Morgan Creek Restoration Project / EEP Contract# D06035 -A
Full Delivery Provider
Restoration Systems, Inc
1101 Haynes St., Suite 211
Raleigh, NC 27604
Travis Hamrick
919 - 755 -9490
Designer
Wolf Creek Engineering, pllc
51 North Knob Lane
Asheville, NC 28787
S. Grant Ginn, P.E.
828 - 658 -3649
Construction Contractor
North State Environmental, Inc
2889 Lowery St.
Winston - Salem, NC 27101
Darrell Westmoreland
336 - 725 -2010
Project Manager
American Wetlands
2310 Valley Carline Court
Ruston, VA 20191
Lamar Beasley
703 - 860 -0045
Planting & Seeding Contractor
North State Environmental, Inc
2889 Lowery St.
Winston - Salem, NC 27101
Ste hen Jo ce
336- 725 -2010
Monitoring Performers
Stream Monitoring - Wolf Creek Engineering, pllc
S. Grant Ginn, P.E. 828 - 658 -3649
Vegetation Monitoring - Axiom Environmental, Inc
I Grant Lewis 919 - 215 -1693
Morgan Creek/ Restoration Systems 6 Monitoring Year 2 (10129110)

MORGAN CREEK RESTORATION PROJECT
MONITORING REPORT
Table IV. Project Attribute Table
Morgan
Creek Restoration Project / EEP Contract# D06035 -A
Project County
Haywood
Ph sio ra hic Region
Blue Ridge
Ecore ion
Southern Crystalline Ridges and Mountains
Project River Basin
French Broad River Basin
USGS HUC for Project 14 digit)
06010106020040
NCDWQ Sub -basin for Project
04 -03 -05
Within extent of EEP Watershed Plan?
WRC Class Warm, Cool, Cold
% of project easement fenced or demarcated
100% Demarcated Easement Corners
Beaver activity observed during design phase?
I None within project site
Restoration Component Attribute Table
Morgan
North
Lower North
Middle
South
Drainage area miz
0.71
0.12
018
0.004
0 006
Stream order
Second
First
First
First
First
Restored length feet
2890
362.5
254
250
Perennial or Intermittent
Perennial
Perennial
Perennial
Intermittent
Perennial
Watershed type
Rural
Rural
Rural
Rural
Rural
Watershed LULC Distribution (e.g.)
Residential
15%
30%
35%
0%
0%
A -Row Crop
0%
0%
0%
0%
0%
A -Livestock
35%
0%
0%
65%
55%
Forested
50%
70%
65%
35%
45%
Watershed impervious cover %
5
5
5
0
0
NCDWQ AU /Index number
5 -32 -7
NCDWQ classification
C C C C C
303d listed?
No
Upstream of a 303d listed segment?
Yes
Reasons for 303d listing or stressor
non-point urban and agricultural runoff, agricultural activities
Total acreage of easement
1025
Total vegetated acreage within easement
98
Total planted acreage as part of the restoration
9.5
Ros en classification of pre-existing
C4b, G4
A4
A4
G4
F4
Ros en classification of As -Built
B4
B4a
B4
B4a
134a
Valley type
II
II
II
II
II
Valley sloe
0.0376
0.0515
00365
1 0.118
1 0.1271
Valley side sloe range
4%-44%
Valley toe slope range
4.5%-8%
Cowardin classification
N/A
Trout waters designation
N/A
Species of concern, endangered?
small whorled paqo nia, Indiana and Gray bat
Dominant soil series and characteristics
CxA
EvE, SdD, CxA
CxA
HaD2
FnE2, HaD2
Series
Cullowhee- Nikwasi
Evard - Cowee, Saunook
Cullowhee- Nikwasi
Ha esville Clay Loam
Fannin Loam
Depth in
0 -65
0-72,0-65
0 -65
0 -60
0 -61
Clay %
-
-
-
0 -35
K
mod. rapid - rapid
moderate -mod. ra id
moderate) ra id
moderate
moderate
T
Morgan Creek /Restoration Systems / Monitoring Year 2 (Oct 2010)

MORGAN CREEK RESTORATION SITE MONITORING REPORT
2.0 PROJECT CONDITION AND MONITORING RESULTS 4
2.1 Vegetation Assessment
Sampling was conducted as outlined in the CVS -EEP Protocol for Recording Vegetation,
Version 4.0 (Lee et al. 2006) ( http : / /Cvs.bio.unc.edu /methods.htm) to determine the planting
pattern of woody stems with respect to species, spacing, and density as well as to forecast
survivability and growth of planted stems in subsequent monitoring years. The taxonomic
standard for vegetation used for this document was Flora of the Carolinas, Virginia, Georgia,
and Surrounding Areas (Weakley 2008). Following Site construction six vegetative sampling
plots (five standard [10m x 10m] plots and one [5m x 20m] plot were established, monumented
at each corner with rebar and PVC pipes, and recorded during baseline surveys. All planted
stems and plot corners were marked with orange flagging tape to facilitate relocation during
subsequent monitoring years. Four plots were established in stream restoration areas and two
within wetland areas (one within a wetland enhancement area and one within a wetland
restoration area). Plots were placed within the applicable planting zones to capture the
heterogeneity of the designed vegetative communities.
2.1.1 Stem Counts
Year 2 vegetation monitoring for the Site occurred in late July 2010. Vegetation sampling
across the Site was above the required average density with 546 planted stems per acre. Native
herbaceous cover has successfully established throughout the Site. Volunteer woody species
were documented within three of the six monitoring plots (Plots 1, 2, and 4) during Year 2.
Table V: Vegetation Summary
Plot
Date
Sampled
Planted
Living
Stems
Dead or
Missing
Stems
Volunteer
Stems
Total
Living
Stems
Average
Stems
Per Acre
# species
1
7/27/2010
13
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7/27/2010
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7/27/2010
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1 7/27/20101
11
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1 7/27/2010
14
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566.56
6
6
1 7/27/20101
11
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445.15
7
2.1.2 Vegetative Problems
Stem loss which occurred at the Site since baseline monitoring may be due to several factors, in
cluding livestock encroachment in Plots 2 and 4, and mowing within Plot 5. Supplemental
planting occurred during the Year 1 (2009 monitoring season within areas that had experienced
stem loss. During Year 2 (2010) monitoring, average overall vigor of planted stems was noted
as good to excellent; however, planted stems should continue to be monitored closely in
subsequent monitoring years.
Morgan Creek/ Restoration Systems 8 Monitoring Year (Dec. 2010)

MORGAN CREEK RESTORATION SITE MONITORING REPORT
2.1.3 Vegetation Plot Photos
A photo point was established in each vegetation plot. Photo points are positioned for each plot
at the origin looking diagonally across the plot to the opposite corner. The photographs were
captured on the same day as the vegetation plot surveys (Appendix B).
2.2 Stream Assessment
Monitoring protocol follows that outlined within the EEP Site Specific Mitigation Plan and
detailed in the U.S. Army Corps of Engineers (USACE) Stream Mitigation Guidelines for
Monitoring Level I. Steam monitoring included measurements of stream dimension, profile,
pattern, bed materials, photo documentation, and stream bankfull return interval. (Baseline,
Year 1, and Year 2 summary data are provided in Tables VI and VII below).
Most of the stream reaches have managed the extreme flow events of the first and second years
reasonably well. The overall bed profile of Morgan Creek has been maintained; however, there
are numerous local adjustments to riffle and pool features. These adjustments appear to have
stabilized during Monitoring Year 2 (2010), and exhibit no additional degradation. The channel
banks are stable and fully vegetated throughout the project. Most of the in- stream structures are
intact and functional. The few structures that have been partially compromised appear to have
stabilized and are not presently in need of repair. No repairs or remediation is called for at this
time.
2.2.1 Hydrology
Since completion of construction in January of 2009, the site has been subjected to at least three
bankfull or greater events. In July of 2009, a weather system crossed western North Carolina
resulting in four inches of rainfall on -site and water elevations 0.8 feet above bankfull on
Morgan Creek. It is estimated that this storm was between a twenty -five and fifty -year event.
Heavy rainfall in the late summer of 2009 again resulted in water elevations above bankfull. No
bankful event was recorded during Monitoring Year 2 (2010). It should be noted that regional
precipitation maps from the National Oceanic and Atmospheric Administration (NOAA)
website document the entire Southeast as having received "below average" rainfall during the
2010 calendar year.
Table VIII. Verification of Bankfull Events
Date of Data
Collection
Date of Occurrence o
Bankfull Event
Height Above
Bankfull (ft)
Method of Data Collection
6/16/09
Spring 2009
At Bankfull
Debris evidence at bankfull
7/9/09
7/8/09
0.8
Crest Gauge
10/6/09
Summer 2009
0.6
Crest Gauge
2.2.2 Geomorphology
Following the procedures established in the USDA Forest Service Manual (Harrelson et al
1994) and the methodologies utilized in the Rosgen stream assessment and classification system
( Rosgen 1994, 1996), data collected consisted of detailed dimension and pattern measurements,
longitudinal profiles, and bed materials sampling.
Morgan Creek I Restoration Systems 9 Monitoring Year 2 (Dec. 2010)

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MORGAN CREEK RESTORATION SITE MONITORING REPORT
Re- survey of the permanent cross sections and profile reaches have shown some alterations in
local bed elevations with the bed form and the channel pattern remaining consistent with the
Year 1 condition. On Morgan Creek, none of the four riffle sections that were taken showed
noteworthy variation from the Year 1 condition. Any changes to the riffle sections between
Year 1 and Year 2 were minor and none suggest a systemic problem at the Site. Of the four pool
sections that were taken, one pool (PL4) showed moderate adjustment from Year 1 conditions.
The remaining pool sections on Morgan Creek remained fairly consistent with conditions
present during the performance of Year 1 monitoring and none of the adjustments are cause for
concern regarding performance of the stream.
The riffle and pool sections that were taken on North Branch indicate minor change from the
Year 1 survey. The riffle section remains consistent with Year 1 conditions while the pool
section filled in approximately 0.5 feet. The deposition in the pool section appears to be in
response to the normal sediment load transported through the site and may indicate an initial
over - excavation of the pool during construction. Inspection of the profile indicates that two
additional pools have filled in but the channel is generally consistent with the Year 1 survey.
Pebble counts were conducted at each cross - section, as well as across the overall study reach.
Pebble count data was plotted by size distribution in order to assess the D50 and D84 size class.
On Morgan Creek, the material size generally decreased from the Year 1 condition with the D50
decreasing from 56 mm to 19 mm on the upper reach, from 71 to 49 on the third reach, and
from 30mm to 25mm on the second and lower reaches. Likewise the D84 decreased from
311mm to 122mm on the upper reach, from 160mm to 11 5m on the middle reaches, and from
150mm to 64mm on the lower reach. On North Branch the D50 increased from 14mm to 50mm
while the D84 decreased slightly from 154mm to 145mm. This may have resulted from the
input of finer material from upstream of the site and/or a generally lower number of elevated
flow events during 2010.
2.2.3 Problem Areas
There are several areas of concern that should be monitored but that presently appear to be
stable. These areas have been identified on the monitoring plan sheets and generally consist of
two scenarios. First, where adjustments have occurred to the grade of the upstream end of the
riffle, it has exaggerated the drop on the structure immediately upstream (Appendix B, Problem
Area Photo). Second, where adjustments have occurred to the grade of the lower end of the
riffle, the existing bed material has limited the extent of the adjustment by forming cobble nick
points (Appendix B, Problem Area Photos). While these adjustments did not heal themselves
during Year 2, they appear to have stabilized and show no further evidence of degradation.
2.2.4 Photo Point Stations
Photo Point Stations (PPSs) have been established to assist in characterizing the site and to
allow qualitative evaluation of the site conditions. The location of each photo station has been
permanently marked in the field and the bearing /orientation of the photograph is indicated on
the monitoring plans to allow for consistent repetition. A total of ten (10) PPSs have been
established along the restored stream (Appendix B). An additional ten (10) photo stations have
been located upstream of the permanent monitoring cross sections. These photographs are
Morgan Creek/ Restoration Systems 17 Monitoring Year 2 (Dec. 2010)

MORGAN CREEK RESTORATION SITE
MONITORING REPORT
taken facing downstream looking at the section, and show as much of the banks and channel as
possible.
2.2.5 Stability Assessment
The following three tables provide a summary of the stream stability assessment and the
morphologic parameters of the Site. The Stability Assessment Table is a semi - quantitative
summary of the results from the visual inspection conducted of each reach using Table B2
(Appendix B). The Baseline Morphology and Hydraulic Summary Table and the Morphology
and Hydraulic Monitoring Summary Table provide the quantitative summary of data from the
cross sectional and longitudinal surveys for the As -built condition and for each subsequent
monitoring year.
Table IX. CateLyorical Stream Feature Visual Stability Assessment
Morgan Creek /Restoration Systems 18 Monitoring Year 2 (Dec. 2010)
Performance Percenta e — Morgan Creek Reach 1 -4
3,031 ft
Feature
Initial
MY -01
MY -02
MY -03
MY -04
MY -05
Riffles
100%
95%
96%
Pools
Pools
100%
85%
82%
Thalwe
Thalwe
100%
100%
100%
Meanders
Meanders
100%
98%
98%
Bed General
Bed General
100%
93%
100%
Vanes / J Hooks etc.
Vanes / J Hooks etc.
100%
97%
98%
Wads and Boulders
Wads and Boulders
100%
100%
100%
Morgan Creek /Restoration Systems 18 Monitoring Year 2 (Dec. 2010)
Performance Percentage - North Branch each 5 616 ft
Feature
Initial
MY -01
MY -02
MY -03
MY -04
MY -05
Riffles
100%
100%
100%
Pools
100%
97%
95%
Thalwe
100%
100%
100%
Meanders
100%
100%
100%
Bed General
100%
100%
100%
Vanes / J Hooks etc.
100%
100%
100%
Wads and Boulders
100%
100%
100%
Morgan Creek /Restoration Systems 18 Monitoring Year 2 (Dec. 2010)
Performance Percenta e - Middle Branch 302 ft
Feature
Initial
MY -01
MY -02
MY -03
MY -04
MY -05
Riffles
100%
100%
100%
Pools
100%
100%
100%
Thalwe
100%
100%
100%
Meanders
100%
100%
100%
Bed General
100%
100%
100%
Vanes / J Hooks etc.
100%
100%
100%
Wads and Boulders
100%
100%
100%
Performance Percentage - South Branch 320 ft
Morgan Creek /Restoration Systems 18 Monitoring Year 2 (Dec. 2010)

MORGAN CREEK RESTORATION SITE
MONITORING REPORT
Feature
Initial MY -01 MY -02 MY -03 MY -04 MY -05
Riffles
100%
100%
100%
Pools
100%
100%
100%
Thalwe
100%
100%
100%
Meanders
100%
100%
100%
Bed General
100%
100%
100%
Vanes / J Hooks etc.
100%
97%
100%
Wads and Boulders
100%
100%
100%
2.3 Wetland Assessment
Evaluation of the success of restored wetland areas consists of monitoring groundwater
hydrology and vegetation survival. Continuously- recording groundwater monitoring gauges
were installed in accordance with specifications in Installing Monitoring Wells /Piezometers in
Wetlands (NCWRP 1993). Monitoring gauges were set to a depth of approximately 24 inches
below the soil surface. Screened portions of each gauge were surrounded by filter fabric, buried
in screened well sand, and sealed with a bentonite cap to prevent siltation and surface flow
infiltration. Three groundwater gauges were installed in wetland restoration areas to provide
representative coverage of the Site. Hydrological sampling was performed in restoration areas
during the growing season at intervals necessary to satisfy the hydrology success criteria within
each physiographic landscape area (USEPA 1990).
Groundwater hydrology success criteria for the five -year monitoring period will include a
minimum regulatory criterion, comprising saturation (free water) within one foot of the soil
surface for 5 percent of the growing season or nine (9) consecutive days. The growing season
in Haywood County has a duration of 175 days, beginning on April 22 "a and ending on October
14`"
2.3.1 Hydrology
One of the three gauges met wetland hydrology criteria during the 2010 growing season (Table
I1I). Gauge GW 1 had groundwater present within twelve (12) inches of the surface throughout
the entire growing season. Gauge GW2 had groundwater present within 12 inches for a total of
42 days with a peak of 7 consecutive days. Gauge GW3 had groundwater present within 12
inches for a total of 21 days with a peak of 5 consecutive days. Plots of the gauge data can be
found in Appendix C
Morgan Creek/ Restoration Systems 19 Monitoring Year 2 (Dec. 2010)

MORGAN CREEK RESTORATION SITE
Exhibit Table X. Wetland Criteria Attainment
MONITORING REPORT
2.3.2 Vegetation
Vegetation plots 2 and 4 are located in wetland enhancement/restoration areas in order to
represent wetland vegetation survival rates. Each of these plots was well -above the minimum
320 stems per acre required to be surviving after three years of monitoring with 728 and 567
planted stems per plot, respectively (Table V). In addition, herbaceous vegetation establishing
within these areas included soft rush (Junczts effustts), tearthumb (Persicaria sagittata), hollow
joe -pye -weed (Eutrochittm fistulosum), and ironweed (Vernonia noveboracensis) all of which
are FACW, OBL, or FAC +.
2.4 Conclusions
The vegetation appears to be surviving at an acceptable rate and is expected to meet interim
success criteria in Monitoring Year 3. Continued visual observation is planned; however,
no action is recommended at this time.
In general, Site wetland areas appear to have suffered insufficient hydrology due to drought
conditions during Monitoring Year 2. Restoration Systems will coordinate with EEP in the
Spring 2011 to develop an appropriate response.
Continued visual monitoring is planned for stream areas that have been identified as "Areas
of Concern". Repair work is not warranted at this time on any of the areas. This is based on
the judgment that these issues have not risen to the level of posing a threat to channel or
structure stability and are not resulting in excessive erosion. It is recommended that natural
stream processes and natural re- vegetation be allowed the opportunity to mend these areas
and then re- assess their condition in the next monitoring cycle.
Morgan Creek/ Restoration Systems 20 Monitoring Year (Dec. 2010)
Well
Consecutive
Hydrology
Days of
% of
Tract
Vegetation
Veg Survival
Tract
Tract
Well ID
Growing
Threshold
Hydrology
Mean
Plot ID
Threshold Met?
Mean
Met?
Met
Season Met
GW 1
Yes
176
100
-
-
GW2
No
7
24
4
Yes
I
33%
100%
GW3
No
1 5
1 12
2
1 Yes
2.3.2 Vegetation
Vegetation plots 2 and 4 are located in wetland enhancement/restoration areas in order to
represent wetland vegetation survival rates. Each of these plots was well -above the minimum
320 stems per acre required to be surviving after three years of monitoring with 728 and 567
planted stems per plot, respectively (Table V). In addition, herbaceous vegetation establishing
within these areas included soft rush (Junczts effustts), tearthumb (Persicaria sagittata), hollow
joe -pye -weed (Eutrochittm fistulosum), and ironweed (Vernonia noveboracensis) all of which
are FACW, OBL, or FAC +.
2.4 Conclusions
The vegetation appears to be surviving at an acceptable rate and is expected to meet interim
success criteria in Monitoring Year 3. Continued visual observation is planned; however,
no action is recommended at this time.
In general, Site wetland areas appear to have suffered insufficient hydrology due to drought
conditions during Monitoring Year 2. Restoration Systems will coordinate with EEP in the
Spring 2011 to develop an appropriate response.
Continued visual monitoring is planned for stream areas that have been identified as "Areas
of Concern". Repair work is not warranted at this time on any of the areas. This is based on
the judgment that these issues have not risen to the level of posing a threat to channel or
structure stability and are not resulting in excessive erosion. It is recommended that natural
stream processes and natural re- vegetation be allowed the opportunity to mend these areas
and then re- assess their condition in the next monitoring cycle.
Morgan Creek/ Restoration Systems 20 Monitoring Year (Dec. 2010)

MORGAN CREEK RESTORATION SITE
3.0 REFRENCES
MONITORING REPORT
Lee, Michael T., R.K. Peet, S.D. Roberts, and T.R. Wentworth. 2006. CVS -EEP
Protocol for Recording Vegetation, Version 4.0. (online). Available:
hlW://cvs.bio.une.edu/methods.htm
Weakley, Alan S. 2008. Flora of the Carolinas, Virginia, Georgia, and Surrounding
Areas (working draft) (online). Available:
http://www.herbarium.unc.edu/\VeakleyFlora 2008- Apr.pdf. University of North
Carolina Herbarium, North Carolina Botanical Garden, University of North
Carolina, Chapel Hill, North Carolina.
Morgan Creek/ Restoration Systems 21 Monitoring Year 2 (Dec. 2010)

APPENDIX A
MONITORING PLANS

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APPENDIX B
VEGETATION RAW DATA

Vegetation Plot No. 1
Year 1 Photo No. 1
Year 2 Photo No. 2
Morgan Creek Monitoring Survey Year 2 10/29/10

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Year 1 Photo No. 11
Year 2 Photo No. 12
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2411
■
fr

APPENDIX C
GEOMORPHIC RAW DATA

REPRESENTATIVE PROBLEM AREA PHOTOS

Minor piping of log hook, Morgan Cr, Sta 102 +90
Year 2 10/02/10 Photo No. 13
Stabilized nick point in riffle, Morgan Cr, Sta 107 +60 (No change from Year 1)
Year 2 10/02/10 Photo No. 14
Morgan Creek Stream Restoration Site 10/29/2010

Nick point formations in riffle, Morgan Cr, Sta 124 +20 (Appears to be stable)
Year 2 10/02/10 Photo No. 15
Excessive drop over structure, Morgan Cr, Sta 101 +90 (Stable in Year 2)
Year 1 10/30/09 Photo No. 16
Morgan Creek Stream Restoration Site 10/29/2010

PHOTO POINTS

Photo Point 1
As -Built Photo No. 17 2/3/09
Year 1 . Photo No. 18 10/30/09
Year 2 Photo No. 19 10/02/10
Morgan Creek Stream Restoration Site 10/29/2010

Photo Point 1
As -Built Photo No. 20 2/3/09
Year 1 Photo No. 21 10/30/09
Year 2 Photo No. 22 10/02/10
Morgan Creek Stream Restoration Site 10/29/2010

Photo Point 1
As -Built Photo No. 23 2/3/09
Year I Photo No. 24 10/30/09
Year 2 Photo No. 25 10/02/10
Morgan Creek Stream Restoration Site 10/29/2010

Photo Point 2
As -Built Photo No. 26 2/3/09
Year 1 Photo No. 27 10/30/09
Year 2 Photo No. 28 10/02/10
Morgan Creek Stream Restoration Site 10/29/2010

WII
fear I • • No.
Vol-

..FY :.; :.e Ch
!�
��
-V ��
rf
1.� ti .t-` v� .! pus
-�x [
.� Q
-�: H � -
♦y.r }
,y �, �Cx - �y-
+�"�;� _ mil_ f 1
+ � -
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- - ,j � -. ', y'4r n
r � � j,.
a � A
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` ) /w
N _ i ! }!
�'- .y. �;�- r
.,� .�
�° "��'"'
ti
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/ � � 7' _k r
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� �� -.
- � � -,'rF
' - .� + � _�
.Q^ 1 ' `�

Photo Point 4
As -Built Photo No. 35 2/3/09
Year 1 Photo No. 36 10/30/09
Year 2 Photo No. 37 10/02/10
Morgan Creek Stream Restoration Site 10/29/2010

Photo Point 4
As -Built Photo No. 38 2/3/09
Year 1 Photo No. 39 10/30/09
Year 2 Photo No. 40 10/02/10
Morgan Creek Stream Restoration Site 10/29/2010

Photo Point 5
As -Built Photo No. 41 2/3/09
Year 1 Photo No. 42 10/30/09
Year 2 Photo No. 43 10/02/10
Morgan Creek Stream Restoration Site 10/29/2010

Photo Point 6
As -Built Photo No. 44 2/3/09
Year 1 Photo No. 45 10/30/09
Year 2 Photo No. 46 10/02/10
Morgan Creek Stream Restoration Site 10/29/2010

Ni
Photo Point 6
m
As -Built Photo No. 47 2/3/09
Year 1 Photo No. 48 10/30/09
Year 2 Photo No. 49 10/02/10
Morgan Creek Stream Restoration Site 10/29/2010

Photo Point 7
;am
As -Built Photo No. 50 2/3/09
Year 1 Photo No. 51 10/30/09
Year 2 Photo No. 52 10/02/10
Morgan Creek Stream Restoration Site 10/29/2010

Loa
Photo Point 8
earn
As -Built Photo No. 53 2/3/09
Year 1 Photo No. 54 10/30/09
Year 2 Photo No. 55 10/02/10
Morgan Creek Stream Restoration Site 10/29/2010

Photo Point 9
As -Built Photo No. 56 2/3/09
Year 1 Photo No. 57 10/30/09
Year 2 Photo No. 58 10/02/10
Morgan Creek Stream Restoration Site 10/29/2010

f
f

Photo Point 10
As -Built Photo No. 62 2/3/09
Year 1 Photo No. 63 10/30/09
Year 2 Photo No. 64 10/02/10
Morgan Creek Stream Restoration Site 10/29/2010

GEOMORPHIC DATA

O
O
lO
O
O
0 m LO a) Oi CO AP,
f-
O
N
N
N
N N N N
N
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(u) U014BA013

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o
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CD
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pr
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(14)
uollena13

N
Elevation
(ft)
CT
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cn
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vv °°
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(ft)
w
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cn
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N
V
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(4)
u01jenal3

Morgan Creek Stream Restoration Site
Haywood County, NC
Profile Reach 1 - Morgan Creek
Year 2
Bed
Water
Bankfull
Bed
Water
Bankfull
HI
Station
FS
Depth
FS
Description
Elev.
Elev.
Elev.
2613.50
1000
5.95
0.10
2607.55
2607.65
2613.50
1004.2
7.53
0.72
2605.97
2606.69
2613.50
1008
7.11
0.23
2606.39
2606.62
2613.50
1013
7.13
0.13
2606.37
2606.50
2613.50
1023
8.10
0.46
2605.40
2605.86
2613.50
1032
8.94
0.48
2604.56
2605.04
2613.50
1035
8.92
0.44
8.05
2604.58
2605.02
2605.45
2613.50
1043
8.90
0.01
2604.60
2604.61
2613.50
1051.3
10.20
0.53
2603.30
2603.83
2613.50
1054
9.98
0.30
8.92
9.00 alt bkf HOR
2603.52
2603.82
2604.58
2613.50
1059.3
9.89
0.11
2603.61
2603.72
2613.50
1066.7
11.59
0.98
2601.91
2602.89
2613.50
1071.6
10.93
0.25
2602.57
2602.82
2613.50
1076
11.40
0.25
2602.10
2602.35
2613.50
1082.6
12.46
0.76
2601.04
2601.80
2613.50
1087
12.00
0.30
10.92
10.96 alt bkf HOR
2601.50
2601.80
2602.58
2613.50
1096
11.88
0.01
2601.62
2601.63
2613.50
1108
14.22
1.18
2599.28
2600.46
2613.50
1113
13.23
0.21
12.02
12.08 alt bkf GL
2600.27
2600.48
2601.48
2613.50
1118
13.22
0.18
12.06
12.10 alt bkf HOR
2600.28
2600.46
2601.44
2605.96
1126
6.10
0.35
2599.86
2600.21
2605.96
1136
6.51
0.15
2599.45
2599.60
2605.96
1149
8.28
0.41
2597.68
2598.09
2605.96
1155
8.38
0.47
2597.58
2598.05
2605.96
1166
8.31
0.30
7.21
7.25 alt bkf HOR
2597.65
2597.95
2598.75
2605.96
1172.2
8.35
0.04
2597.61
2597.65
2605.96
1180
8.95
0.19
2597.01
2597.20
2605.96
1183.5
10.47
0.88
2595.49
2596.37
2605.96
1191
10.07
0.40
8.12
8.7 alt bkf HOR
2595.89
2596.29
2597.84
2605.96
1199
10.05
0.28
2595.91
2596.19
2605.96
1209
10.35
0.10
2595.61
2595.71
2605.96
1218.7
11.42
0.13
2594.54
2594.67
2605.96
1223.3
12.16
0.58
2593.80
2594.38
2605.96
1229.4
11.95
0.32
10.08
10.49 alt bkf HOR
2594.01
2594.33
2595.88
2605.96
1243.5
12.14
0.23
2593.82
2594.05
2605.96
1257
13.01
0.08
2592.95
2593.03
2605.96
1259.5
14.57
0.84
2591.39
2592.23
2598.14
1269
6.33
0.35
4.39
4.65 aft bkf THL
2591.81
2592.16
2593.75
2598.14
1284
6.67
0.17
2591.47
2591.64
2598.14
1291
7.66
0.21
2590.48
2590.69
2598.14
1294
8.15
0.41
2589.99
2590.40
2598.14
1305
8.20
0.25
6.43
6.46 alt bkf HOR
2589.94
2590.19
2591.71
2598.14
1316.5
8.33
0.02
2589.81
2589.83
2598.14
1331
9.83
0.01
2588.31
2588.32
2598.14
1333.4
11.22
0.97
2586.92
2587.89
2598.14
1341
10.55
0.25
8.73
8.95 alt bkf HOR
2587.59
2587.84
2589.41
2598.14
1351
10.75
0.39
2587.39
2587.78
2598.14
1363
10.78
0.05
2587.36
2587.41
2598.14
1375
12.99
1.23
2585.15
2586.38
2598.14
1388
12.06
0.25
10.76
10.91 alt bkf HOR
2586.08
2586.33
2587.38
2598.14
1393.5
12.28
0.17
2585.86
2586.03
2589.82
1406
5.77
0.89
2584.05
2584.94
2589.82
1412
5.22
0.26
3.45
3.80 alt bkf THL
2584.60
2584.86
2586.37
2589.82
1427
5.66
0.07
2584.16
2584.23
2589.82
1440.7
6.59
0.10
2583.23
2583.33
2589.82
1445
7.24
0.45
2582.58
2583.03
2589.82
1456
7.00
0.05
2582.82
2582.87
2589.82
1469
7.84
0.36
6.01
6.46 alt bkf HOR
2581.98
2582.34
2583.81
2589.82
1485.6
8.30
0.12
2581.52
2581.64
2589.82
1490
10.00
1.10
2579.82
2580.92
2589.82
1502
9.30
0.30
8.14
HOR
2580.52
2580.82
2581.68
2589.82
1514.1
9.88
0.30
8.68
8.74 aft bkf RF1
2579.94
2580.24
2581.14
2589.82
1522
10.44
0.45
2579.38
2579.83
2589.82
1530.5
11.48
0.88
2578.34
2579.22
2589.82
1535.6
10.99
0.32
9.80
9.9 alt bkf HOR
2578.83
2579.15
2580.02
2589.82
1545.6
11.16
0.08
2578.66
2578.74
2589.82
1552
12.70
0.89
2577.12
2578.01

Morgan Creek Stream Restoration Site
Haywood County, NC
Profile Reach 1 - Moraan Creek
Year 2
Bed
Water
Bankfull
Bed
Water
Bankfull
HI
Station
FS
Depth
FS
Description
Elev.
Elev.
Elev.
2589.82
1558.5
12.24
0.34
2577.58
2577.92
2589.82
1570.5
13.49
0.70
2576.33
2577.03
2589.82
1581
13.13
0.29
2576.69
2576.98
2589.82
1586.3
13.75
0.48
12.08
2576.07
2576.55
2577.74
2579.98
1602.3
3.95
0.14
2576.03
2576.17
2579.98
1609
4.88
0.54
2575.10
2575.64
2579.98
1616.4
4.65
0.03
2575.33
2575.36
2579.98
1623
4.98
0.13
3.90
HOR
2575.00
2575.13
2576.08
2579.98
1644
5.64
0.21
2574.34
2574.55
2579.98
1656
6.66
0.61
2573.32
2573.93
2579.98
1664
6.44
0.29
2573.54
2573.83
2579.98
1676.5
6.53
0.15
5.22
5.35 alt bkf NICK
2573.45
2573.60
2574.76
2579.98
1682
7.28
0.40
2572.70
2573.10
2579.98
1692
7.19
0.15
2572.79
2572.94
2579.98
1704
8.44
0.53
2571.54
2572.07
2579.98
1721
8.30
0.26
7.11
HOR
2571.68
2571.94
2572.87
2579.98
1734
8.72
0.16
2571.26
2571.42
2579.98
1742
9.94
0.86
2570.04
2570.90
2579.98
1753
9.49
0.39
8.07
8.56 alt bkf THL
2570.49
2570.88
2571.91
2579.98
1760.5
9.77
0.29
2570.21
2570.50
2579.98
1781
10.73
0.18
2569.25
2569.43
2579.98
1793
12.56
0.86
2567.42
2568.28
2572.95
1800
5.12
0.39
2567.83
2568.22
2572.95
18087
5.10
0.17
3.40
2567.85
2568.02
2569.55
2572.95
1825
5.80
0.41
2567.15
2567.56
2572.95
1843.8
5.88
0.35
2567.07
2567.42
2572.95
1854.8
6.26
0.18
4.78
4.96 aft bkf HOR
2566.69
2566.87
2568.17
2572.95
1861.7
6.30
0.14
2566.65
2566.79
2572.95
1890.8
7.10
0.23
2565.85
2566.08
2572.95
1915
7.57
0.18
2565.38
2565.56
2572.95
1923.3
9.14
0.98
2563.81
2564.79
2572.95
1930
8.57
0.24
6.53
HOR
2564.38
2564.62
2566.42
2572.95
1959.5
9.49
0.22
2563.46
2563.68
2572.95
1967.1
9.89
0.50
2563.06
2563.56
2572.95
1991.6
10.68
0.39
2562.27
2562.66
2572.95
2014
11.17
0.10
2561.78
2561.88
2572.95
2016.2
12.90
1.30
2560.05
2561.35
2566.73
2028.4
6.87
0.94
2559.86
2560.80
2566.73
2034.1
6.14
0.15
4.59
HOR
2560.59
2560.74
2562.14
2566.73
2049.1
7.20
0.39
5.03
5.20 alt bkf RF2
2559.53
2559.92
2561.70
2566.73
2062.9
7.12
0.18
2559.61
2559.79
2566.73
2077.1
9.15
1.00
2557.58
2558.58
2566.73
2087.5
8.40
0.19
6.70
7.02 aft bkf HOR
2558.33
2558.52
2560.03
2566.73
2096
8.46
0.06
2558.27
2558.33
2566.73
2111.5
10.81
1.15
2555.92
2557.07
2566.73
2116.8
9.97
0.30
PI-2
2556.76
2557.06
2566.73
2117.8
9.93
0.28
7.66
8.09 alt bkf PI-2
2556.80
2557.08
2559.07
2566.73
2139
10.70
0.24
2556.03
2556.27
2566.73
2168.7
11.85
0.31
2554.88
2555.19
2566.73
2190
12.25
0.05
2554.48
2554.53
2558.29
2204
4.80
0.15
2553.49
2553.64
2558.29
2208.2
5.87
0.79
2552.42
2553.21
2558.29
2220
5.51
0.35
2552.78
2553.13
2558.29
2235.6
6.13
0.01
2552.16
2552.17
2558.29
2252
8.02
1.15
2550.27
2551.42
2558.29
2266
7.38
0.25
6.02
6.16 alt bkf HOR
2550.91
2551.16
2552.27
2558.29
2281.4
7.68
0.06
2550.61
2550.67
2558.29
2295
9.60
0.99
2548.69
2549.68
2558.29
2312
9.08
0.27
7.71
HOR
2549.21
2549.48
2550.58
2558.29
2325
9.73
0.39
2548.56
2548.95
2558.29
2336
9.82
0.27
2548.47
2548.74
2558.29
2349
10.45
0.29
2547.84
2548.13
2558.29
2365
10.77
0.41
2547.52
2547.93
2558.29
2380
11.13
0.12
2547.16
2547.28
2558.29
2395.5
12.77
0.65
2545.52
2546.17
2558.29
2415
12.58
0.30
11.24
HOR
2545.71
2546.01
2547.05
2558.29
2426.5
13.34
0.49
2544.95
2545.44

Morgan Creek Stream Restoration Site
Haywood County, NC
Profile Reach 1 - Moroan Creek
Year 2
Bed
Water
Bankfull
Bed
Water
Bank-full
HI
Station
FS
Depth
FS
Description
Elev.
Elev.
Elev.
2558.29
2433.6
13.48
0.18
2544.81
2544.99
2558.29
2444
15.18
1.02
2543.11
2544.13
2549.67
2457
5.98
0.42
4.02
4.16 alt bkf HOR
2543.69
2544.11
2545.65
2549.67
2473.5
6.05
0.01
2543.62
2543.63
2549.67
2486.4
8.13
1.78
2541.54
2543.32
2549.67
2494
7.88
0.27
5.51
5.74 all bkf HOR
2541.79
2542.06
2544.16
2549.67
2508
8.39
0.55
2541.28
2541.83
2549.67
2519
8.58
0.69
2541.09
2541.78
2548.62
2519.6
7.52
0.66
2541.10
2541.76
2548.62
2536
7.54
0.35
2541.08
2541.43
2548.62
2561
8.45
0.15
6.52
NICK PT
2540.17
2540.32
2542.10
2548.62
2578.2
8.70
0.21
2539.92
2540.13
2548.62
2583.5
9.07
0.28
2539.55
2539.83
2548.62
2603
10.91
1.05
2537.71
2538.76
2548.62
2630
10.25
0.28
8.51
8.89 alt bkf HOR
2538.37
2538.65
2540.11
2548.62
2649
11.17
0.35
2537.45
2537.80
2548.62
2662.3
12.54
0.79
2536.08
2536.87
2548.62
2670
12.28
0.50
10.04
10.62 alt bkf HOR
2536.34
2536.84
2538.58
2548.62
2687
12.31
0.24
2536.31
2536.55
2548.62
2707
12.60
0.38
10.95
11.16 alt bkf THL
2536.02
2536.40
2537.67
2548.62
2730.4
12.95
0.29
2535.67
2535.96
2541.25
2738
5.59
0.23
2535.66
2535.89
2541.25
2754.8
6.17
0.02
2535.08
2535.10
2541.25
2770
7.23
0.36
2534.02
2534.38
2541.25
2776
7.14
0.24
5.69
5.76 alt bkf HOR
2534.11
2534.35
2535.56
2541.25
2791
7.50
0.36
2533.75
2534.11
2541.25
2801
7.71
0.55
2533.54
2534.09
2541.25
2811
7.39
0.18
2533.86
2534.04
2541.25
2822
7.78
0.27
2533.47
2533.74
2541.25
2825.6
8.35
0.32
2532.90
2533.22
2541.25
2532.50
2541.25
2532.50
2541.25
2856.5
9.26
0.51
2531.99
2532.50
2541.25
2864
9.71
0.60
2531.54
2532.14
2541.25
2872
9.74
0.20
2531.51
2531.71
2541.25
2883.2
11.23
1.06
2530.02
2531.08
2541.25
2893
10.63
0.46
9.10
9.22 alt bkf HOR
2530.62
2531.08
2532.15
2541.25
2905
10.91
0.30
2530.34
2530.64
2541.25
2929
12.81
0.81
2528.44
2529.25
2541.25
2939
12.84
0.85
2528.41
2529.26
2541.25
2950.8
12.45
0.36
2528.80
2529.16
2541.25
2970
12.65
0.09
2528.60
2528.69
2541.25
2979
13.70
0.57
2527.55
2528.12
2541.25
3000
13.87
0.31
2527.38
2527.69
2532.70
3018.5
6.07
0.25
2526.63
2526.88
2532.70
3033
7.13
0.56
2525.57
2526.13
2532.70
3043
7.07
0.39
5.14
HOR
2525.63
2526.02
2527.56
2532.70
3062
7.18
0.29
2525.52
2525.81
2532.70
3069
7.23
0.08
2525.47
2525.55
2532.70
3086.6
8.75
0.64
2523.95
2524.59
2532.70
3103
8.66
0.48
6.73
HOR
2524.04
2524.52
2525.97
2532.70
3123
9.26
0.40
2523.44
2523.84
2532.70
3132.2
9.54
0.24
2523.16
2523.40
2532.70
3145
9.75
0.20
8.25
HOR
2522.95
2523.15
2524.45
2532.70
3166
10.36
0.24
2522.34
2522.58
2532.70
3181.3
12.06
0.92
2520.64
2521.56
2532.70
3195
11.53
0.19
9.57
10.03 all bkf HOR
2521.17
2521.36
2523.13
2532.70
3205.5
12.60
0.82
2520.10
2520.92
2532.70
3219
12.01
0.01
2520.69
2520.70
2532.70
3232
13.01
0.35
2519.69
2520.04
2532.70
3242
13.23
0.36
2519.47
2519.83
2532.70
3257.6
13.34
0.30
2519.36
2519.66
2526.47
3272.5
7.56
0.08
2518.91
2518.99
2526.47
3287
8.25
0.38
2518.22
2518.60
2526.47
3303
8.34
0.20
2518.13
2518.33
2526.47
3319
8.76
0.01
2517.71
2517.72
2526.47
3331.5
10.16
0.72
2516.31
2517.03

Morgan Creek Stream Restoration Site
Haywood County, NC
Profile Reach 1 - Moroan Creek
Year 2
Bed
Water
Bankfull
Bed
Water
Bankfull
HI
Station
FS
Depth
FS
Description
Elev.
Elev.
Elev.
2526.47
3346
9.84
0.28
8.18
8.28 alt bkf HOR
2516.63
2516.91
2518.29
2526.47
3363
9.98
0.02
2516.49
2516.51
2526.47
3380
11.60
0.71
2514.87
2515.58
2526.47
3391
11.35
0.45
2515.12
2515.57
2526.47
3405
11.50
0.14
2514.97
2515.11
2526.47
3425
12.92
0.92
2513.55
2514.47
2526.47
3439.2
12.34
0.28
2514.13
2514.41
2526.47
3448
12.89
0.23
2513.58
2513.81
2526.47
3454
13.21
0.06
2513.26
2513.32
2526.47
3465
14.93
1.38
2511.54
2512.92
2526.47
3476.9
14.61
1.08
2511.86
2512.94
2518.85
3491
6.73
0.20
2512.12
2512.32
2518.85
3505.5
7.26
0.20
2511.59
2511.79
2518.85
3521
9.41
1.57
2509.44
2511.01
2518.85
3544
8.29
0.45
2510.56
2511.01
2518.85
3564
8.36
0.35
6.99
7.20 alt bkf HOR
2510.49
2510.84
2511.86
2518.85
3579.5
8.53
0.09
2510.32
2510.41
2518.85
3598
10.35
1.35
2508.50
2509.85
2518.85
3614
9.45
0.43
7.87
THL
2509.40
2509.83
2510.98
2518.85
3624
9.45
0.37
2509.40
2509.77
2518.85
3644
10.21
0.19
2508.64
2508.83
2520.80
3651
1135
1.37
2507.45
2508.82
2512.99
3669
4.49
0.19
3.05
HOR
2508.50
2508.69
2509.94
2512.99
3696
5.44
0.35
2507.55
2507.90
2512.99
3701
5.59
0.44
2507.40
2507.84
2512.99
3724
5.46
0.21
5.46
HOR
2507.53
2507.74
2507.53
2512.99
3744
6.44
0.53
2506.55
2507.08
2512.99
3777.7
6.28
0.06
2506.71
2506.77
2512.99
3787
7.04
0.41
2505.95
2506.36
2512.99
3806.5
7.07
0.25
5.74
HOR
2505.92
2506.17
2507.25
2512.99
3836.3
7.91
0.09
2505.08
2505.17
2512.99
3851.8
9.52
0.71
2503.47
2504.18
2512.99
3873
9.53
0.72
2503.46
2504.18
2512.99
3879.5
8.96
0.10
2504.03
2504.13
2512.99
3885
10.18
0.65
2502.81
2503.46
2511.64
3894
8.36
0.09
6.46
2503.28
2503.37
2505.18
2511.64
3936
9.02
0.11
2502.62
2502.73
2511.64
3944
10.03
0.58
2501.61
2502.19
2511.64
3958
10.10
0.30
7.85
8.95 alt bkf HOR
2501.54
2501.84
2503.79
2511.64
3983
10.27
0.16
2501.37
2501.53
2511.64
3998
12.17
1.48
2499.47
2500.95
2511.64
4010
10.96
0.18
2500.68
2500.86
2511.64
4016
11.75
0.34
2499.89
2500.23

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Morgan Creek Stream Restoration Site
Haywood County, NC
Profile Reach 2 - North Branch
Year 2
Bed
Water
Bankfull
Bed
Water
Bankfull
HI
Station
FS
Depth
FS
Description
Elev.
Elev.
Elev.
2621.62
1000
7.04
0.19
6.20
6.34 alt bkf THL
2614.58
2614.77
2615.42
2621.62
1001.2
7.05
0.10
2614.57
2614.67
2621.62
1002.4
7.86
0.60
2613.76
2614.36
2621.62
1005
7.46
0.15
2614.16
2614.31
2621.62
1010
7.82
0.20
2613.80
2614.00
2621.62
1013
7.87
0.20
2613.75
2613.95
2621.62
1016.5
8.38
0.45
2613.24
2613.69
2621.62
1023.4
8.01
0.08
7.42
7.52 alt bkf HOR
2613.61
2613.69
2614.20
2621.62
1028
8.17
0.13
2613.45
2613.58
2621.62
1033.5
8.32
0.01
2613.30
2613.31
2621.62
1037
8.99
0.10
2612.63
2612.73
2621.62
1041
9.44
0.01
2612.18
2612.19
2621.62
1044
10.02
0.45
2611.60
2612.05
2621.62
1047
10.11
0.48
2611.51
2611.99
2621.62
1052
10.04
0.40
2611.58
2611.98
2621.62
1055.7
9.79
0.12
9.19
9.39 alt bkf HOR
2611.83
2611.95
2612.43
2621.62
1058
9.87
0.10
2611.75
2611.85
2621.62
1061
10.22
0.05
2611.40
2611.45
2621.62
1065.5
10.61
0.15
2611.01
2611.16
2621.62
1067.5
11.04
0.50
2610.58
2611.08
2621.62
1073
10.85
0.30
2610.77
2611.07
2621.62
1076
10.78
0.20
10.18
10.21 alt bkf HOR
2610.84
2611.04
2611.44
2621.62
1083
11.10
0.30
10.16
10.25 alt bkf RF5
2610.52
2610.82
2611.46
2621.62
1089.6
11.47
0.10
2610.15
2610.25
2621.62
1093.3
11.81
0.10
2609.81
2609.91
2621.62
1095
12.73
0.65
2608.89
2609.54
2621.62
1102.5
12.42
0.01
2609.20
2609.21
2618.24
1105
9.06
0.10
2609.18
2609.28
2618.24
1109
9.45
0.05
2608.79
2608.84
2618.24
1112.5
10.13
0.60
2608.11
2608.71
2618.24
1117
9.88
0.35
2608.36
2608.71
2618.24
1120
9.68
0.12
8.84
9.21 alt bkf HOR
2608.56
2608.68
2609.40
2618.24
1125
10.20
0.18
2608.04
2608.22
2618.24
1130
10.42
0.09
2607.82
2607.91
2618.24
1137
11.00
0.10
2607.24
2607.34
2618.24
1144
11.12
0.01
2607.12
2607.13
2618.24
1147
11.48
0.10
2606.76
2606.86
2618.24
1149.5
12.15
0.75
2606.09
2606.84
2618.24
1151.4
12.14
0.75
10.50
10.58 alt bkf PI-5
2606.10
2606.85
2607.74
2614.75
1157
7.99
0.13
2606.76
2606.89
2614.75
1160.5
8.49
0.05
2606.26
2606.31
2614.75
1162
9.15
0.36
2605.60
2605.96
2614.75
1167
8.98
0.15
2605.77
2605.92
2614.75
1170.5
9.35
0.01
2605.40
2605.41
2614.75
1174
10.58
0.70
2604.17
2604.87
2614.75
1178.2
9.99
0.10
9.26
2604.76
2604.86
2605.49
2614.75
1185.7
10.14
0.01
2604.61
2604.62
2614.75
1189.5
10.52
0.03
2604.23
2604.26
2614.75
1192
11.36
0.40
2603.39
2603.79
2614.75
1198
11.22
0.25
2603.53
2603.78
2614.75
2614.75
2614.75
2614.75
2614.75
2614.75
2614.75
2614.75
2614.75
2614.75
2614.75
2614.75
2614.75
2614.75
2614.75
2614.75
2614.75

Morgan Creek Stream Restoration Site
Haywood County, NC
Riffle Cross Section RF1
Reach 1 - Morgan Creek - Sta 15 +14.1
r:
Year 2
Facing Downstream
Riffle Cross Section
2590 I - -- — -- -- I - -- - I -- -
-
258 — - - -- j
- -i I I
- 586 -- - -- - -- -- - - - - - - - -- - - - - -- - - - — —As -built
x
-i,
� —Year 1
.2 - -- -2584 Year 2
- - - ---- -Year3
>
- -Year 4
w Year 5
-- - - -
BKF
2580 - -- - -- -- --
I I
-2578
-20 -20 -10 0 10 20 30 40 50 60 70
Station (ft)
As -Built Year 1 Year 2 Year 3 Year 4 Year 5
Date 118/09 Date 10/6/09 Date 9129/10 Date 0!0 /0 Date 0 /0 /0 Date 0 /0 /0
Area 12.2 Area 11.4 Area 11.6 Area 0.0 Area 0.0 Area 0.0
Bkf W 13.8 Bkf W 12.9 Bkf W 13 Bkf W 10 Bkf W 10 Bkf W 10
Dmean 0.9 Dmean 0.9 Dmean 0.9 Dmean 0.0 Dmean 0.0 Dmean 0.0
Dmax 1.2 Dmax 1.3 Dmax 1.3 Dmax 0.0 Dmax 0.0 Dmax 0.0
W/d 15.6 W/d 14.6 W/d 14.6 W/d
0.0
W/d
0.0
W/d
0.0

Morgan Creek Stream Restoration Site
Haywood County, NC
Riffle Cross Section RF1
Reach 1 - Morgan Creek - Sta 15 +14.1
Desc.
As -Built
0.00
100.00
100.00
IR Lt
Year
1
Year
2
Station
FS /BS
Elev.
Desc.
Station
FS /BS
Elev.
Desc.
Station
FS /BS
Elev.
Desc.
BM
5.53
2584.66
RF1 IR Lt
3%l
5.64
2581.69
IR Lt
BM
5.11
2581.69
IR Rt
HI
259019
HI
2587.33
HI
2586.80
-20
2.35
2587.84
0
2.88
2584.45
GRND
0.2
2.26
2584.54
GRND
-10
3.58
2586.61
3.2
3.36
2583.97
2
2.57
2584.23
GRND
0
5.75
2584.44
GRND
5
4.08
2583.25
4
2.30
2584.50
GRND
12
6.18
2584.01
8.2
5.25
2582.08
9
4.75
2582.05
GRND
6.3
7.52
2582.67
9.3
5.56
2581.77
12
5.34
2581.46
GRND
8
8.14
2582.05
10.5
5.81
2581.52
15
5.64
2581.16
GRND
11
8.74
2581.45
13.2
6.08
2581.25
15.6
5.68
2581.12
BKF
14.6
9.04
2581.15
BKF LT
15.3
6.23
2581.10
BKF
17.5
6.56
2580.24
TOE
15.8
9.39
2580.80
15.8
6.48
2580.85
BNK
18.8
6.67
2580.13
EOW
17.4
9.95
2580.24
EOW LT
16.5
6.71
2580.62
BNK
20
6.65
2580.15
BED
19.9
10.17
2580.02
17
6.83
2580.50
BNK
21
6.57
2580.23
BED
21.3
10.27
2579.92
17.3
7.09
2580.24
BED
21.7
6.89
2579.91
BED
23.2
10.19
2580.00
18.5
7.02
2580.31
BED
23
6.94
2579.86
BED
24.8
10.11
2580.08
19
7.37
2579.96
24
6.92
2579.88
BED
26.5
9.93
2580.26
EOW RT
19.3
6.88
2580.45
"(ROCK)
25
7.01
2579.79
BED
27.2
9.76
2580.43
19.8
7.21
2580.12
"(ROCK)
26.2
6.85
2579.95
BED
28.4
9.25
2580.94
BKF RT
20.5
7.25
2580.08
EOW
26.5
6.57
2580.23
EOW
32
9.09
2581.10
21.1
7.52
2579.81
BED
27.6
5.94
2580.86
BNK
36
9.08
2581.11
21.6
7.40
2579.93
28.6
5.63
2581.17
BKF
37.7
8.73
2581.46
22.2
7.00
2580.33
"(ROCK)
31
5.53
2581.27
GRND
42.9
8.76
2581.43
GRND
22.6
7.57
2579.76
35
5.45
2581.35
GRND
55
8.58
2581.61
23.3
7.54
2579.79
39
5.33
2581.47
GRND
58
8.30
2581.89
24.2
7.47
2579.86
43.2
5.33
2581.47
GRND
70
7.84
2582.35
24.5
7.39
2579.94
"
25.3
7.56
2579.77
"
26
7.28
2580.05
EOW
26.3
7.05
2580.28
BNK
27
6.8
2580.53
"
27.4
6.72
2580.61
"
27.8
6.39
2580.94
"
28.2
6.23
2581.1
BKF
28.7
6.23
2581.1
GRND
30
6.12
2581.21
"
32
6.18
2581.15
"
35
6.02
2581.31
"
37
5.94
2581.39
"
40
5.83
2581.5
"
43
5.86
2581.47
"
Year 3
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
100.00
IR Lt
Year 4
Station
FS /BS
Elev.
IDesc.
BM
HI
0.00
100.00
100.00
IR Lt
Year 5
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
10000
IR Lt

Morgan Creek Stream Restoration Site
Haywood County, NC
Pool Cross Section PU
Reach 1 - Morgan Creek - Sta 16 +16.4
Year
Facing Downstream
Pool Cross Section
2586
0
w
9§72
-25 -15 -5 5 15 25 35 45 55 65 75
Station (ft)
- - � 2584
� I
—As -built
—Year 1
I � I —Year 2
- � -Year
As -Built
Year 1
Year 2
Year 3
Year 4
Year 5
Date
1/8/09
-- - - --
_ . --
2578..
2574 --i
. - - -- _ _
- - - - --
- --
I _ - �
I g�F
- - - -- -
I
-
- -- --
�
- - - - --
O /O /O
i
I
- j
--
J
-- -
3
Year 4
t Year 5 ,
I
- - -- - --
�
13.4
Area
As -Built
Year 1
Year 2
Year 3
Year 4
Year 5
Date
1/8/09
Date
10/6/09
Date
9/28/10
Date
01010
Date
O /O /O
Date
0 /0 /0
Area
22.5
Area
13.4
Area
12.5
Area
0.0
Area
0.0
Area
0.0
Bkf W
14.4
Bkf W
14
Bkf W
13.9
Bkf W
10
Bkf W
10
Bkf W
10
Dmean
1.6
Dmean
1.0
Dmean
0.9
Dmean
0.0
Dmean
0.0
Dmean
0.0
Dmax
2.5
Dmax
1.5
Dmax
1.4
Dmax
0.0
Dmax
0.0
Dmax
0.0
W/d
9.2
W/d
14.6
W/d
15.4
W/d
0.0
W/d
0.0
W/d
0.0

Morgan Creek Stream Restoration Site
Haywood County, NC
Pool Cross Section PL1
Reach 1 - Mor an Creek - Sta 16 +16.4
Elev.
As -Built
BM
HI
0.00
100.00
100.00
IR Lt
Year
1
Year
2
Station
FS /BS
Elev.
Desc.
Station
FS/BS
Elev.
Desc.
Station
FS /BS
_
Elev.
Desc.
BM
5.53
2584.66
RF1 IR Rt
BM
5.64
2581.69
PRF1 IR Rt
BM
6.02
2578.35
IR Rt
HI
2590.19
HI
2587.33
HI
2584.37
-25
6.82
2583.37
0
8.84
2578.49
GRND
04
5.83
2578.54
GRND
-16
10.82
2579.37
1
8.95
2578.38
GRND
4
6.31
2578.06
GRND
-7
11.32
2578.87
3
9.16
2578.17
GRND
8
6.79
2577.58
GRND
0
11.73
2578.46
GRND
4
9.36
2577.97
GRND
11
6.89
2577.48
GRND
3.1
12.13
2578.06
6
9.56
2577.77
GRND
13
7.37
2577.00
GRND
11.7
12.85
2577.34
8
9.87
2577.46
GRND
16
7.54
2576.83
GRND
13.5
13.24
2576.95
11.8
9.94
2577.39
GRND
17.1
7.79
2576.58
BKF
16
13.50
2576.69
BKF LT
13
10.31
2577.02
GRND
18.9
8.63
2575.74
BED
17
13.88
2576.31
15
10.44
2576.89
GRND
20
8.81
2575.56
BED
17.7
14.21
2575.98
16
10.42
2576.91
GRND
20.6
8.87
2575.50
EOW
18.3
14.85
2575.34
EOW
17
10.78
2576.55
BKF
21.5
9.10
2575.27
BED
19.4
15.39
2574.80
17.5
11.05
2576.28
BNK
22.5
9.09
2575.28
BED
21.7
15.95
2574.24
18
11.26
2576.07
BNK
23.7
9.21
2575.16
BED
24.8
15.75
2574.44
18.4
11.65
2575.68
BNK
25.2
8.94
2575.43
EOW
26
15.64
2574.55
19.1
11.89
2575.44
BNK
26.6
8.94
2575.43
BED
27.6
14.78
2575.41
EOW
19.9
11.83
2575.5
BNK
28.3
8.61
2575.76
BED
29.1
13.97
2576.22
20.4
11.94
2575.39
EOW
29.1
8.23
2576.14
BNK
30.4
13.67
2576.52
BKF RT
21.2
12.11
2575.22
BED
30
7.99
2576.38
BKF
35
13.23
2576.96
22
12.16
2575.17
BED
31
7.78
2576.59
GRND
42.8
12.00
2578.19
22.7
12.19
2575.14
BED
33
7.56
2576.81
GRND
46.6
12.05
2578.14
GRND
23.1
12.08
2575.25
BED
36
7.30
2577.07
GRND
61
12.08
2578.11
23.5
12.16
257517
BED
40
6.70
2577.67
GRND
67.5
11.46
2578.73
24
11.94
2575.39
BED
44
6.25
2578.12
GRND
75
11.06
2579.13
24.8
11.97
2575.36
EOW
46.9
6.20
2578.17
GRND
25.3
11.88
2575.45
BED
26
12.06
2575.27
BED
27
11.98
2575.35
BNK
27.4
11.61
2575.72
BNK
28.1
11.63
2575.7
BNK
28.7
11.17
2576.16
BNK
29.4
11.16
2576.17
BNK
29.8
10.86
2576.47
BNK
31
10.69
2576.64
BKF
32
10.77
2576.56
GRND
33
10.52
2576.81
GRND
34.6
10.39
2576.94
GRND
36
10.18
2577.15
GRND
38.4
9.83
2577.5
GRND
40
9.56
2577.77
GRND
42
9.26
2578.07
GRND
45
9.24
2578.09
GRND
46.6
9.12
2578.21
GRND
Year
3
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
100.00
IR Lt
Year 4
Station
FSBS
Elev.
Desc.
BM
HI
0.00
100.00
100.00
IR Lt
Year 5
Station FS /BS Elev. Desc.
BM 0.00 100.00 IR Lt
HI 100.00

Morgan Creek Stream Restoration Site
Haywood County, NC
Riffle Cross Section RF2
Reach 1 - Morgan Creek - Sta 20 +49.1
Year 2
Facing Downstream
Riffle Cross Section
2570
I
I 2568 _
` i.
f- - - -- ------- - - - - -- 2566 - - - -- -- -- ._ - - -- - -- —As -buift
—Year 1
c
o ! —Year 2
-x- Year 3
W
-->K- Year 4
I
eKF -Year 5
! -- _ -- - } - - -- -� - - -- - -2560 � __ - - - -- -- - - - - -- - --
I
-40 -30 -20 -10 0 10 20 30 40 50
Station (ft)
As -Built Year 1 Year 2 Year 3 Year 4 Year 5
Date 1/8/09 Date 10/6/09 Date 9128/10 Date 0 /0 /0 Date 0 /0 10 Date 0 /0 /0
Area 10.2 Area 12.0 Area 10.8 Area 0.0 Area 0.0 Area 0.0
Bkf W 13.5 Bkf W 13.3 Bkf W 13.5 Bkf W
Bkf W
10
Bkf W
10
Dmean
0.8
Dmean
0.9
Dmean
0.8
Dmean!
0.0
Dmean
0.0
Dmean
0.0
Dmax
1.1
Dmax
1.6
Dmax
1.5
Dmax
0.0
Dmax
0.0
Dmax
0.0
W/d
17.9
W/d
14.8
W/d
16.9
W/d
0.0
W/d
0.0
W/d
0.0

Morgan Creek Stream Restoration Site
Haywood County, NC
Riffle Cross Section RF2
Reach 1 - Morgan Creek - Sta 20 +49.1
Desc.
As -Built
0.00
100.00
10000
IR Lt
Year
1
Year
2
Station
FS /BS
Elev.
Desc.
Station
FS /BS
Elev.
Desc.
Station
FS /BS
Elev.
Desc.
BM
7.72
2562.65
RF2 IR Lt
BNl
5.21
2562.41
RF2 IR Lt
BM
5.05
2562.41
IR Rt
HI
2570.37
HI
2567.62
HI
2567.46
-36
5.77
2564.60
0
5.10
2562.52
GRND
0
4.89
2562.57
GRND
-31
6.90
2563.47
2
5.10
2562.52
GRND
3.5
4.78
2562.68
GRND
-14
7.33
2563.04
5
5.21
2562.41
GRND
7.5
5.13
2562.33
GRND
-5
8.01
2562.36
8
5.42
2562.20
GRND
9.5
5.36
2562.10
GRND
0
7.88
2562.49
GRND
10
5.59
2562.03
GRND
10.5
5.53
2561.93
GRND
4.5
7.86
2562.51
11.2
5.75
2561.87
BKF
10.9
5.60
2561.86
BKF
10
8.30
2562.07
BKF LT
12
6.42
2561.20
BNK
11.5
5.94
2561.52
BNK
11
8.56
2561.81
12.8
6.63
2560.99
BNK
13
6.43
2561.03
BNK
12
9.13
2561.24
13.8
6.70
2560.92
BNK
14
6.74
2560.72
BNK
13
9.67
2560.70
14.3
7.22
2560.40
BED
14.5
6.95
2560.51
BED
15
9.79
2560.58
EOW LT
15.1
7.37
2560.25
BED
15.5
6.93
2560.53
BED
17
10.04
2560.33
16
7.33
2560.29
BED
16.7
6.95
2560.51
BED
18
10.11
2560.26
17.3
7.39
2560.23
BED
17.7
7.18
2560.28
BED
19
9.95
2560.42
17.9
7.52
2560.10
EOW
18
7.28
2560.18
EOW
21
9.81
2560.56
EOW RT
18.6
7.70
2559.92
BED
18.8
7.52
2559.94
BED
22
9.77
2560.60
19.5
7.81
2559.81
BED
19.5
7.69
2559.77
BED
23
9.73
2560.64
20.3
7.85
2559.77
BED
20.8
7.69
2559.77
BED
25
8.97
2561.40
BKF RT
21.3
7.59
2560.03
BED
22
7.30
2560.16
EOW
27
8.73
2561.64
21.9
7.53
2560.09
EOW
22.8
6.75
2560.71
BNK
35.8
8.48
2561.89
22.9
7.21
2560.41
BANK
23.9
6.56
2560.90
BNK
37.3
8.20
2562.17
GRND
22.8
6.88
2560.74
BANK
25
6.16
2561.30
BKF
40
7.20
2563.17
23.2
6.68
2560.94
BANK
26.5
5.88
2561.58
GRND
46
6.93
2563.44
23.7
6.60
2561.02
BANK
29.5
5.74
2561.72
GRND
24.9
6.29
2561.33
BKF
35
5.66
2561.80
GRND
26.5
6.00
2561.62
GRND
37.4
5.21
2562.25
GRND
29
5.83
2561.79
GRND
32
5.75
2561.87
GRND
35
5.78
2561.84
GRND
37.3
5.39
2562.23
GRND
Year 3
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
10000
IR Lt
Year 4
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
100.00
IR Lt
Year 5
Station
FS /BS
Elev.
Desc.
BM
HI
000
100.00
100.00
IR Lt

Morgan Creek Stream Restoration Site
Haywood County, NC
Pool Cross Section PL2
Reach 1 - Morgan Creek - Sta 21 +17.8
Year 2
Facing Downstream
Pool Cross Section
2566
As -buiR
2
---2562-
—Year 1
o —Year 2
> —x— Year 3
d w Year 4
w Year 5
4- -2556
2554
-25 -15 -5 5 15 25 35 45 55 65 75
Station (ft)
i
- - I
_.....2558 - - - -- _ 1 - --- — - - -, -- - - -� - --
_ - - - -- �— — - - -- -
j
As-Built Year 1 Year 2 Year 3 Year 4 Year 5
Date 1
l8/09
Date
10/6/09
Date
9/28/10
Date
0 /0 /0
Date
0 /0 /0
Date
0 /0 /0
Area
26.5
Area
21.8
Area
20.2
Area
0.0
Area
0.0
Area
0.0
Bkf W
15.4
Bkf W
15.2
Bkf W
16.3
Bkf W
10
Bkf W
10
Bkf W
10
Dmean
1.7
Dmean
1.4
Dmean
1.2
Dmean
0.0
Dmean
0.0
Dmean
0.0
Dmax
2.9
Dmax
2.2
Dmax
2.1
Dmax
0.0
Dmax
0.0
Dmax
0.0
W/d
9.0
W/d
10.6
W/d
13.2
W/d
0.0
W/d
0.0
W/d
0.0

Morgan Creek Stream Restoration Site
Haywood County, INC
Pool Cross Section PL2
Reach 1 - Morgan Creek - Sta 21 +17.8
Desc.
As -Built
0.00
100.00
100.00
IR Lt
Year
1
Year
2
Station
FS /BS
Elev.
Desc.
Station
FS /BS
Elev.
Desc.
Station
FS /BS
Elev.
Desc.
BM
7.72
2562.65
RF2 IR Lt
BM
5.21
2562.41
RF2 IR RT
BM
7.52
2559.93
IR Lt
HI
2570.37
HI
2567.62
HI
2567.45
-20
9.36
2561.01
0
7.39
2560.23
GRND
0
7.23
2560.22
GRND
-16.5
9.99
2560.38
2
7.53
2560.09
GRND
3.5
7.25
2560.20
GRND
-10
10.12
2560.25
5
7.59
2560.03
GRND
8.5
7.62
2559.83
GRND
0
10.19
2560.18
GRND
9
7.88
2559.74
GRND
11.5
8.06
2559.39
GRND
6
10.36
2560.01
11
8.18
2559.44
GRND
13.5
8.38
2559.07
GRND
11
10.96
2559.41
13
8.41
2559.21
GRND
14.2
8.49
2558.96
BKF
14.3
11.26
2559.11
BKF LT
14
8.55
2559.07
GRND
15
8.85
2558.60
BNK
15.5
11.88
2558.49
15
8.97
2558.65
BKF
16
9.13
2558.32
BNK
16
11.90
2558.47
15.4
9.07
2558.55
BNK
17.1
9.73
2557.72
BNK
17
12.84
2557.53
EOW
16
9.25
2558.37
BNK
18.2
10.13
2557.32
BED
17.1
13.45
2556.92
16.5
9.57
2558.05
BNK
18.6
10.28
2557.17
EOW
19
13.68
2556.69
17
10.09
2557.53
BNK
19
10.45
2557.00
BED
21.5
13.89
2556.48
17.7
10.19
2557.43
BNK
20.5
10.49
2556.96
BED
24
14.25
2556.12
18.6
10.42
2557.2
BNK
21.5
10.61
2556.84
BED
25.7
13.55
2556.82
18.9
10.52
25571
EOW
22.5
10.56
2556.89
BED
26
12.89
2557.48
EOW
19.4
10.76
2556.86
BED
23.5
10.42
2557.03
BED
28.2
12.00
2558.37
20.3
10.69
2556.93
BED
24.2
10.29
2557.16
EOW
29.7
11.36
2559.01
BKF RT
21.7
10.87
2556.75
BED
25
9.86
2557.59
BNK
34
11.56
2558.81
22.8
10.86
2556.76
BED
26.5
9.79
2557.66
BNK
39
11.15
2559.22
23.8
10.51
2557.11
EOW
27.1
9.62
2557.83
BNK
42
11.04
2559.33
24.6
10.27
2557.35
BNK
27.9
8.95
2558.50
BNK
44.6
10.59
2559.78
GRND
25.8
10.28
2557.34
BNK
28.9
8.64
2558.81
BKF
48
9.89
2560.48
27
10.26
2557.36
BNK
30.5
8.45
2559.00
GRND
53
9.65
2560.72
28.2
9.03
2558.59
BNK
33.5
8.56
2558.89
GRND
29.2
8.73
2558.89
BKF
37.5
8.23
2559.22
GRND
30.5
8.63
2558.99
GRND
41.5
8.06
2559.39
GRND
33
8.80
2558.82
GRND
44.5
7.62
2559.83
GRND
36
8.5
2559.12
GRND
40
8.3
2559.32
GRND
44.5
7.83
2559.79
GRND
Year 3
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
100.00
IR Lt
Year 4
Station
FS /BS
Elev,
Desc.
BM
HI
000
100.00
100.00
IR Lt
Years
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
100.00
IR Lt

Morgan Creek Stream Restoration Site
Haywood County, NC
Riffle Cross Section RF3
Reach 1 - Morgan Creek - Sta 25 +19.6
�.<
y,
�'a t4J d
Year 2
Facing Downstream
Riffle Cross Section
- —
--2550
- - - -- _. — -- -
2548 - -- - - -- -- -
I
-2546--- . � -- - - —As -built
—Year 1
o
—Year 2
> aKF -- Year 3
U j - - Year 4
w -2 t Year 5
2540- - - -- - - - -- — -- -- -
II i i i i I
-17 -7 3 13 23 33 43 53
Station (ft)
As -Built Year 1 Year 2 Year 3 Year 4 Year 5
Date 1/8/09 Date 10/6109 Date 9/28/10 Date 0 /0 /0 Date 0 /0 /0 Date 0 /0 /0
Area 13.3 Area 15.3 Area 12.3 Area 0.0 Area 0.0 Area 0.0
Bkf W 15 Bkf W 14.6 Bkf W 14.9 Bkf W! 10 Bkf W 10 Bkf W 10
Dmean 0.9 Dmean 1.0 Dmean 0.8 Dmean" 0.0 Dmean 0.0 Dmean 0.0
Dmax 1.3 Dmax 1.9 Dmax 1.7 Dmax 0.0 Dmax 0.0 Dmax 0.0
W/d
16.9
W/d
14.0
W/d
18.0
W/d
0.0
W/d
0.0
W/d
0.0

Morgan Creek Stream Restoration Site
Haywood County, NC
Riffle Cross Section RF3
Reach 1 - Morgan Creek - Sta 25 +19.6
Desc.
As -Built
0.00
100.00
100.00
IR Lt
Year
I
Year
2
Station
FS /BS
Elev.
Desc.
Station
FS /BS
Elev.
Desc.
Station
FS /BS
Elev.
Desc.
BM
6.04
2544.75
RF3 IR Lt
BM
4.45
2544.75
RF3 IR Lt
BM
1.90
2546.72
IR Lt
HI
2550.79
HI
2549.20
HI
2548.62
-17
4.75
2546.04
0
4.67
2544.53
GRND
0
4.09
2544.53
GRND
-12
4.72
2546.07
2
5.08
2544.12
GRND
3
4.62
2544.00
GRND
-7
5.25
2545.54
5
5.44
254176
GRND
6
4.98
2543.64
GRND
-3
5.93
2544.86
7
5.68
2543.52
GRND
6.8
5.05
2543.57
GRND
0
6.25
2544.54
GRND
9
6.27
2542.93
GRND
8.3
5.47
2543.15
GRND
6.5
7.19
2543.60
10
6.28
2542.92
GRND
10.1
5.66
2542.96
GRND
9
7.86
2542.93
11
6.29
2542.91
BKF
11.2
5.80
2542.82
BKF
11
7.91
2542.88
BKF LT
12
6.58
2542.62
BNK
13.1
6.22
2542.40
BNK
12
8.28
2542.51
12.5
6.72
2542.48
BNK
13.8
6.51
2542.11
BNK
13.7
8.88
2541.91
13.3
6.95
2542.25
BNK
14.6
6.85
2541.77
EOW
15.7
8.88
2541.91
EOW LT
13.9
7.30
2541.90
BED
15.2
7.19
2541.43
BED
16
9.05
2541.74
14.8
7.62
2541.58
EOW
15.7
7.18
2541.44
BED
17.6
9.16
2541.63
15.7
7.76
2541.44
BED
16.3
7.47
2541.15
BED
19.5
9.15
2541.64
16.2
8.11
2541.09
BED
16.9
7.52
2541.10
THL
20.5
9.13
2541.66
17
8.17
2541.03
BED
17.4
7.47
2541.15
BED
22
9.00
2541.79
18
7.95
2541.25
BED
18.3
7.30
2541.32
BED
23
8.98
2541.81
EOW RT
18.9
7.94
2541.26
BED
18.8
7.19
2541.43
BED
24
8.83
2541.96
19.7
7.83
2541.37
BED
19.3
6.86
2541.76
EOW
24.5
8.51
2542.28
20.3
7.64
2541.56
EOW
20.2
6.77
2541.85
BNK
27
7.61
2543.18
BKF RT
213
7.25
2541.95
BANK
21.2
6.41
2542.21
BNK
29
7.36
2543.43
22.6
7.12
2542.08
BANK
23.2
6.41
2542.21
BNK
33.5
7.17
2543.62
24
7.00
2542.20
BANK
25
6.15
2542.47
BNK
38.7
6.65
2544.14
GRND
25
6.73
2542.47
BANK
26.1
5.56
2543.06
BKF
42.7
6.02
2544.77
26.3
6.18
2543.02
BANK
27.4
5.34
2543.28
GRND
55
5.07
2545.72
271
5.89
2543.31
GRND
30.2
5.16
2543.46
GRND
29
5.72
2543.48
GRND
33.7
4.94
2543.68
GRND
33
5.64
2543.56
GRND
36
4.74
2543.88
GRND
36
5.35
2543.85
GRND
38.8
4.43
2544.19
GRND
38.9
5.03
2544.17
GRND
Year 3
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
100.00
IR Lt
Year 4
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
100.00
IR Lt
Year 5
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
100.00
IR Lt

Morgan Creek Stream Restoration Site
Haywood County, NC
Pool Cross Section PL3
Reach 1 - Morgan Creek - Sta 27 +30.4
Year 2
Facing Downstream
Pool Cross Section
- -- 2552 - - -- - -- -- -- -. - - --
T
—254 -
-- -2546- - -- - - - - -- - -- __- - -- -- -- - - - - -- -- - - - - -- ---- - - - --- -- ;::
As-buiR
2544-- — Year 1
o —Year 2
•' ;- - - -- - - -- -- - - -� - - -- -- - - Year 3
w —254 - x -Year 4
- -- 2538 - - - -- - - - - -� - -
-.0-
Year 5
-- _� -_ -- T .KF
i
I
i
----2&32- -
-7 3 13 23 33 43 53 63 73
Station (ft)
As -Built Year 1 Year 2 Year 3 Year 4 Year 5
Date 1/8/09 Date 10/6/09 Date 9!28110 Date 0 10 /0 Date 0 /0 /0 Date 0 /0 /0
Area 25.5 Area 11.8 Area 10.0 Area: 0.0 Area 0.0 Area 0.0
Bkf W 15.4 Bkf W 14.9 Bkf W 13.4 Bkf W' 10 Bkf W 10 Bkf W 10
Dmean 1.7 Dmean 0.8 Dmean 0.7 Dmean. 0.0 Dmean 0.0 Dmean 0.0
Dmax 2.9 Dmax 1.2 Dmax 1.1 Dmax, 0.0 Dmax 0.0 Dmax 0.0
W/d 9.3 W/d
18.7
W/d
18.0
W /di
0.0
W/d
0.0
W/d
0.0

Morgan Creek Stream Restoration Site
Haywood County, NC
Pool Cross Section PL3
Reach 1 - Morgan Creek - Sta 27 +30.4
Desc.
As -Built
0.00
100.00
100.00
IR Lt
Year
1
Year
2
Station
FS /BS
Elev.
Desc.
Station
FS /BS
Elev,
Desc.
Station
FS /BS
Elev.
Desc.
BM
4.30
2541.87
PL3 IR Lt
BM
2.14
2541.87
PO IR Lt
BM
6.83
2538.88
IR Lt
2546.17
HI
2544.01
HI
2545.71
-6
3.73
2542.44
0
2.35
2541.66
GRND
0
4.00
2541.71
GRND
0
4.47
2541.70
GRND
2.6
2.65
2541.36
GRND
1.6
4.21
2541.50
GRND
2.5
5.80
2540.37
5
4.03
2539.98
GRND
2.6
4.34
2541.37
GRND
9.7
8.84
2537.33
8
6.05
2537.96
GRND
5.6
6.04
2539.67
GRND
15.6
9.28
2536.89
BKF LT
10
6.75
2537.26
GRND
8.6
8.04
2537.67
GRND
17.6
9.85
2536.32
12
7.05
2536.96
GRND
10.6
8.58
2537.13
GRND
18.8
10.26
2535.91
EOW
14
713
2536.88
GRND
14.6
8.89
2536.82
GRND
20
10.64
2535.53
15.6
7.13
2536.88
BKF
16.6
9.04
2536.67
GRND
20.3
1214
2534.03
16.7
7.37
2536.64
BNK
17.4
9.09
2536.62
GRND
23
11.68
2534.49
17.7
7.56
2536.45
BNK
17.8
9.18
2536.53
BKF
27.5
11.85
2534.32
18.2
7.76
2536.25
BNK
18.7
9.71
2536.00
EOW
28.6
10.27
2535.90
EOW
18.5
8.04
2535.97
EOW
19.6
10.01
2535.70
BED
30.3
9.89
2536.28
BKF RT
18.8
8.25
2535.76
BED
20.6
9.90
2535.81
BED
31
9.61
2536.56
19.6
8.30
2535.71
BED
21.6
9.94
2535.77
BED
34
9.33
2536.84
21
8.16
2535.85
BED
22.3
10.02
2535.69
BED
36.5
9.26
2536.91
22.5
814
2535.77
BED
23.4
9.91
2535.80
BED
40.4
8.84
2537.33
24
8.11
2535.9
BED
24.5
9.71
2536.00
EOW
415
8.20
2537.97
25.6
8.01
2536
EOW
25.3
9.60
2536.11
BED
47
7.63
2538.54
27
7.98
2536.03
BED
26.6
9.55
2536.16
BED
48.9
7.45
2538.72
GRND
28.5
7.97
2536.04
BED
27.6
9.59
2536.12
BED
58
6.99
2539.18
29.3
7.72
2536.29
BNK
29
9.44
2536.27
BED
72
7.43
2538.74
29.9
7.43
2536.58
BNK
29.9
9.06
2536.65
BNK
86
6.93
253914
30.5
7.30
2536.71
BKF
30.8
8.89
2536.82
BKF
31.5
7.24
2536.77
GRND
32.6
8.86
2536.85
GRND
32.5
7.19
2536.82
GRND
35.6
8.77
2536.94
GRND
34
7.11
2536.9
GRND
39.6
8.39
2537.32
GRND
36
7.04
2536.97
GRND
43.6
7.66
2538.05
GRND
39
6.73
2537.28
GRND
48.8
6.99
2538.72
GRND
42
6.37
2537.64
GRND
46
5.66
2538.35
GRND
48.9
5.31
2538.7
GRND
Year 3
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
100.00
IR Lt
Year 4
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
100.00
IR Lt
Year 5
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
100.00
IR Lt

Morgan Creek Stream Restoration Site
Haywood County, NC
Riffle Cross Section RF4
Reach 4 - Morgan Creek - Sta 32
+57.6
- a
P
Y.
Y
12.9
W/d
13.5
W/d
0.0
W/d
0.0
W/d
0.0
Year 2
Facing Downstream
Riffle Cross Section
-
2528
- - -I- - -� -
--
j
- E - --
r
-
2526
- - --
I
— As-built
—Year 1
o
Year 2
'
- Year 3
Year 4
W
--
- --
t Year 5
♦ BKF
- -
I
- -
2520----
-- --
L __ —J -
--
I
-- __-
-22
-12
-2
8
18 28
38
48
58
Station (ft)
As -Built
Year 1
Year 2
Year 3
Year 4
Year 5
Date
1/8/09
Date
10/6/09
/29/10
Date 9/29/7-
Date
0 /0 /0
Date
0 /0 /0
Date 0 /0 /0
Area
18.7
Area
19.1
Area 18.2
Area,
0.0
Area
0.0
Area 0.0
Bkf W
16.5
Bkf W
15.7
Bkf W 15.7
Bkf W.
10
Bkf W
10
Bkf W 10
Dmean
1.1
Dmean
1.2
Dmean 1.2
Dmean..
0.0
Dmean
0.0
Dmean 0.0
Dmax
1.7
Dmax
2.0
Dmax 1.9
Dmax
0.0
Dmax
0.0
Dmax 0.0
W/d
14.5
W/d
12.9
W/d
13.5
W/d
0.0
W/d
0.0
W/d
0.0

Morgan Creek Stream Restoration Site
Haywood County, NC
Riffle Cross Section RF4
Reach 4 - Morgan Creek - Sta 32 +57.6
Desc.
As -Built
0.00
100.00
100.00
IR Lt
Year
1
Year
2
Station
FS /BS
Elev.
Desc.
Station
FS /BS
Elev.
Desc.
Station
FS /BS
Elev.
Desc.
BM
6.32
2522.86
RF4 IR Lt
BM
4.19
2522.86
RF4 IR Lt
BM
6.46
2522.90
IR Lt
HI
2529.18
HI
2527.05
HI
2529.36
-22
6.18
252100
0
4.37
2522.68
GRND
0
6.58
2522.78
GRND
-15
5.99
2523.19
2
4.38
2522.67
GRND
2.6
6.71
2522.65
GRND
-8
6.52
2522.66
5.6
4.66
2522.39
GRND
5.6
6.95
2522.41
GRND
0
6.54
2522.64
GRND
8
5.46
2521.59
GRND
7.6
7.60
2521.76
GRND
5.5
6.79
2522.39
11
5.84
2521.21
GRND
9.6
7.93
2521.43
GRND
8
7.65
2521.53
14.7
6.14
2520.91
GRND
12.6
8.18
2521.18
GRND
15.5
8.23
2520.95
BKF LT
16
6.12
2520.93
BKF
14.6
8.41
2520.95
GRND
16.5
8.51
2520.67
16.3
6.30
2520.75
BNK
15.6
8.40
2520.96
GRND
17.9
9.43
2519.75
EOW LT
17
6.67
2520.38
BNK
16.1
8.46
2520.90
BKF
19.5
9.58
2519.60
17.6
7.21
2519.84
BNK
17.3
9.13
2520.23
BNK
21.4
9.74
2519.44
18
7.63
2519.42
EOW
17.6
9.85
2519.51
EOW
23
9.73
2519.45
18.2
7.93
2519.12
BED
18.1
10.28
2519.08
BED
25.9
9.89
2519.29
18.8
7.39
2519.66
BED
18.8
10.23
2519.13
BED
27.4
9.53
2519.65
EOW RT
20.4
7.43
2519.62
BED
19.1
9.67
2519.69
ROCK
29
9.32
2519.86
20.8
8.13
2518.92
BED
19.8
10.32
2519.04
BED
29.6
9.34
2519.84
21.7
8.07
2518.98
BED
21
10.26
2519.10
BED
31
8.43
2520.75
22.5
7.88
2519.17
BED
22.6
10.10
2519.26
BED
32
8.23
2520.95
BKF RT
23.4
7.84
2519.21
BED
23.7
10.06
2519.30
EOW
37
7.70
2521.48
24.5
7.75
2519.30
EOW
24.6
9.83
2519.53
BED
42
6.94
2522.24
25.7
7.46
2519.59
BED
25.6
9.64
2519.72
BED
46
6.50
2522.68
GRND
26.6
7.41
2519.64
BED
27.6
9.59
2519.77
BED
56
5.91
2523.27
27.9
7.29
2519.76
BED
28.6
9.21
2520.15
BNK
65
4.56
2524.62
29.4
6.92
2520.13
BNK
29.6
9.09
2520.27
BNK
30.1
6.79
2520.26
BNK
30.6
8.82
2520.54
BNK
31
6.27
252078
BNK
31.8
8.35
2521.01
BKF
31.7
6.11
2520.94
BKF
32.6
8.29
2521.07
GRND
33
6.03
2521.02
GRND
34.6
8.09
2521.27
GRND
35
5.83
2521.22
GRND
37.6
7.74
2521.62
GRND
38
5.47
2521.58
GRND
40.6
7.20
2522.16
GRND
40
5.14
2521.91
GRND
45.9
6.69
2522.67
GRND
42
4.79
2522.26
GRND
45
4.52
2522.53
GRND
46
4.38
2522.67
GRND
Year 3
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
100.00
IR Lt
Year 4
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
100.00
IR Lt
Year 5
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
100.00
IR Lt

As -Built
Morgan Creek Stream Restoration Site
Year 2
Year 3
Year 4
Haywood County, NC
Year 5
Date
1/8/09
Date
Pool Cross
Section PL4
9/29/10
Date
0 /0 /0
Date
F
Reach 1 - Morgan Creek - Sta 34 +76.9
- -E-
Area
- - - --
--
- 2512-
' — - - --
-_ - - - - - -�
- - - - - -4
-- _ } - -- -
,
Area
0.0
Area
0.0
Bkf W
15.8
Bkf W
15.4
Bkf W
16.9
'
10
Bkf W
10
Bkf W
10
,
��f
1.7
Dmean
1.2
Dmean
1.2
Dmean
. ':�T'�•``,1si4i'ss�-'i�MMf. T!r � I`�: �i.� - A��
.r..
0.0
Dmean
0.0
Dmax
2.6
Year 2
2.1
Dmax
2.4
Dmax
0.0
Facing Downstream
0.0
Dmax
0.0
W/d
9.5
Pool Cross Section
13.0
W/d
13.7
W/d
0.0
2524
- -
-
- --
- -�
—As
iu ft
o
I I
j
—Year
—Year
1
2
-
Year 3
w
7 7- � eK
Year 4
-@ Year 5
40
-25
-15 -5 5 15 25
35 45
55
65
75
I
Station (ft)
As -Built
Year 1
Year 2
Year 3
Year 4
Year 5
Date
1/8/09
Date
10/6109
Date
9/29/10
Date
0 /0 /0
Date
F
Date
- -E-
Area
- - - --
--
- 2512-
' — - - --
-_ - - - - - -�
- - - - - -4
-- _ } - -- -
,
As -Built
Year 1
Year 2
Year 3
Year 4
Year 5
Date
1/8/09
Date
10/6109
Date
9/29/10
Date
0 /0 /0
Date
0 /0 /0
Date
0 /0 /0
Area
26.1
Area
18.3
Area
20.8
Area
0.0
Area
0.0
Area
0.0
Bkf W
15.8
Bkf W
15.4
Bkf W
16.9
Bkf W
10
Bkf W
10
Bkf W
10
Dmean
1.7
Dmean
1.2
Dmean
1.2
Dmean
0.0
Dmean
0.0
Dmean
0.0
Dmax
2.6
Dmax
2.1
Dmax
2.4
Dmax
0.0
Dmax
0.0
Dmax
0.0
W/d
9.5
W/d
13.0
W/d
13.7
W/d
0.0
W/d
0.0
W/d
0.0

Morgan Creek Stream Restoration Site
Haywood County, NC
Pool Cross Section PL4
Reach 1 - Morgan Creek - Sta 34 +76.9
Desc.
As -Built
0.00
100.00
100.00
IR Lt
Year
1
Year
2
Station
FS /BS
Elev.
Desc.
Station
FS /BS
Elev.
Desc.
Station
FS /BS
Elev.
Desc.
BM
6.05
2515.67
PL4 IR Lt
BM
5.40
2515.67
PL41R Lt
BM
7.79
2515.99
IR Lt
HI
2521.72
HI
2521.07
HI
2523.78
-20
5.42
2516.30
0
5.63
2515.44
GRND
0
8.24
2515.54
GRND
-10
5.75
2515.97
1
5.53
2515.54
GRND
3.6
8.24
2515.54
GRND
0
6.23
2515.49
GRND
3
5.44
2515.63
GRND
7.6
9.09
2514.69
GRND
4
6.20
2515.52
5
5.86
2515.21
GRND
10.6
9.34
2514.44
GRND
6.3
7.01
2514.71
7
6.32
2514.75
GRND
13.6
9.42
2514.36
GRND
9
7.26
2514.46
10
6.52
2514.55
GRND
16.4
10.19
2513.59
GRND
13
7.39
2514.33
13
6.73
2514.34
GRND
18.1
10.35
2513.43
GRND
15
7.60
2514.12
BKF LT
15
6.82
2514.25
GRND
19.6
10.46
2513.32
GRND
16
8.15
2513.57
15.3
6.98
2514.09
BKF
19.8
10.49
2513.29
BKF
17
8.85
2512.87
EOW
16
7.35
2513.72
BNK
20.5
10.87
2512.91
EOW
17.8
9.27
2512.45
17
7.68
2513.39
BNK
21.1
1117
2512.61
BED
18.7
9.36
2512.36
17.4
7.86
2513.21
BED
22.2
11.58
2512.20
BED
20
9.83
2511.89
18.5
8.02
2513.05
BED
23.3
11.69
2512.09
BED
22
10.17
2511.55
19.5
8.06
2513.01
BED
24.4
11.39
2512.39
BED
24
9.89
2511.83
20.5
8.20
2512.87
BED
26.1
11.59
2512.19
BED
27
9.57
251215
21.1
8.33
2512.74
EOW
27.6
11.91
2511.87
BED
28.4
8.89
2512.83
EOW
21.8
8.39
2512.68
BED
28.3
11.36
2512.42
BED
29.6
8.10
2513.62
22.5
8.40
2512.67
BED
28.6
10.83
2512.95
EOW
30.8
7.54
2514.18
BKF RT
23.6
8.51
2512.56
BED
29.1
1012
2513.66
BNK
33
7.19
2514.53
24.4
8.60
2512.47
BED
30.5
9.71
2514.07
BNK
37
6.83
2514.89
25
8.54
2512.53
BED
30.9
9.52
2514.26
BKF
40.3
5.92
2515.80
26
8.48
2512.59
BED
31.6
9.42
2514.36
GRND
43.7
5.94
2515.78
GRND
27.4
9.00
2512.07
BED
33.6
9.11
2514.67
GRND
55
5.40
2516.32
28.1
8.77
2512.3
BED
37.6
8.69
2515.09
GRND
65
5.03
2516.69
28.4
8.32
2512.75
EOW
40.6
7.98
2515.80
GRND
29.1
7.58
251149
BNK
43.7
7.92
2515.86
GRND
29.2
7.45
2513.62
BNK
30
7.18
2513.89
BNK
30.7
6.89
2514.18
BKF
31.3
6.73
2514.34
GRND
33
6.49
2514.58
GRND
35
6.33
2514.74
GRND
36.3
6.22
2514.85
GRND
38
5.88
2515.19
GRND
40
5.34
2515.73
GRND
42
5.29
2515.78
GRND
43.7
1 518
1 2515.79
1 GRND
Year 3
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
100.00
IR Lt
Year 4
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
100.00
IR Lt
Year 5
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
100.00
IR Lt

Morgan Creek Stream Restoration Site
Haywood County, NC
Riffle Cross Section RF5
Reach 2 - North Branch - Sta 10 +83.0
r
Year 2
Facing Downstream
Riffle Cross Section
2618 7_ 28 i --I- -t
I —As -built
-- fi — -- --
Year 1
c
c —Year 2
i
Year 3
=' �6 41 —*— Year 4
w • SKF I t Year 5
-2 1- - -
-10 0 10 20 30 40
Station (ft)
As -Built Year 1 Year 2 Year 3 Year 4 Year 5
Date 1/8/09 Date 10/6/09 Date 9!29/10 Date 0 /0 /0 Date 0 /0 /0 Date 0 /010
Area 5.0 Area 4.5 Area 3.9 Area 0.0 Area 0.0 Area 0.0
Bkf W 9.4 Bkf W 8.6 Bkf W 7.1 Bkf W; 10 Bkf W 10 Bkf W 10
Dmean 0.5 Dmean 0.5 Dmean 0.6 Dmean; 0.0 Dmean 0.0 Dmean 0.0
Dmax 0.9 Dmax 1.0 Dmax 0.9 Dmax 0.0 Dmax 0.0 Dmax 0.0
W/d 17.7 W/d 16.5 W/d 12.9 W/d 0.0 W/d
0.0
W/d
0.0

Morgan Creek Stream Restoration Site
Haywood County. NC
Riffle Cross Section RF5
Reach 2 - North Branch - Sta 10 +83.0
Desc.
As -Built
0.00
100.00
100.00
IR Lt
Year
1
Year
2
Station
FS /BS
Elev.
Desc.
Station
FS /BS
Elev.
Desc.
Station
FS /BS
Elev.
Desc.
BM
7.55
2612.59
RF5 IR Lt
BM
2.31
2617.00
BP IR Rt
BM
2.70
2617.00
IR Lt
HI
2620.14
HI
2619.31
HI
2619.70
-10
2.86
2617.28
0
7.02
2612.29
GRND
0
7.38
2612.32
GRND
0
7.86
2612.28
GRND
2
7.30
2612.01
3.6
7.77
2611.93
GRND
1
7.82
2612.32
5
7.67
2611.64
5.6
8.26
2611.44
GRND
1.6
8.05
2612.09
7
7.97
2611.34
BKF
8.6
8.61
2611.09
GRND
15
8.26
2611.88
7.7
8.15
2611.16
BANK
9
8.58
2611.12
BKF
5.5
8.78
2611.36
8.7
8.36
2610.95
BANK
10
8.88
2610.82
EOW
7
8.82
2611.32
BKF LT
9.2
8.34
2610.97
BANK
10.9
9.19
2610.51
BED
7.8
9.08
2611.06
10
8.65
2610.66
BANK
11.6
9.05
2610.65
BED
8.6
9.37
2610.77
10.4
8.72
2610.59
EOW
12.1
9.15
2610.55
BED
9.2
9.37
2610.77
11
8.87
2610.44
BED
13
9.11
2610.59
BED
10
9.59
2610.55
EOW LT
11.7
8.84
2610.47
13.3
9.13
2610.57
BED
11
9.64
2610.50
12.1
8.93
2610.38
13.6
8.88
2610.82
EOW
11.9
9.68
2610.46
12.3
8.65
2610.66
14.3
8.73
2610.97
BNK
13.3
9.53
2610.61
12.9
8.62
2610.69
15.3
8.45
2611.25
BNK
13.8
9.48
2610.66
EOW RT
13.3
8.87
2610.44
16.1
8.31
2611.39
BKF
14.3
9.43
2610.71
13.6
8.67
2610.64
EOW
17.6
8.29
2611.41
GRND
14.6
9.11
2611.03
14.4
8.34
2610.97
BANK
19.6
8.01
2611.69
GRND
16.4
8.82
2611.32
BKF RT
14.7
8.19
2611.12
BANK
21.3
7.92
2611.78
GRND
18
8.71
2611.43
15.6
8.04
2611.27
BKF
24.1
7.08
2612.62
GRND
19.3
8.50
2611.64
17.7
7.93
2611.38
GRND
26.9
6.42
2613.28
GRND
21.6
8.34
2611.80
19.6
7.66
2611.65
GRND
23.1
7.82
2612.32
21.3
7.53
2611.78
GRND
25
7.25
2612.89
24
6.82
2612.49
GRND
27
6.95
2613.19
GRND
26
6.21
2613.10
GRND
29.6
6.58
2613.56
27
6.04
2613.27
GRND
37
6.67
261147
49
6.65
2613.49
Year 3
Station
FS /BS
Elev,
Desc.
BM
HI
0.00
100.00
100.00
IR Lt
Year
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
100.00
IR Lt
Year 5
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
10000
IR Lt

14'
�
Morgan Creek Stream Restoration Site
�
!
I
Haywood County, NC
I
i
I
Pool Cross Section PL5
Reach 2 -North Branch - Sta 11 +51.4
i
f
Year 2
Facing Downstream
Pool Cross Section
2612
26
9.3
W/d
0.0
W/d
0.0
W/d
0.0
—As -built
—Year 1
° 26
—Year 2
�
— x—Year 3
d
-- Year 4
W
t Year 5
26
2604
-2 8
18 28
38
48
Station (ft)
As -Built
Year 1
Year 2
Year 3
Year 4
Year S
Date 1/8/09
Date
10/6/09
Date 9/29/10
Date':
0I010
Date
0 /0 /0
Date 0 /0 /0
Area 9.6
Area
8.7
Area 6.7
Area!
0.0
Area
0.0
Area 0.0
Bkf W 8.8
Bkf W
8.4
Bkf W 7.9
Bkf W;
10
Bkf W
10
Bkf W 10
Dmean 1.1
Dmean
1.0
Dmean 0.9
Dmean', .
Dmean
0.0
Dmean 0.0
Dmax 1.9
Dmax
1.9
Dmax 1.4
Dmax!
0.0
Dmax
0.0
Dmax 0.0
W/d 8.1
W/d
8.1
W/d
14'
�
I
I
♦ 3KF
�
!
I
I
i
I
9.3
W/d
0.0
W/d
0.0
W/d
0.0

Morgan Creek Stream Restoration Site
Haywood County, NC
Pool Cross Section PL5
Reach 2 -North Branch - Sta 11 +51.4
Desc.
As -Built
0,00
100.00
100.00
IR Lt
Year
1
Year
2
Station
FS /BS
Elev.
Desc.
Station
FS /BS
Elev.
Desc.
Station
FS /BS
Elev.
Desc.
BM
7.55
2612.59
RF5 IR Lt
BM
2.31
2617.00
BP IR Rt
BM
2.70
2617.00
IR Lt
HI
2620.14
HI
2619.31
HI
2619.70
-2
8.49
2611.65
0
9.73
2609.58
GRND
0
10.01
2609.69
GRND
0
10.49
2609.65
GRND
2
10.76
2608.55
2.8
11.75
2607.95
GRND
1.4
11.17
2608.97
3.1
11.75
2607.56
4.8
12.05
2607.65
GRND
3.2
12.53
2607.61
5
1112
2607.59
6.8
11.96
2607.74
GRND
6.5
12.49
2607.65
7.3
11.69
2607.62
8.8
12.13
2607.57
GRND
9.1
12.53
2607.61
BKF LT
9.2
11.77
2607.54
BKF
9.3
12.15
2607.55
BKF
10.2
12.89
2607.25
10.3
12.13
2607.18
BNK
10
12.36
2607.34
BNK
10.8
13.17
2606.97
10.8
12.26
2607.05
BNK
10.8
12.65
2607.05
BNK
11
13.46
2606.68
EOW
11.1
12.60
2606.71
EOW
11.1
12.88
2606.82
EOW
11.2
14.37
2605.77
11.2
13.43
2605.88
BED
11.4
13.42
2606.28
BED
12.5
14.38
2605.76
12
13.45
2605.86
12.5
13.51
2606.19
BED
115
14.32
2605.82
13
13.63
2605.68
13.4
13.53
2606.17
BED
14.5
13.92
2606.22
13.7
13.36
2605.95
14.4
13.34
2606.36
BED
15.7
14.45
2605.69
14.5
13.10
2606.21
15.4
13.29
2606.41
BED
15.9
13.45
2606.69
EOW
15.4
12.94
2606.37
15.8
12.95
2606.75
EOW
16
13.20
2606.94
15.8
12.94
2606.37
16
12.60
2607.10
BNK
17.9
12.40
2607.74
BKF RT
15.9
12.61
2606.7
EOW
16.5
12.35
2607.35
BKF
22.3
11.83
2608.31
16
12.43
2606.88
BNK
17.2
12.24
2607.46
GRND
27
9.99
2610.15
16.3
12.13
2607.18
BNK
18.8
11.91
2607.79
GRND
27.5
9.89
2610.25
GRND
16.8
11.92
2607.39
BNK
20.8
11.57
2608.13
GRND
32
9.36
2610.78
17.6
11.68
2607.63
BKF
22.8
11.30
2608.40
GRND
38
9.21
2610.93
19
11.50
2607.81
GRND
25.3
10.32
2609.38
GRND
43
9.01
2611.13
20.3
11.28
2608.03
27.5
9.51
2610.19
GRND
50
9.41
2610.73
21.8
11.08
2608.23
"
23
10.78
2608.53
"
25
10.13
2609.18
"
27
9.22
2610.09
"
27.5
9.1
2610.21
"
Year 3
Station
FS /BS
Elev.
Desc.
BM
HI
0,00
100.00
100.00
IR Lt
Year 4
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
100.00
IR Lt
Year 5
Station
FS /BS
Elev.
Desc.
BM
HI
0.00
100.00
100.00
IR Lt

o
weighted percent of particles in 0 11
>
o o
°'
2
o
_
o
range
tr
@
0 0 o cc
r (D O N O O W CL
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W
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A
N
3
m
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N
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0
0
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7
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N
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A
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A
N
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CO
7
N (n i1 (n
CD
o a 3 n
o m CD
c 7 0 .3. 7
� O
CO
IIO Iw
percent finer than
N w A Ut m J Co O O
O O O O O O O O O O O
O
0 0 0 0 0 0 0 0 0 0 0
O
O
v
X
p
CD
j
N.
N
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(D
0
7n
w
(n -0
a_ o
V
coi, 3
(D 1
(D (D
CD
wv
C
AO
CD
o
(D
O Cn
3
o
percent finer than
N w A Ut m J Co O O
O O O O O O O O O O O
O
0 0 0 0 0 0 0 0 0 0 0
O
O
M. O
N N Cr y O O
EC) � U1 d O
Z
(D
a
Q
CD
C:
0
c
7
0
0
(0
m
7
(D
(D
x
U.
m
m
3
z
CD
n�
O (n O Cn
saioilied jo jagwnu
O N O Q
cc w 7 00 7 (D
A O_ O
(OD O (OD
c
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s n 3
U)
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v
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d
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3
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p_
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N N Cr y O O
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Z
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CD
C:
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c
7
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0
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m
7
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x
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m
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3
z
CD
n�
O (n O Cn
saioilied jo jagwnu
O N O Q
cc w 7 00 7 (D
A O_ O
(OD O (OD
c
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s n 3
U)
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o
weighted percent of particles in '.
0
m
Fu
o
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range
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n V7 N V) N
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m o> 0> m m a
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Cl CD 0) N v C 3 3 N m 2- 3 N a0) a)) a0) C C. `2 D o m m
m m 3 CL
Cr
CD m m m a Q o
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0
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n
v CD
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o
C C m Co m A N N M O m Cn
O N U) J W A
Ln
0 CD
C O
O
II� = 7
percent finer than
N W A Cn m J m CD O
O O O O O O O O O O O
O
0 0 0 0 0 0 0 0 0 0 0
O
w
Q
T O
o
c
N
Q
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m
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(n
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C.
C
CD
a) CD
N
0)
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a
A
Cn
<
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W
CD
m
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CL
a
Q
CD
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O
7
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n
j
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CD
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o
(D Cr
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v
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v
m
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7
L
A
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0
0
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o
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Q �
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vm
m
m CD
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m
Cr
3
N
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m
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CD
a
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CD
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C
7
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ET
y O N A m CO O O N A m C)D O rQ
0 G, a o' sajoi�jed ;o jagwnu
<
Z
0
CD
a
a
n
0
c
0
n
d
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m
0
n
3
o o
n co Cr
O 07 m
T = o. 7 n
N O
Cp 0 N C
0
O "
S N
W 3
7 m
N
3
O
Q
T O
o
CD
N
Q
0
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Cn
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<
a
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m
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CL
O
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7
n
■
CD
CD Cn
O
O
O N
a
m
L
CO
m a
w
m
3 Cn
o0
Z
CD
a
a
CD
O
C
7
o O _ _ _ _
ET
y O N A m CO O O N A m C)D O rQ
0 G, a o' sajoi�jed ;o jagwnu
<
Z
0
CD
a
a
n
0
c
0
n
d
�o
m
0
n
3
o o
n co Cr
O 07 m
T = o. 7 n
N O
Cp 0 N C
0
O "
S N
W 3
7 m
N
3
O

APPENDIX D
WETLAND RAW DATA

O
r
O
N
T-
N O Ln O LO O N
r r- N N
(ui) jalempunojE) of yldaa
AON-LZ
AON-Z 4
130-SZ
130-CL
daS-SZ
daS-£ L
BnV-6Z
Bny-tq
jnf0C
Inf SL
unf 0£
d
unr-gL 0
AeW- L£
AeW -9 L
AeW- L
AV-9L
AV-L
aeW-LL
JeW -Z
qa:j-B L
uel`L£
uer-9L
uerL
0
M
t
a
4)
D
.0
O
t
H
d
L
Z
H
d
J
L
d
ea
3
M
c
0
L
MJ

w
O
1-Jan
16-Jan
31-Jan
15 -Feb
2 -Mar
17 -Mar
1 -Apr
G)
16 -Apr
O
C
1 -May
CL
16 -May
31 -May
CD
15-Jun
l�D
30-Jun
3
O
N
15-Jul
O
CL
30-Jul
'v
CD
14 -Aug
Irt
29 -Aug
13 -Sep
28 -Sep
13 -Oct
28 -Oct
12 -Nov
27 -Nov
Depth to Groundwater (in)
Cn O CTS O L" O VI
IV
O
O

O
T-
C)
N
M
►
.n O L O LO O N
N
(ui) jalennpunoj!D of yjdaa
AON-LZ
noN-Z L
130-OZ
330-£ L
daS-8Z
daS-£ L
Bny -6Z
Bny -tiL
Inf-0£
Inf-S L
unf-0£
d
unf-SL p
AeW- L£
AeW -9 L
AeW- L
jdy-q L
AV -L
aeW-L L
JeW -Z
qa=I-S L
uef-L£
Uef-9 L
uef-L
O
M
t
a
d
O
V
O
t
H
L
F
J
d
R
3
V
Oi
0