20051097 Ver 1_Year 4 Monitoring Report_20091228

Lick Creek Stream Restoration Site
MONITORING REPORT 2009 (Year 4)
Submitted to
r
}
North Carolina Department of Environment and Natural Resources
North Carolina Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699 -1652
Submitted by
Restoration Systems, LLC
1101 Haynes Street, Suite 211
Raleigh, North Carolina 27604
December 11, 2009
5-1097
\N
RECEIVE
DEC 2 8 2009
ENHANCEMENT PROGRAM

J
EXECUTIVE SUMMARY
The Lick Creek Stream Restoration Site located within the Cape Fear River Basin,
consists of approximately 9,568 linear feet of Priority 1 stream restoration of portions of
Lick Creek and Wallace Branch These reaches consist of perennial, second and third
order streams that have historically been impacted by riparian and bank vegetation
removal, the introduction of agricultural ditch inputs, channel straightening, and
unrestricted livestock access The constructed stream channels have restored appropriate
morphology including riffle -pool bed form and channel pattern Cross - vanes, J -Hook
vanes, and m -stream log structures have been integrated into the channel to provide grade
control, maintain stable stream banks while the riparian vegetation reestablishes, and
provide in-stream habitat
Hydrology
Following completion of construction in March of 2006, the site has been subjected to at
least five greater- than - bankfull events and several near bankfull events In June of 2006,
Hurricane Alberto crossed central North Carolina resulting in five inches of rainfall on-
site and water elevations three feet above bankfull In November of 2006, heavy rainfall
resulted in water elevations up to two feet above bankfull In August and September of
2008, remnants of Tropical Storm Fay and Hurricane Hannah resulted in water elevations
approximately one to two feet above bankfull In October of 2007, the crest gages
recorded a bankfull event on both Lick Creek and Wallace Branch During the summer
of 2009, heavy rainfall resulted in an event that overtopped the crest gage located within
the Wallace Branch monitoring reach It is estimated from debris Imes that this was
approximately 1' above bankfull Five additional events including Hurricane Ernesto
resulted in water elevations within one to two feet below bankfull It should be noted that
the summers of 2007 and 2008 have been some of the most severe droughts on record for
the state of North Carolina
Stream
Most of the stream reaches have managed the extreme flow events of the first four years
Areas of persistent bank scour and in -stream structure issues that were identified in the
2008 Monitoring Report were repaired in January of 2009 As part of the repairs, brush
toes were installed in several meander bends where bank erosion had been observed The
repaired areas were inspected in October of 2009 as a part of this monitoring period and
appeared to be stable and in sound condition Cross section and profile surveys indicate
that the channel form is consistent with the Year 3 surveys
Vegetation
Native woody and herbaceous species were used to establish at nummum a fifty foot
wide riparian buffer on each side of the restored reach Planted herbaceous species have
successfully established throughout the majority of the site along with volunteer species
from upstream seed sources In areas of weak bank vegetation, additional live- stakes
were installed in 2007 and are becoming well established
Lick Creek Monitoring Year 4 ni 12/11/09

C
In portions of the project upstream of Lower Moncure Road, cattle accessed the buffer
through an opened agricultural gate at the ford crossing on Wallace Branch Due to
heavy and prolonged grazmg, the planted buffer suffered severe damage
The riparian buffer planting had an overall survival rate of 67% with additional volunteer
species taking root The average stem density for the Site is 536 trees per acre A number
of Chinese privet (Ligustrum sinense) stems are emerging in areas where mvasive species
removal previously occurred
Planned Action
1) Continued visual monitoring of areas of concern
2) Re -seed areas of weak vegetation along banks and terrace
Lick Creek Monttoiing Year 4 iv 12/11/09

10 PROJECT BACKGROUND
11 LOCATION AND SETTING
The Lick Creek Stream Restoration Site is located approximately 2 6 miles northeast of
the City of Sanford in rural Lee County, North Carolina From Raleigh, NC take US -1
south, take Colon Rd exit, turn left onto Colon Road, turn left on Riddle Road, turn right
on Lower Moncure Road and the site is approximately '/ mile on the left and right side of
the road The project reach is located in the Lick Creek watershed of the Cape Fear River
Basin (United States Geological Survey (USGS) 14 -digit Hydrologic Unit
030300040 100 10) within North Carolina Division of Water Quality (NCDWQ) sub -basm
03 -06 -07 The 03 -06 -07 sub -basm contains all of the Lick Creek drainage area as well as
all other drainages to the 25 -river miles of the Cape Fear River extending from near the
confluence at Lick Creek in Lee County to near Buies Creek in Harnett County This
sub -basm is primarily forested, although agriculture accounts for a significant portion of
the land -use
12 PROJECT STRUCTURE AND OBJECTIVES
The pre - construction site consisted of approximately 51 acres of floodplam, 5,371 linear
feet of stream designated as Lick Creek, and 3,512 linear feet of stream designated as
Wallace Branch These reaches consist of perennial, second and third order streams that
have historically been impacted by riparian and bank vegetation removal, the introduction
of agricultural ditch inputs, channel straightening, unrestricted livestock access, and the
increasing development of the contributing drainage area Prior land use within the site
consists of forested areas and pasture
The primary goals and objectives of the project were to improve local water quality,
enhance flood attenuation and restore aquatic and riparian habitat The overall mitigation
strategy consisted of reconstruction of the stream channels to restore stable channel
morphology, construction of in- stream habitat and grade/bank stabilization structures,
exclusion of livestock, and reestablishment of native riparian buffers greater than 50 feet
in width
The project is divided into three distinct mitigation elements Reach 1 consists of Wallace
Branch from the upstream end of the site to its confluence with Lick Creek Reach 2
consists of Lick Creek from the upstream end of the site to its confluence with Wallace
Branch Reach 3 consists of Lick Creek from the confluence with Wallace Branch to the
downstream end of the site
Lick Creek Monitoring Year 4 1 12/11/09

C
u
C
Table 1 Project Structure and Objectives — Lick Creek Stream Restoration Site (D04013 -1)
Reach
NVLthgathon
Priority
Linear
Stationing
Description
ID
Type
Level
Footage
N/A
Apr 05
1
Restoration
PI
3 690 ft
10+00— 46 +90
3 690 ft of channel relocation
N/A
Apr 06
Permanent seed mix applied to entire project area
Mar 05
N/A
of Wallace Branch
2
Restoration
P1
1 870 ft
10 +00 —28+70
1 870 ft of channel relocation
N/A
Apr 06
Mitigation Plan / As -built (Year 0 Monitoring baseline)
Mar 05
May -06
of Upper Lick Creek
Maintenance following Humcane Alberto
(Log vanes added and bank repairs)
N/A
N/A
Nov 06
Year 1 Monitoring
3,650 ft of channel relocation
3
Restoration
P 1
4 008 ft
28 +70 — 65 +20
of Lower Lick Creek and
Year 3 Monitoring
Nov 08
Oct -08
Nov 08
Maintenance (Brush toes added to stabilize scoured banks)
358 ft of channel relocation of
N/A
I Jan 09
Year 4 Monitoring
Nov -09
Oct 09
an Unnamed Tributary
Total
9,568 ft
13 PROJECT BACKGROUND
Table 2 Project Activity and Reporting History — Lick Creek Stream Restoration Site
(D04013 -1)
Activity or Report
Scheduled
Completion
Data
Collection
Complete
Actual
Completion
or Delivery
Restoration Plan
Oct 04
N/A
Apr 05
Final Design — (at least 90% complete)
Oct 04
N/A
Apr 05
Construction
Mar 05
N/A
Mar 06
Temporary S &E mix applied to entire project area
Mar 05
N/A
Apr 06
Permanent seed mix applied to entire project area
Mar 05
N/A
Apr 06
Live stakes planting
Mar 05
N/A
Apr 06
Bare root trees planting
Mar 05
N/A
Apr 06
Mitigation Plan / As -built (Year 0 Monitoring baseline)
Mar 05
May -06
Jun -06
Maintenance following Humcane Alberto
(Log vanes added and bank repairs)
N/A
N/A
Nov 06
Year 1 Monitoring
Nov 06
Dec 06
Dec 06
Year 2 Monitoring
Nov 07
Nov 07
Dec 07
Year 3 Monitoring
Nov 08
Oct -08
Nov 08
Maintenance (Brush toes added to stabilize scoured banks)
N/A
N/A
I Jan 09
Year 4 Monitoring
Nov -09
Oct 09
Dec 09
Year 5 Monitoring
Nov 10
Lick Creek Monitoring Year 4 2
12/11/09

Table 3 Project Contact Information — Lick Creek Stream Restoration Site (D04013 -1)
Designer
URS Corporation
1600 Perimeter Park Drive Suite 400
Morrisville NC 27560
Construction Contractor
North State Environmental, Inc
2889 Lowery Street Suite B
Winston Salem NC 27101
Contact
Darrell Westmoreland Tel [phone]
Planting Contractor
H & J Forestry Services
910 264 1612
Seeding Contractor
North State Environmental Inc
2889 Lowery Street Suite B
Winston Salem NC 27101
Contact
Darrell Westmoreland Tel [phone]
Nursery Stock Suppliers
S C Supertree Nursery Tel [phone]
Monitoring Performer
Wolf Creek Engineering
51 North Knob Lane
Weaverville NC 28787
Contact
Grant Ginn Tel [phone]
Lick Creek Monitoring Year 4 3 12/11/09 0

L -1
JJ
Fill
Table 4 Project Background Information — Lick Creek Stream Restoration Site (D04013 -1)
Project County
Lee County NC
Drainage Area
Reach 1 Wallace Branch
4 94 rm'
Reach 2 Lick Creek
886 rm2
Reach 3 Lick Creek
13 9 mil
Estimated Drainage % Impervious Cover
Reach 1 Wallace Branch
<5%
Reach 2 Lick Creek
5%
Reach 3 Lick Creek
5%
Stream Order
Reach 1 Wallace Branch
2
Reach 2 Lick Creek
2
Reach 3 Lick Creek
3
Physiographic Region
Piedmont
Ecoregion
Triassic Basin
Rosgen Classification of As Built
E5
Cowardm Classification
Piedmont/Mountain Bottomland Forrest
Dominant Soil Types
Reach 1 Wallace Branch
Congaree Silt Loam (Cp)
Reach 2 Lick Creek
Congaree Silt Loam (Cp)
Reach 3 Lick Creek
Congaree Silt Loam (Cp)
Reference site ID
UT to Reedy Creek
USGS HUC for Project and Reference sites
03030004
NCDWQ Sub basin for Project and Reference
03 06 07
NCDWQ classification for Project and Reference
WS IV
Any portion of any project segment 303d listed?
No
Any portion of any project segment upstream of a
No
303d listed segment?
Reasons for 303d listing or stressor?
N/A
% of project easement fenced
100%
(I
U Lick Creek Momtonng Year 4 4 12/11/09
U

0)
CATS ,-
z GATE
I\
I
0
4
II�
DESIGN ALIGNMENT '
PHOTOPONT
WALLACE BRANCH
STA. 10 +00
PM OT i`
--
fi
`PHOTOPOIN GATE""
` \\ IIII I I II III IIII\ S� = -.qos�{
i NO. 10 IIII11IIj1111111
-
` CONSERVATTON EASEMENT -''
1 POINT DESCRIPTION NORTHING EASTING ELEVATION
PP10 1 641991.1111962981.24 216.08
PP11 I 642110.5111963M.24 214.29
C
•
Em ft Fm
LECEND
— ORIGINAL CHANNEL
CENTERLINE
— ORIGINAL CHANNEL
- - ORIGINAL CONTOUR
—AS BUILT THALWEG
—AS BUILT BANK TOP
— DESIGN CHANNEL
CENTERUNE
LOG VANE
ROOTWAD
CROSS VANE
ROCK VANE
CROCK VANE ADDED
NOVEMBER 2006
_.__,(LOG VANE ADDED
NOVEMBER 2006
• LOW CONCERN
O MEDIUM CONCERN
• HIGH CONCERN
O COMPLETED REPAIR
0 IRON ROD
01 GAUGE
WALLACE BRANCH w
AS -BUILT
\\
POST - CONSTRUCTION
aM�p'THALWEG 1
00,
DE
EPS�M�Nt
,-
AUCNMFNL. ,''�E a71 a
C. FENCE) NT ��
E
�
,IA. 10100 A
\ PRE - CONSTRUCTION
1
WALLACE BRANCH S��
vv
�'
`� �
PERMANENT STREAM'. (p.
i��f �•• CROSSING ilk�t' /p � v
-" BEGIN CONS7'RUC110N
it
I\
I
0
4
II�
DESIGN ALIGNMENT '
PHOTOPONT
WALLACE BRANCH
STA. 10 +00
PM OT i`
--
fi
`PHOTOPOIN GATE""
` \\ IIII I I II III IIII\ S� = -.qos�{
i NO. 10 IIII11IIj1111111
-
` CONSERVATTON EASEMENT -''
1 POINT DESCRIPTION NORTHING EASTING ELEVATION
PP10 1 641991.1111962981.24 216.08
PP11 I 642110.5111963M.24 214.29
C
•
Em ft Fm
LECEND
— ORIGINAL CHANNEL
CENTERLINE
— ORIGINAL CHANNEL
- - ORIGINAL CONTOUR
—AS BUILT THALWEG
—AS BUILT BANK TOP
— DESIGN CHANNEL
CENTERUNE
LOG VANE
ROOTWAD
CROSS VANE
ROCK VANE
CROCK VANE ADDED
NOVEMBER 2006
_.__,(LOG VANE ADDED
NOVEMBER 2006
• LOW CONCERN
O MEDIUM CONCERN
• HIGH CONCERN
O COMPLETED REPAIR
0 IRON ROD
01 GAUGE

J
!� SERVATI0"T EASEMENT
FENCE) _ -
i (E
EASEMENT
C�SERVATI
I 1Yiu /l`' `ml i (FyEC. FENCE)
PRE - CONSTRUCTION
_ d
EXISTING. WALLACE BRANCH
BRIDGE
ti d i' wgim @RMIGTI
k
_A�1 -BIT. r .�,,�. r
ul ( •: =�� _ MONITORING POST- CA1W�oY m/^i r W
:REACH 1 = , d ; N0. 2 '
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... � � �� r x� _ , L � _ _. �_.� r �•+ xc'.,,� � u7E CW PR �! _ - rr � \\ \ � 009E tl ;5
IA /P�� DESK)
imw
hON
MONITORING
z 0 PLOT NO. 2 GAUGE 1
` r,/ (CREST) /
yc�J� PNOTOPOINT
N0. `t
ti
ilr ,
t
POINT DESCRIPTION
NORTHING
EAS6NC
ELEVATION
BP1LT
642234.971964048.7
213.76
BFIRT
642199.00
1964085.841
213.95
PP1
542251.23
1964276.
21169
XS1LT
642326.91
1964249.7
213.24
XS1RT
642320.551964300.
213.46
PP2
642374.80
1964253.3
213.03
XS2LT
642430.251964293.9
21.108
XS2RT
642381.47
1964323.2
213.05
a o a
SUIE b fF£f
LESS
ORIGINAL CHANNEL
CENTERLINE
— ORIGINAL CHANNEL
ORIGINAL CONTOUR
AS BUILT THALWEG
—AS BUILT BANK TOP
— DESIGN CHANNEL
CENTERLINE
LOG VANE
ROOTWAD
CROSS VANE
�B ROCK VANE
CROCK VANE ADDED
NOVEMBER 2006
-.—,,(LOG VANE ADDED
NOVEMBER 2006
• LOW CONCERN
O MEDIUM CONCERN
• HIGH CONCERN
O COMPLETED REPAIR
9T IRON ROD
® GAUGE

M

LD
POINT DESCRIPTION
I NORTHING
I EASTINC
JELEVATION
EP2LT
642782.8511964742.86
G
211.95
EP2RT
642799.25
964796.16
212.44
EP1LT
642771.53
964579.57
212.07
EPIRT
642786.65
964624.93
211.83
PP9
643372.57
964974.33
211.30
IS
°
c
$ G
im
srx[ ix rtn
-
I
_
�A
�o
VEGETATION
\�
WALLACE BRANCH
MONITORING �
DESIGN ALIGNMENT
PLOT NQ. 3
\
WALLACE BRANCH.
AS -BUILT
�`� i
7
co sdrv�noN
ELEC. EASE
FENCE) MEN7
�
WALLACE BRANCH -
_
VEGETATION
MONITORING
' I
POST - CONSTRUCTION.
THALWEG PRE-CDNSTRUGIIP
-. 8 WALLACE BRANCH
0
MONITORING
REACH 1
PLOT NO. 4
OESKiWFALIGNMENT
`- -
-
END PROFILE
;'
-
LICK CREEK 4
br
AS -BUILT `
00 `S2
is
p.�
PRE - CONSTRUCTION
LICK CREEK
--
�IONTORING
END PROFILE
Cis
ONCE
LICK CREEK
(NO
POST- CONSTRUCTION
THALWEG
POINT DESCRIPTION
I NORTHING
I EASTINC
JELEVATION
EP2LT
642782.8511964742.86
G
211.95
EP2RT
642799.25
964796.16
212.44
EP1LT
642771.53
964579.57
212.07
EPIRT
642786.65
964624.93
211.83
PP9
643372.57
964974.33
211.30
LEGEND
ORIGINAL CHANNEL
CENTERLINE
ORIGINAL CHANNEL
ORIGINAL CONTOUR
AS BUILT THALWEG
—AS BUILT BANK TOP
— DESIGN CHANNEL
CENTERLINE
LOG VANE
ROOTWAD
CROSS VANE
®„6 ROCK VANE
CROCK VANE ADDED
NOVEMBER 2006
__gLOC VANE ADDED
NOVEMBER 2006
• LOW CONCERN
O MEDIUM CONCERN
• HIGH CONCERN
O COMPLETED REPAIR
0 IRON ROD
O) GAUGE
G
a a
� o
EASEMENT
$MVAT16N
x �
a o a
im
srx[ ix rtn
-
I
LEGEND
ORIGINAL CHANNEL
CENTERLINE
ORIGINAL CHANNEL
ORIGINAL CONTOUR
AS BUILT THALWEG
—AS BUILT BANK TOP
— DESIGN CHANNEL
CENTERLINE
LOG VANE
ROOTWAD
CROSS VANE
®„6 ROCK VANE
CROCK VANE ADDED
NOVEMBER 2006
__gLOC VANE ADDED
NOVEMBER 2006
• LOW CONCERN
O MEDIUM CONCERN
• HIGH CONCERN
O COMPLETED REPAIR
0 IRON ROD
O) GAUGE
U
•.
EASEMENT
$MVAT16N
-
-
I
_
�A
LEGEND
ORIGINAL CHANNEL
CENTERLINE
ORIGINAL CHANNEL
ORIGINAL CONTOUR
AS BUILT THALWEG
—AS BUILT BANK TOP
— DESIGN CHANNEL
CENTERLINE
LOG VANE
ROOTWAD
CROSS VANE
®„6 ROCK VANE
CROCK VANE ADDED
NOVEMBER 2006
__gLOC VANE ADDED
NOVEMBER 2006
• LOW CONCERN
O MEDIUM CONCERN
• HIGH CONCERN
O COMPLETED REPAIR
0 IRON ROD
O) GAUGE

N
O
i
9
I
V11 ON MONITORING
CONSERVATION EASEMENT
' PLOT NO 6 ELEC. FENCE) ,
POST- CONSTRUCTIW.,
' o -THALWEG
UCK`CREEK
J ^i
AS-BUILT
i r E 0
,0 as P AAr� DESIGN ALIGNMENT
r
-
���: MONITORING -
�l REACH 3
BEGIN PROFILE GAUGE 4 VEGETATION
S . 3 +00 (RAINFALL) YONITORINC
�\`\a-- ' PLOT N0.7
s y wT
°i"�'t / GAUGE 3
1
PRE - CONSTRUCnoN
:t
PHOTOPOINT YONTORING LICK CREEK
-
NO. 5 - .'� CROSS- SECTION
MONITORING NQ B
% CROSS- SECTION
a te` ` - ' NO. 5 �.
1I
w
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POINT DESCRIPTION
NORTHING
EASTING
ELEVATION
BP3LT
643656.13
1955422.
210.51
BP3RT
543523.
965476.86
210.50
PPS
643525.93
1965675.9
210.34
PP6
643581.04
1965808.2
210.05
XS51
643621.47
1965749.0
209.56
%S5RT
643566.26
1965790.0
210.22
90
643693.80
1965827.3
209.31
XS6RT
643662
1965893.1
210.12
EP3LT
14393t!39119661653
208.45
EP3RT
1643905,541966239.11
208.06
I
rc
MU ■ FKT
LEGEND
— ORIGINAL CHANNEL
CENTERLINE
— ORIGINAL CHANNEL
ORIGINAL CONTOUR
—AS BUILT THALWEG
—AS BUILT BANK TOP
— DESIGN CHANNEL
CENTERLINE
LOG VANE
ROOTWAD
CROSS VANE
ROCK VANE
CROCK VANE ADDED
NOVEMBER 2006
____'L VAN' VANE ADDED
NOVEMBER 2006
• LOW CONCERN
O MEDIUM CONCERN
* HIGH CONCERN
O COMPLETED REPAIR
0 IRON ROD
9 GAUGE

N
3
4
9
r
F
Wolf Creek Engineering
b ;
Na '��` CNBQ BHNI9RAT0N
� ��•`G '� NORlN C/Jm61NA LeP
AS -BUILT PLAN
T ` v /ia /a e. 1018 YP -B
a - ap
���,
�, a I ,
ST 45 +00 MONITORING
R
`END PROFILE \\ ' - s -=--'
UCK MEEK
s AS -BOLT
I
0, TrPy3 r '� ` \\`\ - 4`05T CONSTRUCTION VEGETABON -
' i 1 r° r rr. •:;N'_ -�' -_ \ t ` \' i 'THALWEC -
{ , r _ _ - - _ - r / PLOT N0. B
DESIGN AUGNMEN7
_r
it A 49.
- _
it
r i r
PHOT"T • - - ' �•I r .ORIGINAL CHANNEL
N0. 7 CENTERLINE
+ _ - _ - ' / �� r
' Na TQ — ORIGINAL CHANNEL
PRE- NSTRUC11OJl-
LICK �m \\ ` �/ f/ ORIGINAL CONTOUR
PH070P0NT
-a
AS BUILT 7HALWEG
i
�__- —AS BUILT BANK TOP
- - \` �� _ g" - -_- -- i — DESIGN CHANNEL
BEGIN CONSTRUC CENTERLINE
LICK CREEK TRIBUYARY 10 +00
ST LOG VANE
A. a \ - - -_ -
_ i' -4 ROOTWAD
\- CON5ERVATION EASEMENT CROSS VANE
(NO FENCE) ROCK VANE
CROCK VANE ADDED
- NOVEMBER 2006
OC VANE ADDED
NOVEMBER 2006
• LOW CONCERN
O MEDIUM CONCERN
a o p im • HIGH CONCERN
O COMPLETED REPAIR
srx[ ° im 0 IRON ROD
® GAUGE
FONT DESCRIPTION
NORTHING
FASTING
ELEVATION
EP3LT
643931.69
966165.79
206.45
EP3RT
643905.52
966239.12
208.06
PPB
643964.34
966524.28
207.04

H
N
t
T
t
e
t
F
GATE
��,.�
�}
� �Zq~N
2.� •A\\ia t- . � -
��
END_.C.*7RUC1pN
-- LICK CREEK \ N �\ - LICK CREEK
QOr�S r AS -BUILT STA. 65+116
r - POST.EONSTRUCTION
TRALWEC
VEGETATION
MONITORING
O _ /'k - - - - I \ • ri,'�`���� f r , r I
PLOT NO.- B
.ORE- CONSTRUCTION r rl w u�i I '� '�,2:.•`��•
I , a - ate. \•
ILICK (REEK
ENO SfRVq pO
FfNCf N CASEMENT -- -'
a o n r
9YIE W iFET
�I
i I
LEGEND
ORIGINAL CHANNEL
CENTERLINE
— ORIGINAL CHANNEL
ORIGINAL CONTOUR
— AS BUILT THALWEG
—AS BUILT BANK TOP
— DESIGN CHANNEL
CENTERLINE
LOG VANE
ROOTWAD
CROSS VANE
ROCK VANE
CROCK VANE ADDED
NOVEMBER 2006
___�LOG VANE ADDED
NOVEMBER 2006
• LOW CONCERN
O MEDIUM CONCERN
* HIGH CONCERN
O COMPLETED REPAIR
0 IRON ROD
0 GAUGE

2 0 PROJECT CONDITION AND MONITORING RESULTS
21 VEGETATION ASSESSMENT
The survivability of the riparian buffer plantings is evaluated using eight (8) randomly
placed 10 meter by 10 meter vegetative sampling plots providing combined sample
coverage of two percent of the replanted area The corners of each monitoring plot have
been marked in the field and then- position documented by GPS survey The monitoring
consists of a physical inventory within each plot in order to determine the composition
and number of surviving species and the total number of stems per acre To the extent
possible, differentiation between planted and volunteer stems was accomplished The
presence of non - native, exotic, and undesirable species was noted Additionally,
sequential photographs are taken from the upstream corner located closest to the stream
of each monitoring plot
Planted herbaceous species have successfully established throughout the majority of the
site along with volunteer species from upstream seed sources Due to favorable growing
conditions during the fourth monitoring year, willow and dogwood live stakes used for
bank stabilization have begun to establish themselves along the stream banks The
riparian buffer plantmg had an overall survival rate of 67% with additional volunteer
species taking root
2 11 Vegetative Problem
Cattle have had access to the upstream portion of Wallace Branch for what appears to be
a prolonged period During performance of the Year 4 monitoring survey, it was
observed that an agricultural gate was open allowing unrestricted livestock access to the
planted buffer adjacent to the agricultural ford crossing Woody and herbaceous
vegetation was severely impacted by over - grazing The livestock were removed from the
easement and the gate has been secured
An increasing number of non - native Chinese privet (Ligustrum sinense) stems were
recorded emerging in areas where invasive species removal previously occurred A
relatively high occurrence of privet was observed within the conservation easement along
the upstream reach of Lick Creek, adjacent to a densely populated off -site stand of privet
There are a few isolated areas where herbaceous species are only sparsely established on
the floodplam and channel banks
Table 5 Vegetative Problem Areas — Lick Creek Stream Restoration Site (D04013 -1)
Feature / Issue
Station # / Range
Problem Cause
Invasive / Exotic
Several Chinese privet re sprouting in
Populations
Various
areas where it was removed
Wallace Branch
10+00 —27+00 42 +50
Livestock grazing
Bare Bank or Toe
Lick Creek
Local scour
9 +90
Lick Creek Monitoring Year 4 13 12/11/09

r-,
I'
4�
2 12 Stem Counts
Table 7 presents stem counts of surviving individuals found at each of the monitoring
plot at the end of Year 4 of the post - construction monitoring period Trees within each
monitoring plot are flagged regularly to prevent the occurrence of unmarked trees due to
flag degradation Volunteer individuals found within the plots are also flagged during
this process The average stem density for the Site is 536 trees per acre and with an
overall survival rate of 67%
All herbaceous species seeded throughout the site after construction were found onsite at
the end of Year 4 In addition, native species such as Switch grass (Panicum vzrgatum),
soft rush (Juncus effuses), fennel (Eupatortum sp ), goldenrod (Sohdago spp ), sedge
(Carex spp ), buttercup (Ranunculus spp ), plantain (Plantago spp ), fescue (Festucca
spp ), crabgrass (Digitarta spp ), smartweed (Polygonum spp ), nightshade (Solanum
spp ), poison ivy (Toxtcodendron radicans), Rumex spp , and species of Aster (Aster
spp ), were found to have colonized throughout the project's riparian area
Table 6 Stem Counts — Lick Creek Stream Restoration Site (D04013 -1)
Species
Plots - Year 3
Initial
Totals
Year 4
Totals
1
2
3
4
5
6
7
8
Trees
simcna trzloba
1
1
2
1
1
1
27
7
etula na ra
1
2
5+
1
4
3
2
10
21
Cafficarpa amerzcana
1
3
2
1
11
7
Ce halanthus occzdentahs
1
1
5+
1
4
19
16
Corylus americana
2
3
3
17
8
Diospyros vir mzana
6
0
raxznus pennsylvanica
1
1
2
1
1
6
6
inodendron tuli i era
1
1
1
1
6
4
rica cen era
1
3
2
2
1
1
3
1
10
14
ssa s lvahca
2
0
latanus occidentalis
1
2
2
1
2
7
8
uercus michauxu
2
1
1
1
1
10
6
uercus ni ra
1
1
5
2
uercus phellos
2
1
1
13
4
Ulmus Americana
3
14
3
Initial Totals
18
22
17
23
26
22
20
15
Average Stem
Survival %
Year 3 Totals
12
11
19
19
8
15
12
10
Stem Survival %
667
50
1118
826
308
682
60
667
671
Density (trees /acre )
486
445
769
769
324
607
148614051
536
Lick Creek Monitoring Year 4 14
12/11/09

2 13 Vegetation Plot Photos
A photo point was established in each vegetation plot Photo points are positioned at the
upstream plot corner located closest to the stream bank and oriented in order to capture
the entire vegetation plot The photographs were captured on the same day as the
vegetation plot surveys (Appendix A)
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 Specifically, stream monitoring included
measurements of stream dimension, profile, pattern, bed materials, photo documentation,
and stream bankfull return interval
Most of the stream reaches have managed the extreme flow events of the first three years
and repairs made in January, 2009 appear to be stable and in good condition The bed
profile appears to be stabilizing while bed material continues to coarsen Bed material is
beginning to refill scoured portions of the bed
2 2 1 Hydrology
Since completion of construction in March of 2006, the site has been subjected to at least
five greater- than- bankfull events and several near bankfull events In June of 2006,
Hurricane Alberto crossed central North Carolina resulting in five inches of rainfall on-
site and water elevations three feet above bankfull on Reaches 1 and 2 and almost two
feet above bankfull on Reach 3 Additionally, Lower Moncure Road was overtopped by
Wallace Branch It is estimated that this storm was approximately a fifty -year event In
November of 2006, heavy rainfall resulted in water elevations up to two feet above
bankfull The seventy of this storm resulted in a malfunction of the ram gauge so that the
quantity of rainfall was not recorded Heavy rainfall associated with remnants of
Tropical Storm Fay and Hurricane Hannah produced two more events in August and
September of 2008 which resulted in water elevations one to three feet above bankfull
Another bankfull event occurred during the summer of 2009 due to locally heavy rainfall
Five additional events including Hurricane Ernesto resulted in water elevations within
one to two feet below bankfull
Table 7 Verification of Bankfull Events — Lick Creek Stream Restoration Site (D04013 -1)
Date of Data
Collection
Date of Occurrence
of Bankfull Event
Method of Data Collection
7/24/06
6/14/06
Crest Gauge and Pressure Transducer
12/1/06
11/22/06
Crest Gauge and Pressure Transducer
11/27/07
10/27/07
Crest Gauge
10/24/08
Summer 08
Crest Gauge
10/26/09
Summer `09
Consistent Debris Lines & Crest Gauge
Lick Creek Monitoring Year 4 15 12/11/09

D 1
2 2 2 Geomorphology
JFollowing 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
Ll and pattern measurements, longitudinal profiles, and bed materials sampling
Re- survey of the permanent cross sections and profile reaches have shown some
O alterations in local bed elevations with the bed form and the channel pattern remaining
consistent with the Year 3 condition The riffle in monitoring Reach 1 shows nearly the
same dimensions as Year 3 The riffle in monitoring Reach 2 is slightly lower than the
Year 3 bed elevation, while the riffle in monitoring Reach 3 has slightly aggraded
However, inspection of the riffle profiles immediately downstream of these sections
indicates that the riffle grade is stable The pools were generally found to be deeper than
O the Year 3 condition which is probably related to the increase bank vegetation found
throughout the Site and subsequent reduction in erosion The pool locations relative to
the pattern are consistent with previous surveys
OPebble 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
O D84 size class In Reach 1, the material size decreased slightly from the third year survey
with the D84 decreasing from 11 mm to 10 mm, the D50 decreasing from 1 4mm to
0 lmm, and the percent of gravel decreased from 46% to 36% In Reach 2, the D84
O decreased in size from 18 mm to 11 mm, the D50 decreased from 6 6mm to 1 4mm, and
the percent of gravel decreased from 69% to 45% In Reach 3 the D84 decreased from
15mm to 12 mm, the D50 increased from 1 8mm to 4 2mm, and percent of gravel
D decreased from 59% to 54% Given the slight changes in absolute particle size, these
variations could be due to the sampling techniques of the monitoring observers or the
result of sediment pulses migrating through the Site
Table 8 BEHI and Sediment Export Estimates — (Not Required in Year 4)
2 2 3 Problem Areas
The Year 3 monitoring report identified several problem areas as part of the stream
assessment Of these areas, thirteen (13) are no longer areas of concern as they have been
_ repaired and six (6) have stabilized through natural channel process or vegetation growth
However, livestock access and beaver activity have resulted in new areas of concern
Livestock access at the upstream end of Wallace Branch resulted in severe impacts to
_
riparian buffer vegetation and there are several locations where cattle directly impacted
the channel banks At the lower end of Lick Creek, two beaver dams have been
- constructed, one at Sta 61+00 and one immediately downstream of the Site which were
creating backwater within the channel banks on approximately 800 ft of the site The
dam at Sta 61+00 has since been removed and the area will be monitored for beaver
I� activity
Plan drawings of the Lick Creek Stream Restoration Site detailing stream problem areas
requiring additional observation and/or remediahon can be seen in Figures MP -1 through
i-7
— Lick Creek Monitoring Year 4 16 12/11/09

MP -7 Representative photos of these areas can be found in Appendix B Restoration
Systems will momtor these areas over the next several months and will take remedial
actions as necessary
Table 9 Problem Areas – Lick Creek Stream Restoration Site (D04013 -1)
Location
Issue
Status
Recommended
Response
Wallace Branch
11 +50
Bed Scour
No Change
Continued Observation
12 +00 - 15 +00
Cattle Impacts
Veg and Bank Impacts
Secure Easement
16 +60
Bed Scour
No Change
Continued Observation
18 +70
Veg in Riffle
No Change
Continued Observation
29 +50
LV Piping/Toe Scour
Repaired/Stable
40 +80
Bank Erosion
Repaired/Stable
42 +40
Bed & Bank Scour
Repaired/Stable
Additional seeding
43 +50
LV Pi m /Toe Scour
Repaired/Stable
43 +90
Bed Scour
No Change
Continued Observation
46 +20
Bare Bank
Veg has stabilized
Lick Creek
10 +00
Bank Scour
Repaired/Stable
10 +90
Log Vane Piping
No Change
Continued Observation
14 +50
Toe Scour
Repaired/Stable
15 +60
Bank Scour
Repaired/Stable
16 +10
Bed Scour
Same
Continued Observation
17 +00
Toe and Bank Scour
Repaired/Stable
11 111MMM
18 +00
Bed Scour
Material Coarsening
Continued Observation
18 +50
Structure Piping
Re aired /Stable
19 +20
Mid - Channel Bar
Healed
21 +30
Toe Scour
Healed
23 +10
Bed & Bank Scour
Repaired/Stable
lug
24 +40
Toe Scour
Repaired/Stable
27 +50
Bank Scour
Repaired/Stable
32 +00 - 37 +00
Bank and Toe Scour
—MM
Repaired/Stable
Additional seeding
38 +70
Bank Erosion
Veg Coming In
39 +00
Toe Scour
Repaired/Stable
40 +20
Toe Scour
No Change
Continued Observation
41 +80
Bare Bank
Veg Coming In
44 +90
Mid - Channel Bar
No Change
Continued Observation
47 +40
Toe Scour
Veg Coming In
49 +80
Bare Bank
Additional seeding
54 +75
Str And Bank Scour
Repaired/Stable
MEMMOMMUM
61 +00
Beaver Dam
Continued Observation
Lick Creek Monitoring Year 4 17 12/11/09

L
I,--i
U
2 2 4 Photo Reference Stations
Photograph reference Stations (PRSs) 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 As -built plans to allow for consistent repetition A total of
eleven (11) PRSs have been established along the restored stream (Appendix B) Six of
these PRSs have been located upstream of the permanent monitoring cross sections
O These photographs are taken facing downstream looking at the section, and show as
much of the banks and channel as possible
0 2 2 5 Stability Assessment Table
�l
Lick Creek Monitoring Year 4 18 12/11/09
Li
Performance Percentage
Reach 1 Wallace Branch 3,690 ft
MY- MY- MY-
MY- MY-
Feature
Initial
01
02
03
04 05
Riffles
100%
100%
100%
100%
100%
Pools
100%
100%
100%
100%
100%
Thalweg
100%
100%
100%
100%
100%
Meanders
100%
99%
99%
95%
95%
Bed General
100%
98%
98%
99%
100%
Vanes / J Hooks etc
100%
94%
94%
96%
100%
Wads and Boulders 1
100%
100%
100%
100%
100%
�l
Lick Creek Monitoring Year 4 18 12/11/09
Li
Performance Percentage
Reach 2 Lick Creek (1,870 ft
MY- MY- MY-
MY- MY-
Feature
Initial
01
02
03
04 05
Riffles
100%
89%
95%
82%
89%
Pools
100%
82%
91%
91%
91%
Thalweg
100%
100%
100%
100%
100%
Meanders
100%
100%
98%
82%
100%
Bed General
100%
97%
98%
98%
100%
Vanes / J Hooks etc
100%
96%
96%
90%
98%
Wads and Boulders
1 100%
100%
100%
100%
100%
�l
Lick Creek Monitoring Year 4 18 12/11/09
Li

2 2 6 Quantitative Measure Summary Tables
The following three tables provide a summary of the morphologic parameters over the
four years of monitoring (Year 1 through Year 4)
Lick Creek Monitoring Year 4 19 12/11/09 0
Performance Percentage
Reach 3 Lick Creek 4,008 ft
MY- MY- MY-
MY- MY-
Feature
Initial
01
02
03
04 05
Riffles
100%
98%
98%
96%
99%
Pools
100%
100%
100%
100%
100%
Thalweg
100%
100%
100%
100%
100%
Meanders
100%
100%
100%
96%
100%
Bed General
100%
100%
100%
99%
100%
Vanes / J Hooks etc
100%
95%
97%
96%
100%
Wads and Boulders
1 100%
97%
99%
100%
100%
2 2 6 Quantitative Measure Summary Tables
The following three tables provide a summary of the morphologic parameters over the
four years of monitoring (Year 1 through Year 4)
Lick Creek Monitoring Year 4 19 12/11/09 0

LOO --77j L �O OO O O O O O O O O O E7 O OO O�
Morphology and Hydraulic Monitoring Summary
Lick Creek Stream Restoration Site (D04013 -1)
Reach 1 Wallace Branch
Parameter
Cross Section 1
Riffle
Cross Section 2
Pool
Cross Section
Dimension r
MYI MY2 MY3 MY4 MY5 MY+
`MYI~ MY2 MY3 MMY4 MY5 MY+
MYI MY2 MY3 MY4� MY5 MY+
Bkf Width (ft)
27
27
273
273
Max
Med
257
262
262
298
Max
Med
Mm -
yMax
Med
Min
Max
Med
Flood prone Width (tt)
>100
>100
>100
>100
130
120
110
130
120
110
130
120
Bkf Cross Sectional Area (ftz)
638
627
642
642
60
54
723
835
881
916
60
54
Bkf Mean Depth (11)
24
23
23
24
260
230
28
32
34
31
260
230
Bkf Max Depth (ft)
43
44
43
43
52
59
61
63
Width/Depth Ratio
114
116
116
116
65
52
30
75
53
33
83
63
Entrenchment Ratio
>3
>3
>3
>3
045
029
0 07
0 881
048
013
055
042
Wetted Perimeter (ft)
40
68
54
42
56
49
30
82
56
39
63
D0
Hydraulic Radius (tt)
128
157
1425
134
149
142
130
144
137
153
155
154
Substrate
ga-
13�0(mm )
01
12
14
01
774
774
774
774
138,1 (mm)
2
10
12
10
1010
1010
1010
1010
Parameter
MY -1 (2006)
MY -2 (2007)
MY -3 (2008)
MY4 (2009)
MY -5 (2010)
MY+ (2011)
Pattern
Min
Max
Med
Mina
Max
Med
Min
Max
Med
Min
Max
Med
Mm -
yMax
Med
Min
Max
Med
Beltwidth (ft)
110
130
120
110
130
120
110
130
120
110
130
120
Radius of Curvature (ft)
48
60
54
48
60
54
48
60
54
48
60
54
Meander Wavelength 11)
200
260
230
200
260
230
200
260
230
200
260
230
Profile
Riffle Length (ft)
54
77
655
38
65
52
30
75
53
33
83
63
Riffle Slope %)
009
04
0 245
013
045
029
0 07
0 881
048
013
055
042
Pool length (ft)
40
68
54
42
56
49
30
82
56
39
63
D0
Pool Spacing (ft)
128
157
1425
134
149
142
130
144
137
153
155
154
Additional Reach Parameters -
ga-
Valle Length ft)
774
774
774
774
774
Channel Len h ft)
1010
1010
1010
1010
1010
Sinuosi
13
13
13
13
13
Water Surface Slo %)
0 17
0 16
0 15
0 15
0 17
Bkf Slo %)
0 17
E774774
0 16
0 15
0 15
0 12
Ros en Classification
E5
E5
E5
Habitat Index
Macrobenthos
20

Morphology and Hydraulic Monitoring Summary
Lick Creek Stream Restoration Site (D04013 -1)
Reach 2 Lick Creek
Parameter
Cross Section 3
Riffle
Cross Section 4
Pool
Cross Section
MY 4 (2009)
MY -5 (2010)
MY+ (2011)
Dimension
MY1 MY2 MY3 MY4 MY5 MY+
MYl MY2 MY3 MY4 MY5 MY+
MY1 MY2 MY3 MY4 MY5 MY+
Bkf Width ft
27
264
264
296
so=
now
38 1
36
36
36
WAM
mum
wMa
%"a
Pattern
Min
Max
Med
Flood prone Width (ft)
>100
>100
>100
>100
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Beltwidth (it)
120
150
135
Bkf Cross Sectional Area (ft2)
68
698
694
754
135
120
1097
1029
962
100
Radius of Curvature (ft)
50
90
70
Bkf Mean Depth (ft)
25
26
26
25
70
50
29
29
27
28
Meander Wavelength (it)
260
290
275
Bkf Max Depth (ft)
45
45
48
52
275
260
7
54
49
59
Profile
Width/Depth Ratio
107
10
10
116
Riffle Length (ft)
86
142
114
Entrenchment Ratio
>3
>3
>3
1 >3
74
1 46
1 73
67
Riffle Slope °/)
019
026
0 225
Wetted Perimeter ft
047
034
003
0 437
023
0 1 1
1 04
016
Pool length 11)
28
75
51 5
Hydraulic Radius ft)
80
56
30
82
56
13
60
28
PoolSpacing 11)
180
250
215
Substrate
220
186
157
284
220
138
284
202
Dx (mm)
07
08
66
14
Additional Reach Parameters
Dw (mm)
6
7
16
11
Valley Len ft)
810
810
Parameter
MY -1 (2006)
MY 2 (2007)
MY -3 (2008)
MY 4 (2009)
MY -5 (2010)
MY+ (2011)
Mae
loom
on"
SNIM,
Xam
wMN
081M
so=
now
NOR*
Main
mum
maw
WAM
mum
wMa
%"a
Pattern
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Beltwidth (it)
120
150
135
120
150
135
120
150
135
120
150
135
Radius of Curvature (ft)
50
90
70
50
90
70
50
90
70
50
90
70
Meander Wavelength (it)
260
290
275
260
290
275
260
290
275
260
290
275
Profile
Riffle Length (ft)
86
142
114
80
100
1 90
60
1 88
74
1 46
1 73
67
Riffle Slope °/)
019
026
0 225
02
047
034
003
0 437
023
0 1 1
1 04
016
Pool length 11)
28
75
51 5
32
80
56
30
82
56
13
60
28
PoolSpacing 11)
180
250
215
152
220
186
157
284
220
138
284
202
Additional Reach Parameters
Valley Len ft)
810
810
810
810
1 810
810
810
Channel Length ft
1041
1041
1041
1041
1041
1041
Sinuosity
13
l3
13
13
13
13
Water Surface Slope
0 298
0 298
031
031
027
024
Bkf Slope
0 298
0 298
031
031
rE5
027
025
Ros en Classification
E5
ES
E5
Habitat Index
Macrobenthos
21

I
Morphology and Hydraulic Monitoring Summary
Lick Creek Stream Restoration Site (D04013 -1)
Reach 3 Lick Creek
Parameter
Cross Section 5
Riffle
Cross Section 6
Pool
Cross Section
MY4 (20 09)
I MY -5 (2010)
Dimension
MY1 MY2 MY3 MY4 MY5 MY+
MYl MY2 MY3 MY4 MY5 MY+
MYI MY2 MY3 MY4 MY5 MY+
Bkf Width (ft)
434
445
445
443
OlOn
UNN
4�
43
427
43
MM
Ems
mm
awn
tow
Pattern
Min
Flood rone Width ft
>150
>150
>1)0
>150
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Beltividth (tt)
180
Bkf Cross Sectional Area ftZ)
1621
1602
164
1468
180
250
164 1
1709
1724
1861
Radius of Curvature (tt)
70
Bkf Mean Depth ft)
37
36
37
33
70
100
36
4
4
43
Meander Wavelength (tt)
300
Bkf Max Depth 11
68
7
83
8
300
340
78
83
77
96
Profile
Width/Depth Ratio
116
124
121
134
Riffle Length (ft)
93
Entrenchment Ratio
>3
1 >3
>3
>3
78
1 90
84
1 75
130
78
Riffle Sloe °/)
0 062
Wetted Perimeter (ft)
0 104
014
053
033
0 051
0 367
0209
0 l l
0 31
021
Pool length (ft)
47
Hydraulic Radius (ft)
785
80
112
96
4�
91
68
16
43
23
PoolSpacing (ft)
200
Substrate
220
180
265
223
195
223
209
187
278
214
Dsu (mm )
08
04
1 8
42
Additional Reach Parameters
D,u (mm)
13
8
15
12
Valley Len ft)
794
Parameter
MY -1 (2006)
MY -2 (2007)
MY
-3 (2008)
MY4 (20 09)
I MY -5 (2010)
MY+ (2011)
Oft=
amw
gem
mom
004
OlOn
UNN
UNMINNN
RUMIMM
MM
Ems
mm
awn
tow
Pattern
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Beltividth (tt)
180
250
215
180
250
215
180
250
215
180
250
215
Radius of Curvature (tt)
70
100
85
70
100
85
70
100
85
70
100
85
Meander Wavelength (tt)
300
340
320
300
340
320
300
340
320
300
340
320
Profile
Riffle Length (ft)
93
1 138
1155
69
104 1
87
78
1 90
84
1 75
130
78
Riffle Sloe °/)
0 062
0 145
0 104
014
053
033
0 051
0 367
0209
0 l l
0 31
021
Pool length (ft)
47
110
785
80
112
96
4�
91
68
16
43
23
PoolSpacing (ft)
200
240
220
180
265
223
195
223
209
187
278
214
Additional Reach Parameters
Valley Len ft)
794
794
794
794
794
794
794
Channel Len ft)
1167
1167
1167
1 1167
1167
1
1167
1
1 1167
Sinuosity
15
15
15
15
15
15
15
Water Surface Slope %
016
1 0 16
013
0 13
0 13
0 13
013
Bkf Slope %)
016
016
013
013
013
0 13
045
Ros en Classification
E5
E5
E5
E5
Habitat Index
Macrobenthos
22

APPENDIX A
1 Vegetation Momtonng Plot Photos

Vegetation Plot No 1
Year 3 Photo No 1
Year 4 Photo No 2
Lick Creek Monitoring Survey Year 4 12/11/09 0

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APPENDIX B 0
Stream Raw Data n
1 Exhibit Problem Areas Plan View (Stream)
2 Representative Stream Problem Area Photos IJ
3 Stream Photo -points
4 Exhibit Table B 1 Qualitative Visual Stability Assessment O
5 Cross section Plots and Raw Data Tables
6 Longitudinal Plots and Raw Data Tables
7 Pebble Count Plots and Raw Data Tables

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• HIGH CONCERN
O O O U C=1 U U U U CJ l ' �_2 U O C I

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Photo Station 6
Year 2 - 10' offset from PP6 Photo No 40
Year 3 - 10' offset from PP6 Photo No 41
Year 4 - 10' offset from PP6 Photo No 42
Lick Creek Monitoring Year 4 12/11/09
I
r
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Photo Station 8
Year 2 Photo No 46
Year 3 - 10' offset from PP8 Photo No 47
Year 4 - 10' offset from PP8 Photo No 48
Lick Creek Monitoring Year 4 12/11/09

109 offset from ..• Photo No 4 1
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Table 61 Visual Morphological Stability Assessment
Lick Creek Stream Restoration Site (D04013 1)
Wallace Branch Reach 1 3,690 ft
Feature Category
Metric
(# Stable)
Number
Performing
as
Intended
Total
Number
per As
built
Total
Number/
feet in
unstable
state
%
Performing
in Stable
Condition
Feature
Performing
Mean or
Total
A Riffles
1 Present
25
25
N/A
100%
2 Armor stable
1
1
WA
100%
3 Facet grade appears stable
25
25
N/A
100%
4 Minimal evidence of embedding/fining
25
25
N/A
100%
5 Length aDDropnate
25
25
WA
100%
100%
B Pools
1 Present
26
26
N/A
100%
2 Sufficently deep
26
26
N/A
100%
91%
3 Length appropriate
26
26
N/A
100%
100%
C Thalweg
11 Upstream of meander bend centered
m 13 0.
13
N/A .2
f 100%
100%
2 Downstream of meander bend centered
13
13
N/A
100%
100%
D Meanders
1� Outer bend in state of limited erosion
25
26
�N /A
96%
N/A
2 Of those eroding # w/ concomitant point bar formation
0
N/A
N/A
880
N/A
3 Apparent Rc within specification
26
26
N/A
1 100%
N/A
4 Sufficient flood lain access and relief
25
26
N/A
960/
95%
E Bed General
1 General channel bed a radation areas
WA
N/A
0/50
100%
d..�
2 Channel bed degradation areas of increasing down
cutting or head-cutting
N/A
N/A
0/100
100%
100%
F Vanes
1 Free of back or arm scour
17
17
N/A
100%
N/A
2 Height appropriate
17
17
N/A
100%
N/A
3 Angle and geometry appear appropriate
17
17
N/A
100%
13
4 Free of piping or other structural failures
17
17
N/A
100%
100%
G WadsBoulders
11 Free of scour
33
33
N/A
100 /o
22
2 Footing stable
33
33
N/A
100%
100°/
Table 61 Visual Morphological Stability Assessment
Lick Creek Stream Restoration Site (D04013 1)
Lick Creek Reach 2 1 870 ft
Feature Category
Metric
(# Stable)
Number
Performing
as
Intended
Total
Number
per As
built
Total
Number /
feet in
unstable
state
%
Performing
in Stable
Condition
Feature
Performing
Mean or
Total
A Riffles
1 Present
9
11
N/A
82/o
2 Armor stable
2
2
N/A
100/0
3 Facet grade appears stable
9
11
N/A
820/
4 Minimal evidence of embedding/fining
11
11
N/A
100%
5 Length appropriate
9
11
N/A
82%
890/
B Pools
1 Present
10
11
N/A
91%
2 Sufficently deep
10
1 11
N/A
91%
3 Length appropriate
10
11
N/A
91 %
910/
C Thalweg
1 Upstream of meander bend centered
5
. 5
N/A
100%
2 Downstream of meander bend centered
6
6
N/A
100%
100°/
D Meanders
1 Outer bend in state of limited erosion
11
11
N/A
1000%
2 Of those eroding # w/ concomitant point bar formation
0
N/A
N/A
100%
3 Apparent Rc within specification
11
11
N/A
100%
4 Sufficient flood lain access and relief
11
11
N/A
100%
100%
E Bed General
11 General channel bed a radation areas y
N/A
N/A
0/40
100%
2 Channel bed degradation areas of increasing down
cutting or head-cutting
N/A
N/A
0 /60
100%
100%
F Vanes
1 Free of back or arm scour M
^ 13
�.P 13
N/A
X100%
2 Height appropriate
13
13
N/A
100%
3 Angle and geometry appear appropriate
13
13
N/A
100%
4 Free of piping or other structural failures
12
13
N/A
92%
98%
G Wads /Boulders
11 Free of scour
22
22
N/A
X 100%
2 Footing stable
22
22
N/A
100%
100°/

Table 61 Visual Morphological Stability Assessment
Lick Creek Stream Restoration Site (D04013 1)
Lick Creek Reach 3 4 008 ft
Feature Category
Metric
(# Stable)
Number
Performing
as
Intended
Total
Number
per As
built
Total
Number /
feet in
unstable
state
%
Performing
in Stable
Condition
Feature
Performing
Mean or
Total
A Riffles
1 Present
16
17
N/A
94%
2 Armor stable
1
1
N/A
100%
3 Facet grade appears stable
17
17
N/A
100%
4 Minimal evidence of embedding/fining
17
17
N/A
100%
5 Length appropriate
17
17
N/A
100%
99/0
B Pools
1 Present
18
18
N/A
100%
2 Sufficently deep
18
18
N/A
100%
3 Length appropriate
18
18
N/A
100%
100%
C Thalweg
1 Upstream of meander bend centered
9
` 9
N/A
100%
2 Downstream of meander bend centered
9
9
N/A
100%
100%
D Meanders~
1 Outer bend in state of limited erosion
18
_ 18
N/A
_ 100 %R
2 Of those eroding # w/ concomitant point bar formation
0
N/A
WA
1000
3 Apparent Rc within specification
18
18
N/A
100%
4 Sufficient flood lain access and relief
18
18
N/A
100%
100%
E Bed General
1 General channel bed a radation areas
N/A
N/A
X0150
100%
2 Channel bed degradation areas of increasing down
cutting or head-cutting
WA
N/A
0/5
100%
100/
F Vanes
1 Free of back or arm scour
30
30
N/A
100%
2 Height appropriate
30
30
N/A
100%
3 Angle and geometry appear appropriate
30
30
N/A
100%
4 Free of piping or other structural failures
30
30
N/A
100%
100%
G Wads /Boulderst
Free ofscour a
X35
35
N/A
100%
2 Footing stable
36
36
N/A
100% 1
100 ° /

Lick Creek Stream Restoration Site
Lee County, NC
Cross Section No. I
Reach I - Wallace Branch - Sta 12+85
Year Year
Facing Downstream
Cross Section
220
218
216 ............................... ............................
----------------- .............
214
. . . . . . . . . . . . As-built
212
�—Yearl
0
210 Year 2
> Year 3
.2 208
Year 4
206 - ------
204
202
200
0 10 20 30 40 50 60
Station (ft)
uilt Year Year Year Year 4 Year 5
5/4/0161D 11/17/06 11126/07 Da 10/23/08 D. 10/26/09 QM 0/0/0
a ..
C60.5 A 63.8 62.7 Are 64.2 A 64.2 0.0
26.5 kf 27 27 IBkf W 27.3 B kf 27.3 10
'r
2.3 me 2.4 2.3 LDmea 2.3 e 2.4 D mil 0.0
lm �D
:Dm !,
0.0
3.9 M 4.3 D 4.4 Dma 4.3 4.3 Dmak 0.0
11.6 Wi 11.4 11.6 W/ 11.6 11.6
B.

Lick Creek Stream Restoration Site
Lee County NC
Cross Section No 1
Reach 1 Wallace Branch Sta 12 +85
Statl6n110
A8
SUM
Des—cVM
BM
502
YOaf
1
HI
I
21873
e8F
2
605
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ME lev
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Desch
BM
465
21324
IR Lt
BM
554
21324
IR Lt
BM
501
21324
IR Lt
HI
BNK
21789
743
21130
HI
175
21878
21058
BNK
19
874
21825
BNK
0
475
21314
GRND
1
565
21313
EOW
—HI
0
507
21318
EOW
2
488
21301
BED
24
8
593
21285
ToB
1037
5
530
21295
1032
5
496
21293
983
20890
115
606
21272
BKF
BED
10
534
21291
BED
9
500
21289
BED
34
15
722
21156
36
701
115
551
21274
648
12
531
21258
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21261
18
853
21025
21285
TOB
14
620
21205
BNK
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644
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BNK
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199
919
20959
55
509
16
696
21129
498
18
770
21019
516
21357
213
928
20950
LEW
GRND
18
795
21030
GRND
20
836
20953
GRND
476
214
936
20942
516 1
466
19
822
21003
21 5
859
20930
224
982
20896
TOE
20
856
20969
228
905
20884
EOW
231
1024
20854
21
860
20965
232
920
20869
242
1040
20838
22
884
20941
245
922
20867
251
1039
20839
223
895
20930
261
916
20873
26
1025
20853
TOE
228
965
20860
EOW
27
904
20885
EOW
263
1022
20856
234
977
20848
282
859
20930
275
969
20909
REW
24
978
20847
295
848
20941
294
935
20943
25
987
20838
32
771
21018
309
878
21000
BKF
26
990
20835
36
607
21182
H W
347
745
211 33
ToB
269
966
20859
EOW
385
522
21267
TOB
385
607
21271
273
925
209 00
43
492
21297
44
576
21302
284
883
20942
48
456
21333
51
539
21339
IR Rt
298
880
20945
51 7
443
21346
IP
51
555
21323
304
852
20973
314
822
21003
32
803
21022
33
761
21064
35
6 83
21142
37
604
21221
385
554
21271
40
540
21285
42
527
21298
48
485
21340
5136
480
21345
51 7
475
213 50
IR Rt
10000
Yeart3
4
Statl6n110
EF,S/BSV
Ele-/
Des—cVM
BM
502
21371
IR Lt
HI
21873
20
605
21268
GRND
10
594
21279
GRND
0
562
21311
GRND
5
581
21292
GRND
10
587
21286
TOB
116
607
21266
BNK
138
673
21200
BNK
16
743
21130
BNK
175
815
21058
BNK
19
874
20999
BNK
203
9
20973
BNK
21 8
912
20961
EOW
223
983
20890
EOW
23
102
20853
BED
24
103
20843
BED
255
1037
20836
BED
267
1032
20841
BED
272
983
20890
EOW
283
94
20933
BED
298
936
20937
BED
32
862
21011
BED
34
774
21099
BED
36
701
211 72
EOW
375
648
21225
BNK
387
612
21261
BNK
42
588
21285
TOB
46
561
21312
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49
548
21325
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51 7
541
21332
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55
509
213 64
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60
498
21375
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70
516
21357
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10000
Year
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Desc
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487
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HI
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21320
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504
21307
GRND
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21289
GRND
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21285
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550
21261
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139
603
21208
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21135
BNK
181
783
21028
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206
822
20989
BNK
218
866
20945
BNK
223
870
20941
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225
905
20906
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226
941
20870
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231
947
20864
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944
20867
BED
242
934
20877
BED
251
946
20865
BED
258
956
20855
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261
956
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264
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269
951
20860
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272
929
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273
907
20904
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276
892
20919
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278
877
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283
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297
848
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308
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356
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376
56
21251
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383
543
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394
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409
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21293
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436
502
21309
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476
472
21339
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516 1
466
1 21345
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10000

Lick Creek Stream Restoration Site
Lee County, NC
Cross Section No. 2 - Pool
Reach 1 - Wallace Branch - Sta 13+78
A;I
Year
Year
Facing Downstream
Cross Section
220
218
216
214
..........
212
—As-built
—Year 1
2
210
.22 208
Year 2
—Year 3
W
—Year 4
206
204
202
200
0
10 20 30 40
50
60
Station (ft)
As -Built
Year
Year Year
Year
Year 5
5/4106
Dal 11/717/106
11/26/07 10/23/08
10/26/09
Date
D
0/0/0
69.2
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83.5 88.1
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1
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Lick Creek Stream Restoration Site
Lee County NC
Cross Section No 2 Pool
Reach 1 Wallace Branch Sta 13 +78
&Station%
As
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8
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198
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18
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16
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177
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191
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197
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26
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335
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344
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MStabon FSBSf WElevIM Desch
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HI 100 00

Lick Creek Stream Restoration Site
Lee County, NC
Cross Section No. 3 - Riffle
Reach 2 - Lick Creek - Sta 13 +37
Year 3
Year 4
a
Facing Downstream
I
Cross Section
220
218
216
-
-- -
-- -
-
214
-
..
—
_
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I � 212
_.
— Year 1
210
_ -
-'; __.
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m
_
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208
W
— Year 4
206
204
202
200
0
10
20 30 40
50
60
Station (ft)
As -Buif
Year 1
Year 2 Year 3
Year 4
Year 5
5/5/06
11/17/06
11/26/07 10/23/08
10/26709
0/0/0
64.5
68.0
69.8 69.4
75.4
0.0
28.9
27
26.4 26.4
29.6
10
2.2
2.5
2.6 2.6
2.5
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4.4
4.5
4.5 4.8
5.2
0.0
13.0
10.7
10.0 10.0
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Lick Creek Stream Restoration Site
Lee County NC
Cross Section No 3 Riffle
Reach 2 Lick Creek Sta 13 +37
Stall
As
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21369
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17
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198
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612
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165
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63
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Stebonik MFS/BSl MEI&M Desc'i
BM 000 10000 IR Lt
HI 10000

Lick Creek Stream Restoration Site
Lee County, NC
Cross Section No. 4 - Pool
Reach 2 - Lick Creek - Sta 15 +91
Year3 Year4
Facing Downstream
Cross Section
220
218
216
214 __..__._......,
_ r._ -� As -built
� 212 _ _ __ -
-Year 1
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210 ; - - - - - - Year 2
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206
204
202
200
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Year 4
r 5
5/5/06
11/17/06
11/26/07
10/23/08
10126/09
010 /0
105.2
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0.0

Lick Creek Stream Restoration Site
Lee County NC
Cross Section No 4 Pool
Reach 2 Lick Creek Sta 15 +91
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36
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484
496
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389
911
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368
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500
489
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392
801
21035
372
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21289
41 0
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387
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474
21309
435
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21073
39
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632
461
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455
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211 57
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394
813
21043
500
535
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41
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21031
550
528
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42
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21053
610
528
21308
436
781
21075
630
525
21311
46
676
211 80
630
516
21320
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48
600
21256
49
560
21296
50
550
21306
55
552
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60
551
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1 21307 IGROUNDI
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543
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10
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7
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118
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157
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173
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207
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226
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24
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249
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275
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20839
BR TOE
284
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295
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314
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332
1032
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344
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354
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BED
363
1071
20764
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374
1068
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382
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393
791
21044
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409
792
21043
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424
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439
744
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465
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473
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489
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213
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504
53
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BM
529
21256
IR Lt
HI
21785
0
534
21251
GRND
4
542
21243
GRND
8
553
21232
GRND
12
547
21238
BKF
13
564
21221
BNK
14
594
21191
BNK
182
635
211 50
BNK
198
660
21125
BNK
21 7
710
21075
BNK
24
739
21046
BNK
246
761
21024
BNK
249
784
21001
BNK
251
857
20928
BR TOE
258
895
20890
BR TOE
261
966
20819
EOW
269
1043
20742
BED
288
11 22
20663
BED
31
11 25
20660
BED
33
1136
20649
BED
35
11 26
20659
BED
37
11 29
20656
BED
372
1038
20747
BLDR
387
999
20786
BLDR
39
968
20817
EOW
394
750
21035
BLDR
41
731
21054
BNK
437
697
210 88
BNK
48
526
21259
BKF
487
493
21292
GRND
50
472
21313
GRND
53
488
21297
GRND
562
48
21305
GRND
636
474
21311
GRND
YeariS
Is IIFSBSH INIEFeAM Desch
BM 000 10000 IR Lt
HI 10000

Lick Creek Stream Restoration Site
Lee County, NC
Cross Section No. 5 - Riffle
Reach 3 - Lick Creek - Sta 14+41.5
Year2 Year3
Facing Downstream
Cross Section
220
218
216
214
As-built
212
—Year 1
0
210 — Year 2
>
.T 208 I — Year 3
LU — Year 4
206
204
202
200
0 10 20 30 40 50 60 70
Station (ft)
As-Built Year 1 r2 Year Year Year
", -0 ate: y
5/5/06 11/17106 11/26/07 Date' 10/24/08 Date� 10/27109 010/0
150.3 CA 162.1 160.2 Area', 164.0 Are , 146.8 0.0
Bkf Bkf W 42.3 kf V 43.4 44.5 Bkf W, 44.5 lBkf W, 44.3 10
Dmea 3.6 me 3.7 3.6 Drnea6, 3.7 Pea 3.3 0.0
D�•­ 5.9 6.8 7.0 Dmax� 8.3 8.0 0.0
119 11.6 12.4 W/d' 12.1 13.4 0.0

HI
.,41C"Yti'S ear
fAFSlBSR
21469
Desc`9aii?l!
00
522
20947
GRND
50
507
20962
IR Lt
100
525
20944
130
525
20944
TOB
160
611
20858
GRND
190
731
20738
ToB
220
848
20621
GRND
250
938
20531
TOB
277
1036
20433
BNK
296
1049
20420
EOW
310
1104
20365
BNK
330
11 16
20353
LEW
360
11 18
20351
TOE
370
1100
20369
BNK
390
1088
20381
BNK
408
1049
20420
EOW
436
1009
20460
BNK
446
951
20518
EOW
470
847
20622
BNK
500
706
20763
BNK
535
567
20902
BNK
553
5 00
20969
TOB
580
484
20985
REW
620
446
21023
BOULDER
670
468
21001
BED
687
455
21014
BED
687
446
21023
IR RT
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Desc`9aii?l!
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1057
20458
IR Lt
HI
517
21515
IR Lt
17
547
20968
9
580
20935
GRND
0
556
20959
GRND
4
554
20961
ToB
10
659
20956
GRND
144
5 77
20938
TOB
181
703
20812
BNK
199
739
20776
BNK
213
750
20765
BNK
237
856
20659
LEW
254
896
20619
TOE
268
973
20542
BNK
286
1003
20512
BNK
298
1101
20414
BNK
306
1132
20383
BNK
308
1152
20363
EOW
311
1313
20202
BNK
333
1307
20208
BNK
35
1336
201 79
BNK
36
1366
20149
EOW
37
1383
201 32
REW
38
1381
201 34
BOULDER
39
1378
201 37
BED
40
1403
201 12
BED
41
1432
20083
BED
42
1424
20091
BKF
43
141
20105
BED
44
1192
20323
TOB
447
11 5
20365
EOW
45
976
20539
ROCK
48
825
206 9
IRRt
508
822
208 93
BED
527
783
20732
BED
544
749
20766
BED
569
637
20878
BED
64
532
20983
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665
497
21018
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689
491
21024
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72
509
21006
BNK
776
559
20956
BNK
85
588
20927
BNK
90
611
20904
BNK
Lick Creek Stream Restoration
Lee County NC
Cross Section No 5 RrfOe
Reach 3 Lick Creek Sta 14 +41
ear MMOWLARPM
Mftgon'&
AFS/BSth
JMElev AP
Desc.
BM
472
20956
IR Lt
HI
517
21428
IR Lt
20
4 83
20945
70
466
20962
GRND
120
476
20952
GRND
142
491
20937
ToB
180
617
20811
GRND
204
717
20711
BKF
220
775
20653
BNK
244
835
20593
BNK
268
932
20496
BNK
270
979
20449
LEW
283
1046
20382
TOE
300
1051
20377
BNK
320
1096
20332
BNK
343
1123
20305
BNK
363
1126
20302
BNK
380
1137
20291
BNK
404
1173
20255
BNK
430
1120
20308
BNK
440
10 39
20389
BNK
450
1022
20406
EOW
451
980
20448
REW
452
857
20571
BOULDER
473
833
20595
BED
490
752
20676
BED
508
722
20706
BED
530
594
20834
BKF
560
521
20907
BED
576
461
20967
TOB
630
447
20981
BED
690
411
21017
BED
690
405
21023
IRRt
5 507 20967
10 523 20951
12 522 20952
14 539 20935
16 597 20877
182 681 20793
194 710 20764
21 756 20718
24 873 20601
255 901 20573
265 940 20534
276 961 205 13
304 1066 20408
305 1123 20351
31 1200 20274
32 1240 20234
33 1226 20248
34 1224 20250
35 1231 20243
37 1239 20235
397 1244 20230
41 1245 20229
42 1243 20231
43 1269 202 D5
44 1206 20268
446 11 72 203 02
446 1124 20350
449 944 20530
47 840 206 34
49 796 206 78
50 807 20667
53 747 20727
56 626 20648
59 564 20910
62 513 20961
66 470 21004
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BM
517
20956
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HI
21473
0
527
20946
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27
520
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72
522
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GRND
117
521
20952
GRND
143
537
20936
BKF
157
581
20892
BNK
181
655
20818
BNK
196
666
20807
BNK
204
695
20778
BNK
213
700
20773
BNK
233
791
20682
BNK
246
834
20639
BNK
254
854
20619
BNK
27
939
20534
BNK
279
958
20515
BNK
286
991
204 82
BNK
293
1008
204 65
BNK
306
1068
20405
BNK
307
1101
20372
EOW
308
1305
20168
BED
32
1330
20143
BED
327
1318
201 55
BED
336
1312
20161
BED
347
1322
201 51
BED
357
1333
20140
BED
367
1341
20132
BED
377
1340
20133
BED
387
1324
20149
BED
397
1302
20171
BED
407
1279
20194
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41 7
1266
20207
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427
1247
20226
BED
437
1229
20244
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447
11 73
20300
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448
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451
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20518
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458
907
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475
813
20660
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491
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508
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525
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534
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548
684
20789
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557
644
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586
562
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607
542
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614
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64
52
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657
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689
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5 507 20967
10 523 20951
12 522 20952
14 539 20935
16 597 20877
182 681 20793
194 710 20764
21 756 20718
24 873 20601
255 901 20573
265 940 20534
276 961 205 13
304 1066 20408
305 1123 20351
31 1200 20274
32 1240 20234
33 1226 20248
34 1224 20250
35 1231 20243
37 1239 20235
397 1244 20230
41 1245 20229
42 1243 20231
43 1269 202 D5
44 1206 20268
446 11 72 203 02
446 1124 20350
449 944 20530
47 840 206 34
49 796 206 78
50 807 20667
53 747 20727
56 626 20648
59 564 20910
62 513 20961
66 470 21004

Lick Creek Stream Restoration Site
Lee County NC
Cross Section No 6 Pool
Reach 3 Lick Creek Sta 15+73 5
.a::..: ... .. i
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T -
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3'
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50
565
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100
593
20878
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130
619
20852
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160
673
20798
GRND
200
757
20714
ToB
240
853
20618
GRND
262
910
20561
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284
920
20551
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302
970
20501
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319
1046
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325
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329
1161
20310
BNK
345
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20251
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360
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670
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620
506
20965
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660
472
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709
468
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709
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Lee County NC
Cross Section No 6 Pool
UStatlonS
ear
9
IR Lt
StahwW
FSIBSa6
20931
Desc
BM
1057
20458
IR Lt
HI
490
21115
18
633
20882
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15
599
20916
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5
602
20913
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0
590
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102
622
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638
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144
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206
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223
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234
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299
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359
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446
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BED
458
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459
1164
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20475
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481
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492
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515
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529
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574
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62
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709
521
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76
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Lee County NC
Cross Section No 6 Pool
UStatlonS
3
1 20931
21518
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BM
477
20931
IR Lt
HI
478
21408
IR Lt
10
490
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70
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90
516
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110
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150
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20632
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350
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493
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BED
533
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543
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560
543
20865
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580
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600
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640
443
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680
396
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527
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23
779
20630
BNK
261
834
20575
BNK
279
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20538
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291
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304
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20450
BNK
314
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20420
BNK
328
1047
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33
1222
20187
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34
1276
20133
BED
35
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20089
BED
36
1379
20030
BED
37
1414
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BED
38
1461
19948
BED
39
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19924
BED
40
1500
19909
BED
43
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19921
BED
45
1404
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458
1049
20360
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46
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20453
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467
939
20470
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489
926
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51 5
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529
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541
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56
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573
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58
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60
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61
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625
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653
48
20929
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667
441
20968
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69
433
20976
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709
419
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1 587
1 20931
21518
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20923
5
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10
629
20889
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643
20875
14
668
20850
16
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20808
19
761
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21 7
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20667
23
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20641
25
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20627
267
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20603
279
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293
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302
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311
1178
20340
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322
13 DO
20218
328
1367
20161
345
1375
20143
36
1389
20129
38
1435
20083
395
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20042
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20043
43
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20089
45
1397
20121
457
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11 76
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464
1027
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50
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20606
52
889
20629
537
861
20657
545
747
20771
56
648
20870
58
587
20931
60
559
20959
61 3
559
20959
62
594
20924
65
596
20922
67
538
20980

Lick Creek Stream Restoration Site
Lee County, NC
Profile Reach 1 -Wallace Branch
Profile
220
218
216
214
S212
210
W 208
206
204
202
200
1000.0
1100.0 1200.0 1300.0 1400.0 1500.0 1600.0
1700.0
1800.0
1900.0 2000.0
Station (ft)
—Year
1 Bed
—Year 1 Water
—Year 2 Bed
—Year
3 Bed
Year 4 Bed
— Year 4 Water
–
Year 4 BKF
+ Year 4 HW

Lick Creek Stream Restoration Site
Lee County NC
Profile Reach 1 Wallace Branch
21821
1000
1020
20801
1 57
20958
HOR
21821
1020
1002
20819
1 35
20954
510
21311
HOR
21821
1040
1009
20812
1 43
20955
TOR
21821
1060
1054
20767
1 89
20956
21821
1062
1077
20744
210
20954
BPL
21821
1080
1059
20762
1 95
20957
429
21392
EPL
21821
1114
1010
20811
146
20957
520
21301
HOR
21821
1165
1032
20789
165
20954
RIF
21821
1197
921
20900
023
20923
LV INV
21821
1205
1201
20620
292
20912
BPL
21821
1250
11 24
20697
197
20894
414
21407
EPL
21840
1275
992
20848
064
20912
556
21284
HOR
21840
1285
982
20858
051
20909
XS 1
21840
1340
1060
20780
131
20911
TOR
21840
1350
992
20848
054
20902
LV INV
21840
1360
1437
20403
500
20903
BPL
21840
1379
1256
20584
320
20904
XS 2
21840
1410
1168
20672
231
20903
EPL
21840
1431
979
20861
040
20901
587
21253
HOR
21840
1445
1015
20825
044
20869
TOR
21840
1462
1225
20615
254
20869
BPL
21840
1475
1227
20613
254
20867
EPL
21840
1491
993
20847
018
20865
LV INV
21840
1503
1393
20447
418
20865
BPL
21840
1522
1372
20468
400
20868
EPL
21840
1543
1009
20831
012
20843
RV INV
21761
1551
1250
20511
346
20857
BPL
21761
1578
1261
20500
365
20865
EPL
21761
1595
1030
20731
1 35
20866
410
21351
HOR
21761
1620
1014
20747
1 23
20870
TOR
21761
1641
1155
20606
261
20867
BPL
21761
1660
11 25
20636
231
20867
PL
21761
1691
1151
20610
258
20868
EPL
21761
1704
928
20833
039
20872
562
21199
HOR
21761
1755
982
20779
065
20844
452
21309
TOR
21761
1795
11 57
20604
242
20846
BPL
21761
1834
1315
20446
400
20846
EPL
21761
1862
995
20766
036
20802
516
21245
HOR
21700
1895
936
20764
024
20788
TOR LV?
21700
1908
1161
20539
242
20781
BPL
21700
1913
11 50
20550
235
20785
EPL
21700
1938
959
20741
032
20773
LV INV
21700
1948
11 97
20503
271
20774
BPL
21700
1967
1236
20464
310
20774
EPL
21700
2011
11 15
20585
1 88
20773
EPL
21700
2020
944
20756
018
20774
434
21266
EP 1

Lick Creek Stream Restoration Site
Lee County, NC
Profile Reach 2 - Lick Creek
Profile
220
1
218
216
214
9 212
C
«210
.2208
r.
206
204
202
200
1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000
Station (ft)
—Year 1 Bed —Year 1 Water —Year 2 Bed
— Year 2 Water Year 3 Bed —Year 4 Bed
— Year 4 Water – Year 4 BKF

Lick Creek Stream Restoration Site
Lee County NC
Profile Reach 2 Lick Creek
21929
1000
1005
20924
096
21020
BP 2 RIF
21929
1038
961
20968
045
21013
RIF
21929
1048
1071
20858
154
21012
PL
21929
1057
952
20977
016
20993
RCV INV
21929
1075
1442
20487
460
20947
BPL
21929
1088
1297
20632
320
20952
EPL
21929
1114
1015
20914
040
20954
GL
21929
1128
1062
20867
086
20953
540
21389
HOR
21929
1172
1028
20901
046
20947
TLR
21929
1195
1033
20896
030
20926
TLR
21929
1213
1238
20691
210
20901
BPL
21929
1230
1237
20692
211
20903
EPL
21929
1242
1086
20843
058
20901
LV INV
21929
1260
129
20639
260
20899
BPL
21929
1270
11 91
20738
164
20902
EPL
21882
1288
103
20852
046
20898
HOR
21882
13305
1102
20780
1 09
20889
570
21312
XS 3
21882
1361
1072
20810
076
20886
TOR
21882
1370
11 07
20775
1 17
20892
BPL
21882
1404
1053
20829
054
20883
THL
21882
1445
11 12
20770
1 12
20882
EPL
21882
1465
1131
20751
1 30
20881
565
21317
HOR
21882
1492
1161
20721
1 59
20880
TOR
21882
1497
1264
20618
262
20880
BPL
21882
1511
1255
20627
252
20879
PL
21882
1516
11 94
20688
190
20878
THL
21882
1550
1202
20680
1 95
20875
EPL
21882
1561
1028
20854
015
20869
RCV INV
21882
1571
136
20522
306
20828
BPL
21882
1587
1223
20659
1 70
20829
XS 4
21882
1600
112
20762
067
20829
THL
21882
1630
1141
20741
085
20826
THL
21707
1640
1002
20705
1 23
20828
436
21271
HOR
21707
1649
10
20707
1 23
20830
TOR
21707
1662
11 11
20596
230
20826
BPL
21707
1690
1059
20648
182
20830
EPL
21707
1704
902
20805
017
20822
LV INV
21707
1712
1228
20479
328
20807
BPL
21707
1724
1218
20489
317
20806
EPL
21707
1751
975
20732
056
20788
LV INV
21707
1760
994
20713
076
20789
BPL
21707
1776
1032
20675
1 15
20790
EPL
21707
1784
99
20717
064
20781
592
211 15
HOR
21707
1830
1073
20634
142
20776
TOR
21707
1865
989
20718
053
20771
HOR
21707
1889
1023
20684
081
20765
TOR
21707
1900
1147
20560
206
20766
BPL
21887
1930
135
20,537
237
20774
POOL
21887
1960
131
20577
190
20767
EPL
21887
1990
1168
20719
046
20765
674
21213
HOR
21887
2027
1229
20658
097
20755
EP2
4J
ij
L1

Lick Creek Stream Restoration Site
Lee County, NC
Profile Reach 3 - Lick Creek
Profile
215
213
211
,..,209
Z207
w 205 =
m 203
LU
201
199 w
197
195
1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200
Station (ft) —Year 1 Bed —Year 1 Water — Year 2 Bed
—Year 2 Water — Year 3 Bed — Year 4 Bed
— Year 4 Water - Year 4 BKF

O
O
LJ
�I
f�
Lick Creek Stream Restoration Site
Lee County NC
Profile Reach 3 Lick Creek
21498
1000
11 22
20376
044
20420
RIF
21498
1041
1148
20350
070
20420
TOR/LV
21498
1065
1299
201 99
221
20420
BPL
21498
1104
1357
201 41
278
20419
EPL
21498
1118
11 18
20380
035
20415
LV INV
21498
1133
1577
19921
472
20393
BPL
21498
1160
1526
19972
426
20398
EPL
21498
1200
11 99
20299
1 00
20399
HOR
21498
1240
11 63
20335
063
20398
RIF
21498
1275
11 60
20338
053
20391
485
21013
TOR
21498
1329
1163
20335
057
20392
LV INV
21498
1335
1488
20010
379
20389
BPL
21498
1353
1664
19834
556
20390
EPL
21373
1372
992
20381
015
20396
RCV INV
21373
1380
1240
201 33
242
20375
BPL
21373
1395
1165
20208
1 71
20379
EPL
21373
1403
1006
20367
010
20377
LV INV
21373
1412
1285
20088
279
20367
BPL
21373
1437
1247
201 26
239
20365
XS 5
21373
1470
1057
20316
047
20363
448
20925
HOR
21373
1545
1087
20286
066
20352
LV INV
21373
1560
1453
19920
437
20357
BPL
21373
1567
1463
19910
466
20376
XS 6
21373
1582
1058
20315
038
20353
LV INV
21373
1590
1267
201 06
248
20354
BPL
21373
1605
13
20073
279
20352
EPL
21373
1650
1081
20292
060
20352
551
20822
HOR
21373
1730
11 12
20261
066
20327
LV INV
21373
1747
1488
19885
440
20325
BPL
21373
1790
13
20073
254
20327
EPL
21317
1810
1047
20270
053
20323
LV INV
21317
1825
1403
19914
409
20323
BPL
21317
1847
1269
20048
273
20321
EPL
21317
1858
107
20247
073
20320
LV INV
21317
1869
11 37
201 80
140
20320
PL
21317
1885
1055
20262
054
20316
573
20744
HOR
21317
1980
11 07
20210
077
20287
TOR
21317
2015
1087
20230
052
20282
LV INV
21317
2025
1363
19954
330
20284
BPL
21317
2041
1365
19952
329
20281
EPL
21317
2072
1136
20181
100
20281
LV INV
21317
2089
1279
20038
242
20280
BPL
21317
2117
1275
20042
238
20280
EPL
21317
2145
11
20217
061
20278
HOR
21317
2161
1145
201 72
100
20272
EP3

Pebble Count Weighted by Channel Feature
Percent Riffle:
Percent Pool:
18.97
Percent Run:
Percent Glide:
26.72
Pebble Count,
29.31
25
Material
Size Range (mm)
weighted
Lick Creek Stream Restoration Site
silt/clay
0
0.062
52.6
4
# IYear
# Note:
Lee County, NC
very fine sand
fine sand
medium sand
coarse sand
very coarse sand
0.062
0.13
3.4
4
0.13
0.25
3.4
Reach 1 53%
0.25
0.5
1.7
100%
# 90°i
#
80%
# so%
#
so%
#
Y
# 40%
# 30%
# 20%
n
4 10%
0%
Pebble Count, Lick Creek Stream Restoration
Site
60%
°
LD.
40% o
m
E;
3o r° >
m o
20%
m
:D
10%
0.5
1
2.6
1
1 2
0.0
- - - - -_
j
i - --
- -- �' -' - - -- - -
- -- - - - - - - -- - -- - -- - - --
;I
II
'I
--
"
-- _
;'
- - - - -
- --
very fine gravel
fine gravel
fine gravel
medium gravel
medium gravel
coarse gravel
coarse gravel
very coarse gravel
very coarse gravel
2
4
1.7
4
6
5.2
6
8
5.2
8
11
11.2
11
16
10.3
16
22
2.6
22
32
0.0
32
45
0.0
45
64
0.0
small cobble
medium cobble
large cobble
very lar a cobble
64
90
0.0
90
128
0.0
128
180
0.0
180
256
0.0
small boulder
small boulde
medium boulder
large boulder
very lar a boulder
256
362
0.0
362
512
0.0
512
1024
0.0
1024
2048
0.0
1#
0%
0.O1 0.1 1 10 1O0 1000 10000
particle size (mm) [weighted percent -+- riffle -pool t run -glide % of particles
2048
4096
0.0
F- weighted particle count: 100.0
bedrock 0.0
clay hardpan 0.0
detritus /wood 0.0
artificial 0.0
based on
sediment
particles only
size percent less than (mm)
D16 D35 D50 D65 D84 D95
particle size distribution
gradation geo mean std dev
0.062 0.06 0.1 3 10 15
81.8 0.8 12.8
based on
total count
percent by substrate type
silt/clay sand gravel cobble boulder bedrock hardpan wood /det artificial
weighted total count: 100
IF
53% 11% 36% 0% 0% 0% 0 % 07/. 0%

ou
nt
very fine sand
fine sand
medium sand
coarse sand
very coarse sand
0 062
013
medium boulder
013
025
large boulder
025
05
1
05
1
2
1
2
7
very fine gravel
fine gravel
fine gravel
medium gravel
medium gravel
coarse gravel
coarse gravel
very coarse gravel
very coarse gravel
2
4
4
4
6
5
6
8
9
8
11
12
11
16
6
16
22
2
22
32
fen+'I,���f�;)f
.( I I�J L.hei. }" n k l , i t$n,- v� t 11� f�.._.� �'( {i li�I�.�}
32
45
ril
i7
45
64
I tl a
small cobble
medium cobble
large cobble
64
90
till -C
90
128
boulder
128
180
4w' T I�,yiy�T' I�11
IT-
irl
small boulder
362
512
medium boulder
512
1024
large boulder
1024
2048
-ry larae boulder
2048
4096
day
artifi
total oartice cour
total count 105
100%
90%
80%
CIO 70%
c 60%
w
50%
40%
30%
20%
10%
0%
r4
Note
Pebble Count Lick Creek Stream Restoration Site
� ❑�� y, I [ j' � �
� 6 Jam, 1 {� � _,�. � ItL}' �� � 1 � >�'y� t .f+7 1
1 10
100
?`f
10000
.e 1 i 1 �
f
w } '� t� I r-}'t21 1 Y I,yf Yl'Ll 1 3 ✓�yJ, h'S` 'Lppp,^J.' � i i I
1..411
Y i
,,,qqq}�'
111 J]y r ttd. 4' I, 1`!'
y.,Yjt, I {. -.3.. d'd / i {t :P r 1
,
Q� Y i _ly 4
Q��,�i1py
"'-v - --r-i. id�•l t
I t
�`+��% i
"k �`,�f
9sf`�I - fz K
r•'
��'4 �' � 1 �I;eq rtii � �`p�" .{'s.�_I I ". �.� i i Ir?
I r�
+v��" of 1 „,.r.
B
-,
W+” 1 � f`^ t&^ ,+ �3 '+•'�^ I IE�I � [i � v f7'�� S41 � .�. t i � 1 .y ItE.
� ��'3 �1*� 1
D16
D35 D50 D65
D84
D95
gradation
geo mean std dev
l�� ,@ � 1 ,(I 11 �1 e144 �) 11 � . 1 1 1 l d
L+�I tJ ..._L. ..._ `�. IT' 1 w.--1 j LLLf. t,- F.1tI.L
Lj�j`
r SL3
' _r`°'{ 1_�99y11
�T 1 3aa 1�
`�[
fen+'I,���f�;)f
.( I I�J L.hei. }" n k l , i t$n,- v� t 11� f�.._.� �'( {i li�I�.�}
Y bi"•��I
1 }1 �
11 \ I r
ril
i7
I" I I 1 1)ts' I I�
t��1 �t1 f rj 3t( i%: i i y� } �3 �y � I1t'�
�.nk,s n �1��y3
3 i 1st 1q
I tl a
LG
>`_ ..�.I .....3f`J.J4'i Ite LLI+
f i l l
till -C
4
sand gravel cobble
boulder
t I
1
4w' T I�,yiy�T' I�11
IT-
irl
54%
10% 36% 0%
0%
0%
We
50
40 c
Cr
fD
30 v
v
20 y
10
0
001
01
1 10
100
1000
10000
particle size
(mm)
f cumulative %
# of particles
based on
size percent less than (mm)
particle size distribution
sediment
D16
D35 D50 D65
D84
D95
gradation
geo mean std dev
0 062
006 01 2
9
13
707
07 11 9
articles only
based on
percent by substrate type
total count
sift/clay
sand gravel cobble
boulder
bedrock
hardpan
wood /det artificial
54%
10% 36% 0%
0%
0%
0%
0% 0%

Pebble Count Weighted by Channel Feature
Percent Riffle:
Percent Pool:
26.06
Percent Run:
Percent Glide:
24.65
Pebble Count,
32.39
16.9
Material
Size Range (mm)
weighted
ILick Creek Stream Restoration Site
silt/clay
0
0.062
19.7
4
#
Note:
Lee County, NC
very fine sand
fine sand
medium sand
coarse sand
very coarse sand
0.062
0.13
10.6
IYear 4
0.13
0.25
2.8
Reach 2 20%
0.25
0.5
7.0
100%
soi
80 %
#
# so%
5oi
# 40%
# w
c 30%
# 20%
# CL
# 10%
# 0%
4 0.01
particle
Pebble Count, Lick Creek Stream Restoration Site
25%
20 %
-°
a
15% m
°i m
m o
10%
a.
sia 5
0%
particles
0.5
1
5.6
1
1 2
9.2
- i
�� -+ - - - -- _ - _
,
- - - --L -. i _ -L -__ -_ __
"
;,
i
-- ;-� ;-'
fine gravel
very fine gravel
9
medium gravel
medium gravel
coarse gravel
coarse gravel
very coarse gravel
very coarse gravel
4
6
8.5
6
8
8.5
8
11
9.2
11
16
9.2
16
22
5.6
22
32
1.4
32
45
0.7
45
64
0.0
small cobble
medium cobble
large cobble
very lar a cobble
64
90
0.0
90
128
1 0.0
128
180
0.0
180
256
0.0
small boulder
small boulder
medium boulder
large boulder
very lar a boulder
256
362
0.0
362
512
0.0
512
1024
0.0
1024
2048
0.0
0.1 1 10 100 1000 10000
size (mm) 1- m-weighted percent riffle - pool t run - glide • % of
2048
4096
0.0
weighted particle count: 100.0
bedrock 0.0
clay hardpan 0.0
detritus /wood 0.0
artificial 0.0
based on
sediment
size percent less than (mm)
D16 D35 D50 D65 D84 D95
particle size distribution
gradation geo mean std dev
particles only
0.062 0.30 1.4 6 11 19
15.2 0.8 13.6
based on
total count
percent by substrate type
silt/clay sand gravel cobble boulder bedrock hardpan wood /det artificial
E weighted total count: 100
20% 35% 45% 0% 0% 0% 0% 07/. 0%

CO O Ol O CO � � �O O O O O O O O tO O O Ol Ol
very fine sand
fine sand
medium sand
coarse sand
very coarse sand
0 062
013
7
013
025
4
025
05
10
05
1
4
1
2
1 8
very fine gravel
fine gravel
fine gravel
medium gravel
medium gravel
coarse gravel
coarse gravel
very coarse gravel
very coarse gravel
2
4
9
4
6
5
6
8
7
8
11
9
11
16
13
16
22
6
22
32
1
32
45
45
64
i
small cobble
medium cobble
large cobble
very lar a cobble
64
90
percent by substrate type
90
128
� t'q'll•�
128
180
t 5
180
256
11
small boulder
small boulder
medium boulder
large boulder
very large boulder
256
362
X161 1
}� ll 1
362
512
17 p� E
512
1024
1024
2048
t
2048
4096
�` t I 'T �i
total particle count 107
clay hardpan
detritus /wood
artificial
total count 107
100%
90%
80%
C
L 70%
W 60%
50%
OR 40%
30%
20%
10%
0%
ea on
iment
a on
count
Lee Cou
Year 4
T
Pebble Count Lick Creek Stream Restoration Site
11 I k ,T�y�Y( -71 ,1}y,+;
1 f� I 1` 1 'w —i { 1 4 1 1 C
-. (°`
k
Ip Y"�i r
f 'j�"jr
01
1 10
100
1000
10000
I_1 1 tit
i fIx 7'^�yr
IiS LL If
f cumulative %
# of particles
size percent less than (mm)
particle size distribution
D16
D35 D50 D65
D84
D95
4n I
geo mean std dev
I
12
i
'1
`T'�1�Y�`�i'T"�I�D`i
E
percent by substrate type
�
� t'q'll•�
+
1-t i
t 5
111 �.
11
11
wood /det artificial
qt �.} 611
v fSi�i I��r
X161 1
}� ll 1
,l I I .i
I, I f I�
V
�
�,�(�,
k7 ' b I HL
17 p� E
�3,%
I 1
y' t
x..11
.i I`7 111
t
l
"5�'.h �
'�. `• 1� f "�'
�` t I 'T �i
�+t�{
�I• I
1
�
��1 t!�I
�li` '~
}{ I.r - "Y° 1 -T
I —' �+
001
30
99
20 c
9
15 °
v
10
CD
CD
5
0
01
1 10
100
1000
10000
particle size
(mm)
f cumulative %
# of particles
size percent less than (mm)
particle size distribution
D16
D35 D50 D65
D84
D95
gradation
geo mean std dev
0062
030 15 5
12
17
160
09 139
percent by substrate type
silt/clay
sand gravel cobble
boulder
bedrock
hardpan
wood /det artificial
22%
31% 47% 0%
0%
0%
0%
0% 0%

Pebble Count Weighted by Channel Feature
Percent Riffle: 1 27.35 Percent Run: 24.79
Percent Pool: 31.62 Percent Glide: 16.24 Pebble Count,
Material Size Range (mm) weighted Lick Creek Stream Restoration Site
silt/clay 0 0.062 6.8 # Lee County, NC
very fine sand 0.062 0.13 1.7 4 Year 4
fine sand 0.13 0.25 4.3 Note: Reach 3 7%
medium sand 0.25 0.5 9.4
coarse sand 0.5 1 7.7 4 Pebble Count, Lick Creek Stream Restoration Site
100% 250/
very coarse sand 1 2 16.2
very fine gravel 2 4 2.6 # 90%
fine gravel 4 6 9.4
fine gravel 6 8 5.1 80% 20% g
medium gravel 8 11 19.7 # m.
medium gravel 11 16 6.8 70%
coarse gravel 16 22 8.5 # 60% T
- r - -ter- - -- _ ._ _- 15%
coarse gravel 22 32 1.7
very coarse gravel 32 45 0.0 # C 50% ;. _, _ . , w m
very coarse ravel 45 64 0.0 t m o
small cobble 64 90 0.0 # 40°i° 10°i o
medium cobble 90 128 0.0 # s
large cobble 128 180 0.0 # 30% -- -- = - - - -- - T } -- - T - - --
very lar e cobble 180 256 0.0 #
20% -- - - - - -- - - -- 5%
small boulder 256 362 0.0 # n
small boulde 362 512 0.0 4 10%
medium boulder 512 1024 0.0
large boulder 1024 2048 0.0 0% 0%
very large boulder 2048 4096 0.0 0.01 0.1 1 10 100 1000 10000
weighted particle count: 100.0 particle size (mm) w• weighted percent - riffle - +-pool -run -glide %of particles'
bedrock 0.0 based on size percent less than (mm) particle size distribution
clay hardpan 0.0 sediment D16 D35 D50 D65 D84 D95 gradation geo mean std dev
detritus /wood 0.0 particles only 0.316 1.24 4.2 8 12 19 8.1 1.9 6.1
artificial 0.0 based on percent by substrate type
weighted total count: 100 total count silt/clay sand gravel cobble boulder bedrock hardpan wood /det artificial
7% 39% 54% 0% 0% 0% 0% 0% 0%

very fine sand
fine sand
medium sand
coarse sand
very coarse sand
0 062
013
1
013
025
3
025
05
12
05
1
17
1
2
17
very fine gravel
fine gravel
fine gravel
medium gravel
medium gravel
coarse gravel
coarse gravel
very coarse gravel
very coarse gravel
2
4
10
4
6
8
6
8
4
8
11
8
11
16
3
16
22
3
22
32
y 1
_4µ 3'Iltil
32
45
t— I .>_
�1 '' >>
45
64
-c-` %W
small cobble
medium cobble
large cobble
very lar a cobble
64
90
9%
90
128
0%
128
180
180
256
�a I w I.+,,1i
small boulder
small boulder
medium boulder
large boulder
very laroe boulder
256
362
f 41� 3 at !fir 1 —�., I,`�I$'� 114
362
512
Yak
512
1024
1024
2048
ti 1 I t
1 2048
4096
clay h�
detntu;
a
total count 95
100%
90%
80%
tCO. 70%
Ic 60%
50%
40%
30%
20%
10%
0°/
4
Note
unt
Pebble Count Lick Creek Stream Restoration Site
18
16
14
12
Cr
10 m
0
8 °
v
6 m
Cn
4
2
0
°
001
,,�$
7,4 1
100
1000
10000
particle size
(mm)
cumulative %
# of particles
based on
size percent less than (mm)
i c1 X41 1 ,' Rl ��'
(,.4 }1 ,�,5 }I
D16
n11,
sl'�iuL1 ,,Ii1 C-•
'Y'i-I w1I19_..+"n ] ° IF[vi �; I L
a�
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el
�.w 1 S 11"1
.� I� If!
•1"i raT �
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I
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5t 1
.litl
,S' I ]- 3 {Fi b."`i'�p � I 1 t�'c
r r !;`i ip 16
+� I { � �{,lr k I �'�`I �°'�'4�S.v �1.1 •fey{ I Irbil
L h _' �"is.
IN
fYh3 t�"'ii �I I,
Ohl ll')1
4TL
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I I
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,�
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y 1
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t— I .>_
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t !
1�
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J�C�I
J 1 t f, 1 1.wLiJ L �...}.'
1i''*�1 Y1 {1 °tI l .t .-I hlfll
g l�. ,jy��l I <w11i
wood /det artificial
9%
SsIlpt
..d
0%
0%
0%
`1 31ba�1
�` 'f `i
x ,� 1 _ i
yyyy^/ I
�a I w I.+,,1i
N I
#�.�Na
$/�
f 41� 3 at !fir 1 —�., I,`�I$'� 114
f t,-✓4r � I T I
ty r i
Yak
I°
i1
�I
1 '+( 1rI thi °1iIC
ti 1 I t
18
16
14
12
Cr
10 m
0
8 °
v
6 m
Cn
4
2
0
°
001
01
1 10
100
1000
10000
particle size
(mm)
cumulative %
# of particles
based on
size percent less than (mm)
particle size distribution
sediment
D16
D35 D50 D65
D84
D95
gradation
geo mean std dev
0 284
070 1 3 2
7
13
51
14 51
articles only
based on
percent by substrate type
total count
silt/clay
sand gravel cobble
boulder
bedrock
hardpan
wood /det artificial
9%
53% 38% 0%
0%
0%
0%
0% 0%

210
206
0
A
w 202
198
Year
Lick Creek Stream Restoration Site
Lee County, NC
Cross Section No. 6 - Pool
Reach 3 - Lick Creek - Sta 15 +73.5
acing Downstream
Cross Section
Year 3
194
1
0
10
20 30
Station (ft)
40 50
60
As -built
Year 1
— Year 2
— Year 3
— Year 4
1
Year 2
Year 3
Year 4
r 5
11/17/06
11/26/07
10/24/08
10/27/09
0 /0 /6
164.1
170.9
169.4
186.1
0.0
iYear
45
43
Bkfs 43
43
10
00.0
3.6
4.0
Dmea 3.9
4.3
0.0
7.8
8.3
pm 7.6
9.6
0.0
12.3
10.8
10.9
9.9