20051097 Ver 1_Year 3 Monitoring Report_20090212

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Submitted to:
t os stein
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 107
Raleigh, North Carolina 27604
November 11, 2008
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Lick Creek Stream Restoration Site
MONITORING REPORT 2008 (Year 3)
Cataloging Unit: 0303004 EEP Contract #: D04013-1
Lick Creek Stream Restoration Site
MONITORING REPORT 2008 (Year 3)
Prepared for:
Restoration Systems, LLC
1101 Haynes Street, Suite 107
Raleigh, North Carolina 27604
Prepared by:
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Wolf Creek Engineering, PLLC
30 Ben Lippen School Rd.
Asheville, NC 28806
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' TABLE OF CONTENTS
1.0 PROJECT BACKGROUND ..................................................................................... .. 1
1 1.1 LOCATION AND SETTING ................................................................................ .. 1
1.2 PROJECT STRUCTURE AND OBJECTIVES .................................................... .. 1
1.3 PROJECT BACKGROUND ................................................................................. .. 2
' 2.0 PROJECT CONDITION AND MONITORING RESULTS .................................... 13
2.1 VEGETATION ASSESSMENT ............................................................................ 13
2.1.1 Vegetative Problem ......................................................................................... 13
2.1.2 Stem Counts .................................................................................................... 14
' 2.1.3 Vegetation Plot Photos .................................................................................... 15
2.2 STREAM ASSESSMENT ..................................................................................... 15
' 2.2.1 Hydrology .......................................................................................................
2.2.2 Geomorphology .............................................................................................. 15
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2.2.3 Problem Areas ................................................................................................. 16
' 2.2.4 Photo Reference Stations ................................................................................
2.2.5 Stability Assessment Table ............................................................................. 18
19
2.2.6 Quantitative Measure Summary Tables .......................................................... 20

LIST OF TABLES

Table 1. Project Structure and Objectives ........................................................................... 2
Table 2. Project Activity and Reporting History ................................................................ 2
Table 3. Project Contact Information .................................................................................. 3
Table 4. Project Background Information .......................................................................... 4
Table 5. Soil Data .......................................................................................................... N/A
Table 6. Vegetative Problem Areas .................................................................................. 13
Table 7. Stem Counts ........................................................................................................ 14
Table 8. Verification of Bankfull Events .......................................................................... 16
Table 9. BEHI and Sediment Export Estimates (Not Required in Year 3) ....................... 16
Table 10. Problem Areas ................................................................................................... 17
LIST OF FIGURES
Figure 1. Vicinity Map
Lick Creek Monitoring Year 3 i
11/11/08
LIST OF APPENDICES
Appendix A: Vegetation Data
1. Monitoring Plot Photos
Appendix B: Geo morphic Data
1. Problem Areas Plan View
2. Problem Area Photos
3. Stream Photo-station Photos
4. Table B.1. Qualitative Visual Stability Assessment
5. Cross Section Plots and Data Tables
6. Longitudinal Plots and Data Tables
7. Pebble Count Plots and Data Tables
Lick Creek Monitoring Year ; ii 11/11/08
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 in-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 four 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. 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 three years.
However, bank failure was observed in some locations and some structures have subsided
and lost functionality. Bed material is coarsening and additional bed load appears to be
moving into the channel. However, areas of previous bed scour have not filled in with
new bed material. There are a few areas where matting is no longer in place and bank
vegetation has not become established.
Vegetation
Native woody and herbaceous species were used to establish at minimum a fifty foot
wide riparian buffer on each side of the restored reach. Planted herbaceous species have
successfully established throughout the entire site along with volunteer species from
upstream seed sources. While some of the live stakes used to stabilize the lower stream
banks have survived, the ongoing drought has resulted in stunted growth and somewhat
weak bank vegetation. The riparian buffer planting had an overall survival rate of 70%
with additional volunteer species taking root. A number of Chinese privet (Ligustrum
sinense) stems are emerging in areas where invasive species removal previously
occurred.
Lick Creek Monitoring Year 3 iii 11/11/08

Planned Action
1) Repair areas of bank failure with brush toe and brush mattress installation. '
2) Continued visual monitoring of areas of concern.
3) Install supplemental live staking in select areas of weak or nonexistent bank
vegetation. t
4) Removal of emergent Chinese privet.

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Lick Creek Monitoring Year 3 iv 11/11/08
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1.0 PROJECT BACKGROUND
1.1 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'/4 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
03030004010010) within North Carolina Division of Water Quality (NCDWQ) sub-basin
03-06-07. The 03-06-07 sub-basin 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-basin is primarily forested, although agriculture accounts for a significant portion of
the sub-basin.
1.2 PROJECT STRUCTURE AND OBJECTIVES
The pre-construction site consisted of approximately 51 acres of floodplain, 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 3 1 11/11/08
Table 1. Project Structure and Objectives - Lick Creek Stream Restoration Site (D04013-1)
Reach Mitigation Priority Linear

ID
Type
Level
Footage Stationing Description
1 Restoration P1 3
690 ft 10+00 -46+90 3,690 ft of channel relocation
, of Wallace Branch
2 Restoration P1 1,870 ft 10+00 -28+70 1,870 ft of channel relocation
of Upper Lick Creek
3,650 ft of channel relocation
3 Restoration P1 4,008 ft 28+70 - 65+20 of Lower Lick Creek and
358 ft of channel relocation of
an Unnamed Tributary
Total 9,568 ft
1.3 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 Hurricane Alberto
Lo 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
Year 4 Monitoring Nov-09
Year 5 Monitoring Nov-10
Lick Creek Monitoring Year 3 2 11/11/08

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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. Su ertree Nursery, Tel [phone]
Monitoring Performer
Wolf Creek Engineering 30 Ben Lippert School Rd.
Asheville, NC 28806
Contact:
Grant Ginn, Tel. [phone]
Lick Creek Monitoring Year 3
3
11/11/08
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 mil
Reach 2: Lick Creek 8.86 mil
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
Cowardin 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 lD 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%
Lick Creek Monitoring Year 3 4 11/11/08

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' 2.0 PROJECT CONDITION AND MONITORING RESULTS
2.1 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 their 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 entire site along
with volunteer species from upstream seed sources. Due to a prolonged and severe
regional drought, the willow and dogwood live stakes used for bank stabilization exhibit
' significantly stunted growth. This has not had a noticeable impact on the stability of the
stream banks. The riparian buffer planting had an overall survival rate of 70% with
additional volunteer species taking root.
' 2.1.1 Vegetative Problem
No significant vegetation problem areas were recorded within the site. 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. Measures
will be implemented this winter to control the new growth of privet.
There are a number of localized areas where the combination of shear stress, loss of
' matting, and drought conditions have resulted in bare banks and toes. Supplemental live
staking will be installed in these areas this winter.
Table 6. Vegetative Problem Areas - Lick Creek Stream Restoration Site (D04013-1)
Feature / Issue Station # / Range Problem Cause
Invasive / Exotic Various Several Chinese privet re-sprouting in
Populations areas where it was removed
Wallace Branch
29+50,40+80,42+50
Bare Bank or Toe Lick Creek Local erosion or loss of matting
14+00,14+50,15+50,17+20,
23+00,24+50,27+50,34+00,
34+70,37+00,39+00
Lick Creek Monitoring Year 3 13 11/11/08
2.1.2 Stem Counts
Table 7 presents stem counts of surviving individuals found at each of the monitoring
plot at the end of Year 3 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 bare root species survival rate was 70%.
All herbaceous species seeded throughout the site after construction were found onsite at
the end of Year 3. In addition, native species such as Switch grass (Panicum virgatum),
soft rush (Juncus effuses), fennel (Eupatorium sp.), goldenrod (Solidago spp.), sedge
(Carex spp.), buttercup (Ranunculus spp.), plantain (Plantago spp.), fescue (Festucca
spp.), crabgrass (Digitaria spp.), smartweed (Polygonum spp.), nightshade (Solanum
spp.), poison ivy (Toxicodendron radicans), Rumex spp., and species of Aster (Aster
spp.), were found to have colonized throughout the project's riparian area.
Table 7. Stem Counts - Lick Creek Stream Restoration Site (D04013-1)
Plots - Year 3 Initial Year 3
Species
1
2 3 4 5 6 7T 8 Totals Totals
Trees
simina triloba 1 1 1 1 27 4
etula ni a 1 2 5+ 1 4 4 1 10 18
Callicar a americana 1 2 2 1 11 6
Ce halanthus occidentalis 3 2 7 2 5 1 19 20
Co lus americana 1 2 2 2 3 17 10
ios ros vir iniana 6 0
raxinus enns lvanica I 1 2 1 6 5
iriodendron tuli i era 2 1 1 1 6 5
rica ceri era 1 3 2 3 1 1 2 1 10 14
ssa s Ivatica 2 0
latanus occidentalis 1 1 2 2 1 7 7
uercus michauxii 2 1 1 1 1 1 10 7
uercus ni a 5 0
uercus hellos 2 2 1 1 2 13 8
Ulmus Americana 3 2 3 14 8
Initial Totals: 18 22 17 23 26 22 20 15
Year 3 Totals: 13 16 16 17 10 17 14 9 Average Stem
Survival %
Stem Survival % 72.2 72.7 94.1 73.9 38.5 77.3 70 60 69.8
Density (trees/acre) 526 647 647 688 405 688 567 364 567
Lick Creek Monitoring Year 3 14 11/11/08
I
2.1.3 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,
however bank failure was noted in some reaches, and several structures have subsided
and lost functionality. 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
' four 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 I 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 severity of this storm resulted in a malfunction of the rain 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.
Five additional events including Hurricane Ernesto resulted in water elevations within
one to two feet below bankfull. Peak rainfall and flow events are documented in
' Appendix B.
Lick Creek Monitorflig Year 3 15 11/20/08
Table 8. 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
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.
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 2 condition. Two of the riffle cross sections show nearly the
same maximum depth as Year 2. The riffle in monitoring Reach 3 has cut down
approximately one foot from the Year 2 bed elevation. The pools were generally found
to be slightly, to significantly shallower than the Year 2 condition with their location
relative to the pattern consistent with the Year 2 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. In Reach 1, the material size increased from the second year survey with
the D84 increasing from 10 mm to 11 mm and the percent of gravel increased from 41%
to 46%. In Reach 2, the D84 increased in size from 7 mm to 18 mm and the percent of
gravel increased from 24% to 69%. In Reach 3 the D84 increased from 8 mm to 12 mm
and percent of gravel increased from 25% to 59.
Table 9. BEHI and Sediment Export Estimates - (Not Required in Year 3)
2.2.3 Problem Areas
The Year 2 monitoring report identified several problem areas as part of the stream
assessment. Of these areas, five (5) no longer appear to be areas of concern as they have
healed through natural channel process, vegetation growth, or constructed repairs.
However, the prolonged drought and localized shear stress have developed the following
new areas of concern:
1.) A beaver dam has been constructed on the riffle at Sta. 18+00 on Wallace Branch.
Currently the dam is impounding water on approximately 500' of the site.
2.) There were two (2) additional areas of toe scour identified.
3.) There were two (2) new locations of piping identified at log vanes.
Lick Creek Monitoring Year 3 16 11/20/08
I

4.) There were five (5) additional areas of bank scour identified.
' Plan drawings of the Lick Creek Stream Restoration Site detailing stream problem areas
requiring additional observation and/or remediation can be seen in Figures AB-1 through
' AB-7. Representative photos of these areas can be found in Appendix B.
Restoration Systems will monitor these areas over the next several months and will install
live stakes and/or Brush Mattresses where necessary.
' 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.
These photographs are taken facing downstream looking at the section, and show as
' much of the banks and channel as possible.
Lick Creek Monitoriiig Year 3 17 11/20/08

2.2.5 Stability Assessment Table
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%
Pools 100% 100% 100% 100%
Thalweg 100% 100% 100% 100%
Meanders 100% 99% 99% 95%
Bed General 100% 98% 98% 99%
Vanes / J Hooks etc. 100% 94% 94% 96%
Wads and Boulders 100% 100% 100% 100%
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%
Pools 100% 82% 91% 91%
Thalweg 100% 100% 100% 100%
Meanders 100% 100% 98% 82%
Bed General 100% 97% 98% 98%
Vanes / J Hooks etc. 100% 96% 96% 90%
Wads and Boulders 100% 100% 100% 100%
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%
Pools 100% 100% 100% 100%
Thalweg 100% 100% 100% 100%
Meanders 100% 100% 100% 96%
Bed General 100% 100% 100% 99%
Vanes / J Hooks etc. 100% 95% 97% 96%
Wads and Boulders 100% 97% 99% 100%
Lick Creek Monitovisig Year 3 18 1 J/20/08

' 2.2.6 Quantitative Measure Summary Tables

11

Lick Creek Monitoring Year 3 19
I 1 /20/08

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APPENDIX A
1. Vegetation Monitoring Plot Photos
Vegetation Plot No. 1
Lick Creek Monitoring Survey Year 3 11/20/08
Year 2 Photo No. 1
Year 3 Photo No. 2
Vegetation Plot No. 2
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Photo No. 4
Lick Creek Monitoring Survey Year 3 11/20/08
Year 2 Photo No. 3
Vegetation Plot No. 3
Lick Creek Monitoring Survey Year 3 11/20/08
Year 2 Photo No. 5
Year 3 Photo No. b
Vegetation Plot No. 4
No photo available for Vegetation Plot 4 - Year 3 due to technical malfunction
Year 3 Photo No. 8
Lick Creek Monitoring Survey Year 3 11/20/08
Year 2 Photo No. 7
Vegetation Plot No. 5

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Year 3
Photo No. 10
Lick Creek Monitoring Survey Year 3 11/20/08
Year 2 Photo No. 9
Vegetation Plot No. 6
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Year z Photo No. 11
Lick Creek Monitoring Survey Year 3 1 1 /20/08
Y ear s Photo No. 12
Vegetation Plot No. 7
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Year 2 Photo No. 13
Lick Creek Monitoring Survey Year 3 1 1 /20/08
Year 3 Moto No. 14
Vegetation Plot No. 8

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:M o -__, . 5 r. x . • ti, . ^ ?, t P i M y a ,A, f: 1 ?, o_f+ f? ;"ti _?.4.:.__- I rti.
,
Year 2 Photo No. 15
Lick Creek Monitoring Survey Year 3 11/20/08
Year 3 Photo No. 16

11
7
11
APPENDIX B I Stream Raw Data

1. Exhibit Problem Areas Plan View (Stream) '
2. Representative Stream Problem Area Photos
3. Stream Photo-points
4. Exhibit Table B.l . Qualitative Visual Stability Assessment
5. Cross section Plots and Raw Data Tables
6. Longitudinal Plots and Raw Data Tables
7. Pebble Count Plots and Raw Data Tables '
I _
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m m i m m r m i m r m m m m m m m m?
mm m mm ? mm m m m mm m m r Mon
Lick Creek Monitoring Year 3 11/11/08
Toe Scour on Lick Creek, STA 23+00 11/27/07
Photo No. 17
Toe Scour on Lick Creek, STA 23+00 10/24/08
Photo No. 18

1Fn1 ;? Si' _a

f * -'d

ti

Bank Erosion at Wallace Branch, STA 10+00 12/03/06
Photo No. 19
Bank Erosion at Wallace Branch, STA 10+00 11/27/07
Photo No. 20
r. •" Jq
t ?•L ? ? •} ???-5- .fir isn?Y
A
r?N
mpil
Bank Erosion at Wallace Branch, STA 10+00 10/24/08
Photo No. 21
Lick Creek Monitoring Year 3 11/11/08
•- t}fig! , _ s
Al
"

5F ? _ W
?
;Ar 4
tt t:
i
wry:. ?
y

`x "PVC YA% ?` i? a 4

Piping at Log Vane on Wallace Branch, STA 29+50 10/24/08
Photo No. 22
?r
WOW
q, Y
x
Piping at Log Vane on Lick Creek, STA 34+40 10/24/08
Photo No. 23

kr
Ati\ {

i
"i w"
kk?o_ u
F;41 ,r , •H a
Piping at Log Vane on Lick Creek, STA 18+50 10/24/08
Photo No. 24
Lick Creek Monitoring Year 3 11/11/08

Bank Failure, Wallace Branch STA 40+50 11/27/07
Photo No. 25
3 rti
s.: .p t r ' „
mf7 - W?
c
wY?:, ! fY?s ??? i to
ivi?
R yiuc t? p„' ?? 1 dg .? s
*: .\:?u1 - 6..? ?S!?.S?'!? w..i ? V1?7i1 1. . \ _Y?.'
Bank Failure, Wallace Branch STA 40+80, 10/24/08
Photo No. 26
Lick Creek Monitoring Year 3 11/11/08
Photo Station 1

\ stalk,:
;a
ilk
qy
Year 1 Photo No. 27
Lick Creek Monitoring Year 3 11/1 1/08
Year 2 - 10' offset from PP 1 Photo No. 28
Year 3 - 25' offset from PP 1 Photo No. 29
Photo Station 2

,? t v
4^1 4 ,4 1.

Year 1 Photo No. 30
Lick Creek Monitoring Year 3 11/11/08
Year 2 - 10' offset from PP2 Photo No. 31
Year 3 - 10' offset from PP2 Photo No. 32
Photo Station 3
Lick Creek Monitoring Year 3 11/11/08
Year 1 Photo No. 33
Year 3 - 10' offset from PP3 Photo No. 34
Year 3 - 10' offset from PP3 Photo No. 35
Photo Station 4

?

7
. ..........
M1alrcr'?
W?
t ?

• .'J? ? 3
_•

Year 1 Photo No. 36
Lick Creek Monitoring Year 3 11/11/08
Year 2 - 10' offset from PP4 Photo No. 37
Year 3 - 10' offset from PP4 Photo No. 38
Photo Station 5
w
.tom. ? 5.?r r f .
V, ° y
Year 1 Photo No. 39
Lick Creek Monitoring Year 3 11/11/08
Year 2 - 10' offset from PP5 Photo No. 40
Year 3 - 10' offset from PP5 Photo No. 41
Photo Station 6
Year 1 Photo No. 42
Lick Creek Monitoring Year 3 11/11/08
Year 2 - 10' offset from PP6 Photo No. 43
Year 3 - 10' offset from PP6 Photo No. 44
Photo Station 7
Lick Creek Monitoring Year 3 11/11/08
Year 1 Photo No. 45
Year 2 Photo No. 46
Year 3 Photo No. 47
Photo Station 8
4
y ?,\y
?y?9 +i' ?4 D' •r ?I?EP Y ? ?''
,?y'_ 1 tit i tiYe ,Jw
year 2 Photo No. 49
Lick Creek Monitoring Year 3 11/11/08
Year 1 Photo No. 48
Year 3 - 10' offset from PP8 Photo No. 50
Photo Station 9
Lick Creek Monitoring Year 3 11/11/08
Year 1 Photo No. 51
Year 2 - 10' offset from PP9 Photo No. 52
Year 3 - 10' offset from PP9 Photo No. 53
Photo Station 10
Lick Creek Monitoring Year 3 11/11/08
Year 1 Photo No. 54
Year 2 Photo No. 55
Year 3 Photo No. 56
Photo Station II
t" fir
<?., F r r It: #
•',?' n le ''? c"? ? d 9 a
,• ''s .`i +?? .peg'" s. ,
Year 1 Photo No. 57
Year 2 - 10' offset from PP 11 Photo No. 58
t
rN
Year 3 - 10' offset from PP 11 Photo No. 59
Lick Creek Monitoring Year 3 11/11/08
Table 131. 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 N/A 100%
3. Facet grade appears stable 25 25 N/A 100%
4. Minimal evidence of embedding/fining 25 25 N/A 100%
5. Length a ro riate 25 25 N/A 100% 100%
B. Pools 1. Present 26 26 N/A 100%
2. Sufficentl deep 26 26 N/A 100%
3. Length appropriate 26 26 N/A 100% 100%
C. Thalweg 1. Upstream of meander bend centered 13 13 N/A 100%
2. Downstream of meander bend centered 13 13 N/A 100% 100%
D. Meanders 1. Outer bend in state of limited erosion 23 26 N/A 88%
2. Of those eroding, # w/ concomitant point bar formation 0 N/A N/A 88%
3. Apparent Rc within specification 26 26 N/A 100%
4. Sufficient flood lain access and relief 25 26 N/A 96% 95%
E. Bed General 1. General channel bed a gradation areas N/A N/A 1/50 99%
2. Channel bed degradation - areas of increasing down-
cuttin or head-cutting
N/A
N/A
1/100
98%
99%

F. Vanes 1. Free of back or arm scour 16 17 N/A 94%
2. Height appropriate 17 17 N/A 1000
3. Angle and geometry appear appropriate 17 17 N/A 100%
4. Free of piping or other structural failures 15 17 N/A 88% 96%
Wads/Boulders
G 1. Free of scour 33 33 NIA 100%
. 2. Footing stable 33 33 N/A 100% 100%
Table 131. Visual Morphological Stability Assessment
Lick Creek Stream Restoration Site (D04013-1)
Lick Creek: Reach 2 1,870 ft
(# Stable) Total Total % Feature
Number Number Number / Performing Performing
Feature Category Metric Performing per As feet in in Stable Mean or
as built unstable Condition Total
Intended state
Riffles
A 1. Present 9 11 N/A 82°%
. 2. Armor stable 2 2 N/A 100%
3. Facet grade appears stable 5 11 N/A 45%
Minimal evidence of embedding/fining
4 11 11 N/A 100%
.
5. Length appropriate 9 11 N/A 82% 82%
Pools
B 1. Present 10 11 N/A 91%
. Sufficentl deep
2 10 11 N/A 91%
.
3. Length appropriate 10 11 N/A 91% 91%
C. Thalweg 1. Upstream of meander bend centered 5 5 N/A 100%
100%
100%
2. Downstream of meander bend centered 6 6 N/A
Meanders
D 1. Outer bend in state of limited erosion 6 11 N/A 550
. 2. Of those eroding, # w/ concomitant point bar formation 3 N/A N/A 73%
Apparent Rc within specification
3 11 11 N/A 100%
.
4. Sufficient flood lain access and relief 11 11 N/A 100% 82%
Bed General
E 1. General channel bed a gradation areas N/A N/A 2/40 98%
. Channel bed degradation -areas of increasing down-
2
.
cuttin or head-cutting N/A N/A 3/60 97% 98%
Vanes
F 1. Free of back or arm scour 10 13 77%
. Hei ht a ro riate
2 13 13 A
! 100%
.
3. An le and eomet a ear a ro riate 13 13 N/A
A 100%
85%
90%
4. Free of piping or other structural failures 11 13 N/
100%
G. Wads/Boulders 1. Free of scour 22 22
22 N/A
N/A 100% 100%
15 . Footin stable 22
Table 137. 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 15 17 N/A 88%
4. Minimal evidence of embedding/fining 17 17 N/A 100%
5. Length appropriate 17 17 N/A 100% 96%
B. Pools 1. Present 18 18 N/A 100%
2. Sufficentl 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 17 18 N/A 94%
2. Of those eroding, # w/ concomitant point bar formation 0 N/A N/A 94%
3. Apparent Rc within specification 18 18 N/A 100%
4. Sufficient flood lain access and relief 18 18 N/A 100% 98%

E. Bed General 1. General channel bed a gradation areas N/A N/A 1/50 99%
2. Channel bed degradation - areas of increasing down-
cutting or head-cutting
N/A
N/A
1/5
99%
99

F. Vanes 1. Free of back or arm scour 29 30 N/A 97%
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 26 30 N/A 87% 96%

Ms/Boulders 1. Free of scour 35 35 N/A 100%
2. Footing stable 36 36 N/A 100% 100%
Lick Creek Stream Restoration Site
Lee County, NC
Cross Section No. 1
Reach 1 - Wallace Branch - Sta 12+83

ya'
Year2
?f R C.
Year3
Cross Section
220
218
216
214
212
_Ile
C.
210
m
°_' 208
w
206
204
202
200
0
-As-built
-Year 1
Year 2
Year 3
Year 4
-Year 5
10 20 30 40 50 60
Station (ft)
As-Built Year 1 Year 2 Year 3 Year 4 Year 5
Date 5/4/06 Date 11/17/06 Date 11/26/07 Date 10/23/08 Date 0/0/0 Date 0/010
Area 60.5 Area 63.8 Area 62.7 Area 64.2 Area 0.0 Area 0.0
Bkf W 26.5 Bkf W 27 Bkf W 27 Bkf W 27.3 Bkf W 10 Bkf W 10
Dmean 2.3 Dmean 2.4 Dmean 2.3 Dmean 2.3 Dmean 0.0 Dmean 0.0
Dmax 3.9 Dmax 4.3 Dmax 4.4 Dmax 4.3 Dmax 0.0 Dmax 0.0
W/d 11.6 W/d 11.4 W/d 11.6 W/d 11.6 W/d 0.0 W/d 0.0
Lick Creek Stream Restoration Site
Lee County, NC
Cross Section No. 1
Reach 1 - Wallace Branch - Sta 12+83
As- Bulk Yea r 1 Yea r 2
Station FS/BS Elev. Desc. Station FS/BS Elev. Desc. Station FS/BS Elev. Desc.
BM 4.65 213.24 IR Lt BM 5.54 213.24 IR Lt BM 5.01 213.24 IR Lt
HI 217.89 HI 218.78 HI 218.25
0 4.75 213.14 GRND 1 5.65 213.13 0 5.07 213.18
2 4.88 213.01 8 5.93 212.85 ToB 5 5.30 212.95
5 4.96 212.93 11.5 6.06 212.72 BKF 10 5.34 212.91
9 5.00 212.89 15 7.22 211.56 11.5 5.51 212.74
12 5.31 212.58 TOB 18 8.53 210.25 14 6.20 212.05
15 6.44 211.45 19.9 9.19 209.59 16 6.96 211.29
18 7.70 210.19 21.3 9.28 209.50 LEW 18 7.95 210.30
20 8.36 209.53 21.4 9.36 209.42 19 8.22 210.03
21.5 8.59 209.30 22.4 9.82 208.96 TOE 20 8.56 209.69
22.8 9.05 208.84 EOW 23.1 10.24 208.54 21 8.60 209.65
23.2 9.20 208.69 24.2 10.40 208.38 22 8.84 209.41
24.5 9.22 208.67 25.1 10.39 208.39 22.3 8.95 209.30
26.1 9.16 208.73 26 10.25 208.53 TOE 22.8 9.65 208.60 EOW
27 9.04 208.85 EOW 26.3 10.22 208.56 23.4 9.77 208.48
28.2 8.59 209.30 27.5 9.69 209.09 REW 24 9.78 208.47
29.5 8.48 209.41 29.4 9.35 209.43 25 9.87 208.38
32 7.71 210.18 30.9 8.78 210.00 BKF 26 9.90 208.35
36 6.07 211.82 HW 34.7 7.45 211.33 ToB 26.9 9.66 208.59 EOW
38.5 5.22 212.67 TOB 38.5 6.07 212.71 27.3 9.25 209.00
43 4.92 212.97 44 5.76 213.02 28.4 8.83 209.42
48 4.56 213.33 51 5.39 213.39 IR Rt 29.8 8.80 209.45
51.7 4.43 213.46 IP 51 5.55 213.23 30.4 8.52 209.73
31.4 8.22 210.03
32 8.03 210.22
33 7.61 210.64
35 6.83 211.42
37 6.04 212.21
38.5 5.54 212.71
40 5.40 212.85
42 5.27 212.98
48 4.85 213.40
5136 4.80 213.45
51.7 4.75 213.50 IR Rt
Ye ar 3
Station FS/BS Elev. Desc.
BM 5.02 213.71 IR Lt
HI 218.73
-20 6.05 212.68
-10 5.94 212.79
0 5.62 213.11 GRND
5 5.81 212.92
10 5.87 212.86 TOB
11.6 6.07 212.66
13.8 6.73 212.00
16 7.43 211.30
17.5 8.15 210.58
19 8.74 209.99
20.3 9 209.73
21.8 9.12 209.61
22.3 9.83 208.90 EOW
23 10.2 208.53
24 10.3 208.43
25.5 10.37 208.36
26.7 10.32 208.41
27.2 9.83 208.90 EOW
28.3 9.4 209.33
29.8 9.36 209.37
32 8.62 210.11
34 7.74 210.99
36 7.01 211.72
37.5 6.48 212.25
38.7 6.12 212.61
42 5.88 212.85 TOB
46 5.61 213.12
49 5.48 213.25
51.7 5.41 213.32 GRND
55 5.09 213.64
60 4.98 213.75
70 5.16 213.57
100.00
Lick Creek Stream Restoration Site
Lee County, NC
Cross Section No. 2 - Pool
Reach 1 - Wallace Branch - Sta 13+78
Downstream
Cross Section
220 --- ---- - -- -- - - --- -- -
218
216
214
212
210
co
208
w
206
204
202
200
0
-.-As-built
-Year 1
Year 2
x Year 3
Year 4
-Year 5
10 20 30 40 50 60
Station (ft)
As-Built Year 1 Year 2 Year 3 Year 4 Year 5
Date 5/4/06 Date 11/17/06 Date 11/26/07 Date 10/23/08 Date 0/0/0 Date 0/0/0
Area 69.2 Area 72.3 Area 83.5 Area 88.1 Area 0.0 Area 0.0
Bkf W 27.3 Bkf W 25.7 Bkf W 26.2 Bkf W 26.2 Bkf W 10 Bkf W 10
Dmean 2.5 Dmean 2.8 Dmean 3.2 Dmean 3.4 Dmean 0.0 Dmean 0.0
Dmax 5.0 Dmax 5.2 Dmax 5.9 Dmax 6.1 Dmax 0.0 Dmax 0.0
W/d 10.8 W/d 9.1 W/d 8.2 W/d 7.8 W/d 0.0 W/d 0.0
Lick Creek Stream Restoration Site
Lee County, NC
Cross Section No. 2 -Pool
Reach 1 - Wallace Rranch - Sta 13+78
HI 217.89
0 4.87 213.02
3 5.03 212.86
8 4.99 212.90
13 4.98 212.91
15 5.69 212.20
18 7.27 210.62
20 8.36 209.53
21.5 9.16 208.73
22.5 10.09 207.80
24.4 10.91 206.98
26 11.09 206.80
28 10.93 206.96
30 10.06 207.83
31.2 9.96 207.93
33.5 8.46 209.43
37 7.47 210.42
40 6.61 211.28
42.3 6.08 211.81
45 5.46 212.43
50 5.20 212.69
55 5.01 212.88
56.9 4.84 213.05
Lt
7 4.99 212.96
12.2 4.99 212.96 ToB
15.4 5.91 212.04
16.3 6.35 211.60 BKF
18 7.21 210.74
19.4 7.95 210.00
19.8 8.54 209.41 LEW
20.6 9.54 208.41
22 10.60 207.35
23.1 11.22 206.73
24.4 11.44 206.51
26.1 11.57 206.38
27.2 11.46 206.49
28.4 11.35 206.60
29.8 11.10 206.85
30.5 10.71 207.24
31.8 10.21 207.74
32 10.20 20715 TOE
34.2 8.60 20935 REW
36.7 7.53 210.42
39 6.96 210.99 BKF
42 6.10 211.85
45 5.62 212.33 ToB
50 5.21 212.74
56.7 5.08 212.87
56.7 4.90 213.05 IR Rt
5 5.14 213.01
10 5.24 212.91
13 5.19 212.96
14 5.54 212.61
16 6.23 211.92
17 6.63 211.52
18 7.24 210.91
19 7.75 210.40
19.5 8.16 209.99
20.2 9.02 209.13
20.3 9.73 208.42 EOW
21 10.20 207.95
22 11.04 207.11
23 11.60 206.55
24 12.04 206.11
25 12.20 205.95
26 12.14 206.01
27 12.10 206.05
28 12.08 206.07
29 11.95 206.20
30 11.83 206.32
31 11.68 206.47
31.2 10.86 207.29
32 10.63 207.52
33 10.20 207.95
33.5 9.75 208.40 EOW
35 8.56 209.59
36.6 7.69 210.46
38 7.47 210.68
39.3 7.08 211.07
40.5 6.72 211.43
42.2 6.32 211.83
44 6.22 211.93
45.2 5.85 212.30
47 5.62 212.53
50 5.36 212.79
53 5.31 212.84
56.9 5.25 212.90
Year 3
Station FS/BS Elev.
BM 5.02 213.71
HI 218.73
-20 5.77 212.96 7
-10 6.03 212.70

0
5.78
212.95 GRND
5 5.89 212.84
10 5.82 212.91
13 5.8 212.93
16 6.81 211.92 TOB
17 7.39 211.34
181 8.01 210.72
19.6 8.89 209.84
20.2 9.6 209.13
20.4 11.1 207.63
23.5 12.4 206.33
26 12.84 205.89
28 13 205.73
30 12.9 205.83
31.8 12.48 206.25
33.1 11.05 207.68
34.3 9.99 20834 EOW
35 9.12 209.61
37 8.32 210.41
39.5 7.6 211.13
42.4 6.9 211.83 TOB
44 6.8 211.93
46 6.35 212.38
49 6.05 212.68
52 5.98 212.75
55 5.88 212.85
57 5.88 212.85 GRND
61 5.85 212.88
70 5.85 212.88
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

Lick Creek Stream Restoration Site
Lee County, NC
Cross Section No. 3 - Riffle
Reach 2 - Lick Creek - Sta 13+37

m
i
Y l
6 c
YY+ 6 :?
Year2 Year3
Cross Section
220
218

216

214
-As-built
Year1
212
0 2
VA- Year 2
10
-
.a
>
?s Year 3
W 208 -) Year 4
20 -Year 5
6

204

202

200
0 10 20 30 40 50 60
Station (ft)
As-Built Year 1 Year 2 Year 3 Year 4 Year 5
Date 5/5/06 Date 11/17/06 Date 11/26/07 Date 10/23/08 Date 0/0/0 Date 0/0/0
Area 64.5 Area 68.0 Area 69.8 Area 69.4 Area 0.0 Area 0.0
Bkf W 28.9 Bkf W 27 Bkf W 26.4 Bkf W 26.4 Bkf W 10 Bkf W 10
Dmean 2.2 Dmean 2.5 Dmean 2.6 Dmean 2.6 Dmean 0.0 Dmean 0.0
Dmax 4.4 Dmax 4.5 Dmax 4.5 Dmax 4.8 Dmax 0.0 Dmax 0.0
W/d 13.0 W/d 10.7 W/d 10.0 W/d 10.0 W/d 0.0 W/d 0.0
Lick Creek Stream Restoration Site
Lee County, NC
Cross Section No. 3 - Riffle
Reach 2 - Lick Creek - Sta 13+37
As- Built Yea r 1 Yea r 2
Station FS/BS Elev. Desc. Station FS/BS Elev. Desc. Station FS/BS Elev. Desc.
BM 4.77 213.72 IR Lt BM 4.56 213.72 IR Lt BM 5.16 213.72 IR Lt
HI 218.49 HI 218.28 HI 218.88
0 4.84 213.65 1 4.70 213.58 0 5.24 213.64
5 5.10 213.39 6 4.81 213.47 5 5.38 213.50
10 4.86 213.63 11.5 4.64 213.64 ToB 10 5.29 213.59
14.5 5.26 213.23 TOB 16 5.49 212.79 13 5.48 213.40
17 6.00 212.49 19.8 6.85 211.43 BKF 15 5.81 213.07
20 7.20 211.29 21.7 8.32 209.96 LEW 16.5 6.09 212.79
24 8.25 210.24 22.7 9.60 208.68 TOE 18 6.82 212.06
25.2 9.26 209.23 EOW 25.2 10.06 208.22 THL 19.4 7.18 211.70
26 9.87 208.62 26.7 9.95 208.33 20.2 7.35 211.53
27 10.10 208.39 28 9.77 208.51 20.9 7.88 211.00
29 9.89 208.60 29.2 9.59 208.69 21 9.99 208.89
32 9.78 208.71 303 9.42 208.86 21.2 10.11 208.77 EOW
33.4 9.76 208.73 32 9.41 208.87 21.9 10.58 208.30
33.7 9.29 209.20 EW 33.3 9.55 208.73 23 10.67 208.21
35.3 8.30 210.19 34 9.56 208.72 TOE 25 10.52 208.36
37.4 7.48 211.01 HW 34.6 8.36 209.92 REW 27 10.63 208.25
40 6.64 211.85 35.3 7.51 210.77 29 10.41 208.47
43.4 5.69 212.80 TOB 37.5 7.23 211.05 31 10.11 208.77 EOW
50 5.67 212.82 39.3 6.49 211.79 BKF 33 10.05 208.83
55 5.44 213.05 43 5.56 212.72 ToB 33.8 10.13 208.75
57.8 5.35 213.14 IP 47 5.40 212.88 34.6 9.59 209.29
57.6 5.10 213.18 Stake Rt 35 8.93 209.95
36.5 8.02 210.86
37.5 7.62 211.26
38.8 7.40 211.48
40 6.73 212.15
41 6.48 212.40
43 6.19 212.69
46 5.91 212.97
50 6.02 212.86
55 5.75 213.13
57.9 5.80 213.08 GROUND
Ye ar 3
Station FS/BS Elev. Desc.
BM 9.05 209.81 IR Lt
HI 218.86
-20 5.55 213.31
-10 5.17 213.69
0 5.19 213.67 GRND
5 5.29 213.57
10 5.28 213.58
13 5.40 213.46
16 6.00 212.86 TOB
18 6.68 212.18
19.6 7.10 211.76
20.5 7.61 211.25
20.9 10.10 208.76 EOW
22.1 10.37 208.49
23 10.55 208.31
24.5 10.86 208.00
25.7 10.92 207.94
27.4 10.99 207.87
28.6 10.81 208.05
29.5 10.73 208.13
30.3 10.11 208.75 EOW
30.7 9.76 209.10
31.4 9.38 209.48
34 9.44 209.42
35 9.00 209.86
36.9 7.65 211.21
38.8 7.39 211.47
40.6 6.48 212.38
42 6.12 212.74 TOB
46 5.94 212.92
50 6.01 212.85
53 5.79 213.07
56 5.58 213.28
58 5.78 213.08 GRND
63 5.62 213.24
67 5.83 213.03
72 5.99 212.87
100.00
Lick Creek Stream Restoration Site
Lee County, NC
Cross Section No. 4 - Pool
Reach 2 - Lick Creek - Sta 15+91
10
a t
t
=r? may' ham,
Year2 Year3
Cross Section
220
218

216

214

d BAs-built
Year1
212
210 #'? Year2
- Year 3
208 yE w Y
4
W c. ear
-Year 5
206
i
204
i
I
202

200
0.0 10.0 20.0 30.0 40.0 50.0 60.0
Station (ft)
As-Built Year 1 Year 2 Year 3 Year 4 Year 5
Date 5/5/06 Date 11/17/06 Date 11/26/07 Date 10/23/08 Date 0/0/0 Date 0/0/0
Area 105.2 Area 109.7 Area 102.9 Area 96.2 Area 0.0 Area 0.0
Bkf W 36.2 Bkf W 38.1 Bkf W 36 Bkf W 36 Bkf W 10 Bkf W 10
Dmean 2.9 Dmean 2.9 Dmean 2.9 Dmean 2.7 Dmean 0.0 Dmean 0.0
Dmax 5.8 Dmax 5.7 Dmax 5.4 Dmax 4.9 Dmax 0.0 Dmax 0.0
W/d 12.5 W/d 13.2 W/d 12.6 W/d 13.5 W/d 0.0 W/d 0.0
Lick Creek Stream Restoration Site
Lee County, NC
Cross Section No. 4 - Pool
Reach 2 - Lick Creek - Sta 15+91
As- Built Ye ar 1 Ye ar 2
Station FS/BS Elev. Desc. Station FS/BS Elev. Desc. Station FS/BS Elev. Desc.
BM 5.27 212.56 IR Lt BM 5.80 212.56 IR Lt BM 6.00 212.56 IR Lt
HI 217.83 HI 218.36 HI 218.56
0.0 5.31 212.52 1.0 5.86 212.50 0 6.04 212.52
5.0 5.42 212.41 7.0 5.96 212.40 5 6.17 212.39
10.0 5.23 212.60 11.9 5.85 212.51 ToB 10 5.96 212.60
12.2 5.27 212.56 TOB 15.5 6.72 211.64 BKF 12 6.02 212.54
17.0 6.47 211.36 17.5 6.98 211.38 15 6.84 211.72
19.6 7.28 210.55 HW 20.0 8.38 209.98 17.2 7.09 211.47
22.0 8.03 209.80 20.3 9.10 209.26 LEW 19 7.69 210.87
24.0 8.48 209.35 20.4 9.58 208.78 TOE 21 8.60 209.96
26.5 9.23 208.60 EW 21.5 10.59 207.77 22 8.92 209.64
27.5 10.13 207.70 23.0 10.49 207.87 22.8 8.98 209.58
29.0 10.16 207.67 24.7 10.26 208.10 23.8 9.26 209.30
31.0 10.11 207.72 26.4 10.50 207.86 24.5 9.87 208.69
33.0 10.32 207.51 28.0 10.22 208.14 25.7 10.04 208.52
35.0 10.82 207.01 29.6 10.25 208.11 26.1 10.19 208.37 EOW
36.0 11.04 206.79 31.1 10.24 208.12 27.5 10.44 208.12
39.0 9.95 207.88 32.8 10.63 207.73 29 10.38 208.18
39.3 7.39 210.44 35.0 11.51 206.85 31.4 10.85 207.71
42.0 7.49 210.34 36.2 11.38 206.98 33 10.98 207.58
44.0 7.07 210.76 37.3 10.77 207.59 34.5 11.03 207.53
46.0 6.11 211.72 38.8 10.26 208.10 TOE 36 11.35 207.21
48.4 4.96 212.87 TOB 38.9 9.11 209.25 REW 36.8 11.45 207.11
50.0 4.89 212.94 39.2 8.01 210.35 37.2 10.99 207.57
55.0 4.94 212.89 41.0 7.99 210.37 38.7 10.50 208.06
60.0 4.74 213.09 43.5 7.63 210.73 39 10.15 208.41 EOW
63.2 4.61 213.22 IP RT 45.5 6.79 211.57 BKF 39.4 8.13 210.43
50.0 5.35 213.01 ToB 41 8.25 210.31
55.0 5.28 213.08 42 8.03 210.53
61.0 5.28 213.08 416 7.81 210.75
610 5.25 213.11 46 6.76 211.80
63.0 5.16 213.20 IR Rt 48 6.00 212.56
49 5.60 212.96
50 5.50 213.06
55 5.52 213.04
60 5.51 213.05
63.3 5.49 213.07 GROUND
Ye ar 3
Station FS/BS Elev. Desc.
BM 8.72 209.63 IR Lt
HI 218.35
-20 5.43 212.92
-10 5.73 212.62
0 5.79 212.56 GRND
7 5.91 212.44
11.8 5.79 212.56 TOB
15.7 6.75 211.60
17.3 6.84 211.51
20.7 8.19 210.16
22.6 8.45 209.90
24 9.34 209.01
24.9 9.77 208.58
27.5 9.96 208.39
28.4 10.29 208.06 EOW
29.5 10.53 207.82
31.4 10.42 207.93
33.2 10.32 208.03
34.4 10.43 207.92
35.4 10.50 207.85
36.3 10.71 207.64
37.4 10.68 207.67
38.2 10.49 207.86
39.3 7.91 210.44
40.9 7.92 210.43
42.4 7.55 210.80
43.9 7.44 210.91
46.5 6.28 212.07
47.3 6.05 212.30
48.9 5.35 213 TOB
50.4 5.3 213.05
56.4 5.34 213.01
62 5.12 213.23
63.3 5.25 213.1 GRND
68 5.26 213.09
71 5.16 213.19
0.00
100.00
Lick Creek Stream Restoration Site
Lee County, NC
Cross Section No. 5 - Riffle
Reach 3 - Lick Creek - Sta 14+41.5
M
Year 2
Year 3
Cross Section
220
218
216
214
212
c
°- 210 Y 'J
> \ Y-
208
UJI
A
206 X
204
202
='?xv
200
-As-built
-Year 1
Year 2
-*-Year 3
* Year 4
t Year 5
0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0
Station (ft)
As-Built Year 1 Year 2 Year 3 Year 4 Year 5
Date 5/5/06 Date 11/17/06 Date 11/26/07 Date 10/24/08 Date 010/0 Date 0/0/0
Area 150.3 Area 162.1 Area 160.2 Area 164.0 Area 0.0 Area 0.0
Bkf W 42.3 Bkf W 43.4 Bkf W 44.5 Bkf W 44.5 Bkf W 10 Bkf W 10
Dmean 3.6 Dmean 3.7 Dmean 3.6 Dmean 3.7 Dmean 0.0 Dmean 0.0
Dmax 5 9 Dmax 6.8 Dmax 7.0 Dmax 8.3 Dmax 0.0 Dmax 0.0
W/d 11.9 W/d 11.6 W/d 12.4 W/d 12.1 W/d 0.0 W/d 0.0
Lick Creek Stream Restoration Site
Lee County, NC
Cross Section No. 5 - Riffle
Reach 3 - Lick Creek - Sta 14+41.5
As- Built Ye ar 7 Ye ar 2
Station FS/BS Elev. Desc. Station FS/BS Elev. Desc. Station FS/BS Elev. Desc.
BM 5.13 209.56 IR Lt BM 412 209.56 IR Lt BM 5.18 209.56 IR Lt
HI 214.69 H I 214.28 HI 214.74
0.0 5.22 209.47 GRND 2.0 4.83 209.45 0 5.22 209.52
5.0 5.07 209.62 7.0 4.66 209.62 5 5.07 209.67
10.0 5.25 209.44 12.0 4.76 209.52 10 5.23 209.51
13.0 5.25 209.44 TOB 14.2 4.91 209.37 ToB 12 5.22 209.52
16.0 6.11 208.58 18.0 6.17 208.11 14 5.39 209.35
19.0 7.31 207.38 20.4 7.17 207.11 BKF 16 5.97 208.77
22.0 8.48 206.21 22.0 7.75 206.53 18.2 6.81 207.93
25.0 9.38 205.31 24.4 8.35 205.93 19.4 7.10 207.64
27.7 10.36 204.33 26.8 9.32 204.96 21 7.56 207.18
29.6 10.49 204.20 EOW 27.0 9.79 204.49 LEW 24 8.73 206.01
31.0 11.04 203.65 28.3 10.46 203.82 TOE 25.5 9.01 205.73
33.0 11.16 203.53 30.0 10.51 203.77 26.5 9.40 205.34
35.0 11.18 203.51 32.0 10.96 203.32 27.6 9.61 205.13
37.0 11.00 203.69 34.3 11.23 203.05 30.4 10.66 204.08
39.0 10.88 203.81 36.3 11.26 203.02 30.5 11.23 203.51 EOW
40.8 10.49 204.20 EOW 38.0 11.37 202.91 31 12.00 202.74
43.6 10.09 204.60 40.4 11.73 202.55 32 12.40 202.34
44.6 9.51 205.18 43.0 11.20 203.08 33 12.26 202.48
47.0 8.47 206.22 44.0 10.39 203.89 34 12.24 202.50
50.0 7.06 207.63 45.0 10.22 204.06 35 12.31 202.43
53.5 5.67 209.02 45.1 9.80 204.48 REW 37 12.39 202.35
55.3 5.00 209.69 TOB 45.2 8.57 205.71 BOULDER 39.7 12.44 202.30
58.0 4.84 209.85 47.3 8.33 205.95 41 12.45 202.29
62.0 4.46 210.23 49.0 7.52 206.76 42 12.43 202.31
67.0 4.68 210.01 50.8 7.22 207.06 43 12.69 202.05
68.7 4.55 210.14 53.0 5.94 208.34 BKF 44 12.06 202.68
68.7 4.46 210.23 IR RT 56.0 5.21 209.07 44.6 11.72 203.02 EOW
57.6 4.61 209.67 ToB 44.6 11.24 203.50 ROCK
63.0 4.47 209.81 44.9 9.44 205.30
69.0 4.11 210.17 47 8.40 206.34
69.0 4.05 210.23 IR Rt 49 7.96 206.78
50 8.07 206.67
53 7.47 207.27
56 6.26 208.48
59 5.64 209.10
62 5.13 209.61
66 4.70 210.04
68.9 4.52 210.22 IR Rt
Year 3
Station FS/BS Elev. Desc.
BM 10.57 204.58 IR Lt
HI 215.15
-17 5.47 209.68
-9 5.80 209.35
0 5.56 209.59 GRND
4 5.54 209.61
10 5.59 209.56
14.4 5.77 209.38 TOB
18.1 7.03 208.12
19.9 7.39 207.76
21.3 7.50 207.65
23.7 8.56 206.59
25.4 8.96 206.19
26.8 9.73 205.42
28.6 10.03 205.12
29.8 11.01 204.14
30.6 11.32 203.83
30.8 11.52 203.63 EOW
31.1 13.13 202.02
33.3 13.07 202.08
35 13.36 201.79
36 1166 201.49
37 13.83 201.32
38 13.81 201.34
39 13.78 201.37
40 14.03 201.12
41 14.32 200.83
42 14.24 200.91
43 14.1 201.05
44 11.92 203.23
44.7 11.5 203.65 EOW
45 9.76 205.39 ROCK
48 8.25 206.9
50.8 8.22 206.93
52.7 7.83 207.32
54.4 7.49 207.66
56.9 6.37 208.78
64 5.32 209.83 TOB
66.5 4.97 210.18
68.9 4.91 210.24 GRND
72 5.09 210.06
77.6 5.59 209.56
85 5.88 209.27
90 6.11 209.04
Lick Creek Stream Restoration Site
Lee County, NC
Cross Section No. 6 - Pool
Reach 3 - Lick Creek - Sta 15+73.5

y

4
Y f
`4
Year 2 Year 3
Facing Downstream

Cross Section
220

218

216

214 -As-built
-Year 1
212
Year 2
210 ?u -Year3
W 208 K Year 4
-Year 5
206

204

202 -

200
0.0 10.0 20.0 30.0 40.0 50.0 60.0
Station (ft)

As-Built Year 1 Year 2 Year 3 Year 4 Year 5
Date 5/5/06 Date 11/17/06 Date 11/26/07 Date 10/24/08 Date 0/0/0 Date 0/0/0
Area 140.7 Area 164.1 Area 170.9 Area 169.4 Area 0.0 Area 0.0
Bkf W 43 Bkf W 45 Bkf W 43 Bkf W 43 Bkf W 10 Bkf W 10
Dmean 3.3 Dmean 3.6 Dmean 4.0 Dmean 3.9 Dmean 0.0 Dmean 0.0
Dmax 6.7 Dmax 7.8 Dmax 8.3 Dmax 7.6 Dmax 0.0 Dmax 0.0
W/d 13.1 W/d 12.3 W/d 10.8 W/d 10.9 W!d 0.0 W/d 0.0
Lick Creek Stream Restoration Site
Lee County, NC
Cross Section No. 6 - Pool
P-h 4- I ir4 r-.k - Ctn 11+71 F
5.0 5.65 209.06
10.0 5.93 208.78
13.0 6.19 208.52 TOB
16.0 6.73 207.98
20.0 7.57 207.14
24.0 8.53 206.18
26.2 9.10 205.61
28.4 9.20 205.51
30.2 9.70 205.01
31.9 10.46 204.25
32.5 10.78 203.93 EOW
32.9 11.61 203.10
34.5 12.20 202.51
36.0 12.36 202.35
38.0 12.30 202.41
40.0 12.48 202.23
42.0 12.10 202.61
44.0 12.50 202.21
45.8 12.90 201.81
46.7 9.52 205.19
48.9 9.13 205.58
51.0 7.96 206.75
54.0 6.70 208.01
56.0 6.00 208.71
57.0 5.64 209.07 TOB
59.0 5.20 209.51
62.0 5.06 209.65
66.0 4.72 209.99
70.9 4.68 210.03
70.9 4.56 210.15 IR RT
HI 214.08
1.0 4.90 209.18
7.0 5.07 209.01
9.0 5.16 208.92 ToB
11.0 5.31 208.77
15.0 5.78 208.30
21.0 6.95 207.13 BKF
24.0 7.76 206.32
27.3 7.94 206.14
29.0 8.36 205.72
29.5 8.63 205.45
30.7 9.74 204.34 LEW
32.0 10.70 203.38
34.0 11.94 202.14 TOE
35.0 11.73 202.35
36.5 11.99 202.09
38.0 12.64 201.44
39.0 12.82 201.26
40.0 13.16 200.92
41.3 13.05 201.03
43.0 12.61 201.47
44.7 12.40 201.68
46.0 12.31 201.77 REW
462 9.73 204.35
47.0 9.17 204.91
49.3 8.92 205.16
51.7 8.28 205.80
53.3 613 20735
54.3 6.30 207.78 BKF
56.0 5.43 208.65
58.0 4.86 209.22 ToB
60.0 4.50 209.58
64.0 4.43 209.65
68.0 3.96 210.12 IR Rt
71.0 4.12 209.96
0 5.95 209.23
5 6.08 209.10
10 6.29 208.89
12 6.43 208.75
14 6.68 208.50
16 7.10 208.08
19 7.61 207.57
21.7 8.51 206.67
23 8.77 206.41
25 8.91 206.27
26.7 9.15 206.03
27.9 9.65 205.53
293 9.81 205.37
30.2 10.42 204.76
31.1 11.78 203.40
32.2 13.00 202.18
32.8 13.57 201.61
34.5 13.75 201.43
36 13.89 201.29
38 14.35 200.83
39.5 14.76 200.42
41 14.75 200.43
43 14.29 200.89
45 1197 201.21
45.7 13.75 201.43
45.7 11.76 203.42
46.4 10.27 204.91
48 9.82 205.36
49 9.44 205.74
50 9.12 206.06
52 8.89 206.29
53.7 8.61 206.57
54.5 7.47 207.71
56 6.48 208.70
58 5.87 209.31
60 5.59 209.59
613 5.59 209.59
62 5.94 209.24
65 5.96 209.22
67 5.38 209.80
Ye ar 3
Station FS/BS Elev. Desc.
BM 10.57 204.58 IR Lt
HI 215.15
-18 6.33 208.82
-15 5.99 209.16
-5 6.02 209.13
0 5.90 209.25 GRND
4 5.95 209.20
10.2 6.22 208.93
13 6.38 208.77 TOB
14.4 6.63 208.52
15 6.84 208.31
16.3 6.99 208.16
17.6 7.33 207.82
19.3 7.43 207.72
20.6 7.79 207.36
22.3 8.62 206.53
23.4 8.68 206.47
25.3 9.08 206.07
26.6 9.87 205.28
29.9 11.31 203.84 EOW
32 12.57 202.58
34 13.00 202.15
35.9 13.02 202.13
38.4 13.62 201.53
42 14.03 201.12
44.6 13.98 201.17
45.8 13.81 201.34
45.9 11.64 203.51 EOW
46.4 10.40 204.75 LOG
48.1 10.47 204.68
49.2 9.84 205.31
50 9.46 205.69
51.5 9.28 205.87
52.9 8.9 20625
55.7 6.56 208.59 TOB
57.4 5.99 209.16
58.2 5.79 209.36
60.5 5.49 209.66
62 5.92 209.23
65 5.92 209.23
68.9 5.39 209.76
70.9 5.21 209.94 GRND
72 5.15 210
76 6.03 209.12
79 6.22 208.93

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Lick Creek Stream Restoration Site
Lee County, NC
Profile Reach 1 - Wallace Branch
HI Station FS Elev. Depth Elev.
218.73 1000 10.67 208.06 209.57
218.73 1010 10.63 208.10 209.57
218.73 1026 10.43 208.30 1.27 209.57
218.73 1040 10.67 208.06 1.52 209.58
218.73 1055 10.94 207.79 1.82 209.61
218.73 1063 11.48 207.25 2.34 209.59
218.73 1080 11.11 207.62 1.97 209.59
218.73 1100 10.94 207.79 1.76 209.55
218.73 1112 10.85 207.88 1.67 209.55
218.73 1130 10.73 208.00 1.56 209.56
218.73 1140 10.39 208.34 1.23 209.57
218.73 1160 10.33 208.40 1.16 209.56
218.73 1183 10.19 208.54 1.02 209.56
218.73 1188 9.44 209.29 0.22 209.51
218.73 1193 9.65 209.08 0.23 209.31
218.73 1210 13.13 205.60 3.32 208.92
218.73 1220 11.73 207.00 1.98 208.98
218.73 1230 12.37 206.36 2.59 208.95
218.73 1245 11.81 206.92 2.01 208.93
218.73 1258 11.35 207.38 1.53 208.91
218.73 1270 10.53 208.20 0.75 208.95
218.73 1290 10.42 208.31 0.59 208.90
218.73 1305 10.85 207.88 1.02 208.90
218.73 1320 10.84 207.89 0.99 208.88
218.73 1338 11.04 207.69 1.19 208.88
218.73 1343 10.34 208.39 0.45 208.84
218.73 1349 10.33 208.40 0.43 208.83
218.73 1354 13.55 205.18 3.60 208.78
218.73 1360 13.92 204.81 4.00 208.81
218.73 1367 14.41 204.32 4.49 208.81
218.73 1384 12.37 206.36 2.44 208.80
218.73 1400 11.45 207.28 1.53 208.81
218.73 1412 11.59 207.14 1.64 208.78
218.73 1422 10.73 208.00 0.80 208.80
218.73 1432 10.46 208.27 0.47 208.74
218.55 1445 10.26 208.29 0.24 208.53
218.55 1460 11.89 206.66 1.85 208.51
218.55 1470 12.57 205.98 2.53 208.51
218.55 1480 11.26 207.29 1.23 208.52
218.55 1488 10.44 208.11 0.38 208.49
218.55 1498 13.93 204.62 3.85 208.47
218.55 1510 14.50 204.05 4.44 208.49
218.55 1525 12.29 206.26 2.24 208.50
218.55 1534 10.23 208.32 0.18 208.50
218.55 1550 13.56 204.99 3.43 208.42
218.55 1568 13.91 204.64 3.81 208.45
218.55 1580 13.11 205.44 3.03 208.47
218.55 1590 11.26 207.29 1.15 208.44
218.55 1600 11.15 207.40 1.05 208.45
218.55 1612 11.18 207.37 1.12 208.49
218.55 1632 11.68 206.87 1.61 208.48
218.55 1650 12.00 206.55 1.94 208.49
218.55 1670 12.27 206.28 2.20 208.48
218.55 1680 12.58 205.97 2.49 208.46
218.55 1696 11.69 206.86 1.60 208.46
218.55 1700 10.34 208.21 0.27 208.48
218.55 1715 10.48 208.07 0.39 208.46
215.22 1730 7.29 207.93 0.45 208.38
215.22 1750 7.51 207.71 0.63 208.34
215.22 1760 8.62 206.60 1.75 208.35
215.22 1775 8.73 206.49 1.85 208.34
215.22 1790 9.04 206.18 2.17 208.35
215.22 1808 9.77 205.45 2.89 208.34
215.22 1815 10.65 204.57 3.76 208.33
215.22 1825 10.87 204.35 4.00 208.35
215.22 1834 9.79 205.43 2.92 208.35
215.22 1845 9.07 206.15 2.20 208.35
Bankfull
Pool
HoR
Log Vane INV
Pool
Log Vane INV
Confluence with trib
Log Vane INV
RCV INV
Lick Creek Stream Restoration Site
Lee County, NC
Profile Reach 1 - Wallace Branch
Year 3
Bed Bed Water Water Bankfull Bankfull
HI Station FS Elev. De th Elev. FS Elev. Description
215.22 1854 7.09 208.13 0.19 208.32
215.22 1870 7.44 207.78 0.25 208.03
215.22 1887 7.59 207.63 0.35 207.98
215.22 1900 10.11 205.11 2.68 207.79
215.22 1915 8.39 206.83 0.90 207.73
215.22 1920 7.71 207.51 0.33 207.84
215.22 1930 7.87 207.35 0.40 207.75
215.22 1933 7.75 207.47 0.18 207.65 Log Vane INV
216.85 1945 11.41 205.44 2.15 207.59
216.85 1960 11.38 205.47 2.41 207.88
216.85 1975 10.97 205.88 1.72 207.60
216.85 1990 11.45 205.40 2.20 207.60
216.85 2000 11.39 205.46 2.15 207.61
216.85 2006 10.89 205.96 1.66 207.62
216.85 2010 9.54 207.31 0.29 207.60
216.85 2013 9.47 207.38 0.19 207.57 End Profile
-- ---
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Lick Creek Stream Restoration Site
Lee County, NIC
Profile Reach 2 - Lick Creek
220.01 1000 10.89 209.12 1.12 210.24 Begin Profile
220.01 1018 10.77 209.24 0.97
220.01 1025 11.1 208.91 1.29
220.01 1038 10.24 209.77 0.40 210.17
220.01 1047 11.45 208.56 1.64 210.20
220.01 1060 10.27 209.74 0.33 210.07 RCV INV
220.01 1073 13.92 206.09 3.48 209.57 Pool
220.01 1082 14.34 205.67 3.92 209.59
220.01 1095 12.88 207.13 2.43 209.56
220.01 1105 12.97 207.04 2.47 209.51
220.01 1121 10.8 209.21 0.35 209.56
220.01 1127 12.35 207.66 1.79 209.45
220.01 1136 12.52 207.49 2.02 209.51
220.01 1150 11.27 208.74 0.70 209.44
220.01 1171 11.06 208.95 0.50 209.45
220.01 1199 11.09 208.92 0.37 209.29
220.01 1209 12.13 207.88 1.36 209.24
220.01 1220 12.99 207.02 2.20 209.22
220.01 1230 13.28 206.73 2.50 209.23
220.01 1240 11.94 208.07 1.18 209.25
218.86 1251 9.87 208.99 0.15 209.14 Log Vane INV
218.86 1261 13.8 205.06 3.76 208.82 Pool
218.86 1270 11.9 206.96 1.88 208.84
218.86 1280 11.5 207.36 1.45 208.81
218.86 1292 10.65 208.21 0.65 208.86
218.86 1310 10.9 207.96 0.80 208.76
218.86 1324 10.78 208.08 0.72 208.80
218.86 1333 11.37 207.49 1.26 208.75
218.86 1345 10.63 208.23 0.56 208.79
218.86 1354 10.68 208.18 0.60 208.78
218.86 1370 10.67 208.19 0.55 208.74
218.86 1380 11 207.86 0.91 208.77
218.86 1390 10.95 207.91 0.85 208.76
218.86 1400 11.07 207.79 0.99 208.78
218.86 1410 10.63 208.23 0.55 208.78
218.86 1430 11 207.86 0.85 208.71
218.86 1445 11.35 207.51 1.25
218.35 1450 11.11 207.24 1.57 208.81
218.35 1455 11.32 207.03 1.71 208.74
218.35 1460 10.58 207.77 1.00 208.77
218.35 1476 10.75 207.60 1.15 208.75
218.35 1489 11.1 207.25 1.49 208.74
218.35 1502 11.21 207.14 1.62 208.76
218.35 1508 12.02 206.33 2.42 208.75
218.35 1514 12.75 205.60 3.11 208.71
218.35 1525 11.7 206.65 2.10 208.75
218.35 1538 11.96 206.39 2.33 208.72
218.35 1552 13.01 205.34 3.58 208.92
218.35 1560 12.44 205.91 2.81 208.72
218.35 1570 9.92 208.43 0.17 208.60 RCV INV
218.35 1581 13.45 204.90 3.17 208.07
218.35 1592 10.87 207.48 0.61 208.09
218.35 1597 10.65 207.70 0.35 208.05
218.35 1600 10.83 207.52 0.52 208.04
218.35 1610 10.9 207.45 0.62 208.07
218.35 1621 11.57 206.78 1.20 207.98
218.35 1634 12.24 206.11 1.88 207.99
218.35 1646 10.8 207.55 0.42 207.97
218.35 1655 11.92 206.43 1.52 207.95
218.35 1663 11.42 206.93 1.01 207.94
218.35 1675 12.24 206.11 1.83 207.94
218.35 1684 13.04 205.31 2.63 207.94
218.35 1693 13.89 204.46 3.49 207.95
218.35 1708 10.73 207.62 0.30 207.92
218.35 1722 11.84 206.51 1.35 207.86 Log Vane INV
218.35 1723 10.1 208.25 0.00 208.25
218.35 1730 13.05 205.30 2.54 207.84
Lick Creek Stream Restoration Site
Lee County, NC
Profile Reach 2 - Lick Creek
Year 2
Bed Bed Water Water Bankfull Bankfull
HI Station FS Elev. De th Elev. FS Elev. Description
218.35 1743 11.54 206.81 1.00 207.81
218.35 1755 11.44 206.91 0.95 207.86
218.91 1765 12.14 206.77 1.00 207.77 Log Vane INV
218.91 1776 13.71 205.20 2.65 207.85
218.91 1783 12.35 206.56 1.29 207.85
218.91 1795 11.55 207.36 0.49 207.85
218.91 1811 11.6 207.31 0.34 207.65
218.91 1830 12.01 206.90 0.61 207.51
218.91 1844 11.75 207.16 0.35 207.51
218.91 1863 11.76 207.15 0.35 207.50
218.91 1880 12.05 206.86 0.65 207.51
218.91 1900 12.19 206.72 0.76 207.48
218.91 1909 12.21 206.70 0.79 207.49
218.91 1917 14.01 204.90 2.59 207.49
218.91 1930 13.19 205.72 1.76 207.48
218.91 1940 13.52 205.39 2.07 207.46
218.91 1945 14.12 204.79 2.69 207.48
218.91 1957 13.76 205.15 2.33 207.48
218.91 1964 14.6 204.31 3.18 207.49
218.91 1979 12.65 206.26 1.23 207.49
218.91 1995 11.88 207.03 0.49 207.52
218.91 2000 11.8 207.11 0.41 207.52
218.91 2010 11.65 207.26 0.23 207.49
218.91 2020 13.12 205.79 1.63 207.42
218.91 2030 12.03 206.88 0.58 207.46
218.91 2038 11.93 206.98 0.39 207.37 End Profile

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Lick Creek Stream Restoration Site
Lee County, NC
Profile Reach 3 - Lick Creek
Year 2
Bed Bed Water Water Bankfull Bankfull
HI Station FS Elev. De th Elev. FS Elev. Description
215.67 1000 12.24 203.43 0.78 204.21 Begin Profile
215.67 1015 12.07 203.60 0.63 204.23
215.67 1030 12.18 203.49 0.72 204.21
215.67 1041 12.39 203.28 0.95 204.23 Log Vane INV
215.67 1065 13.65 202.02 2.15 204.17 Pool
215.67 1074 13.37 202.30 1.95 204.25 Pool
215.67 1081 13.18 202.49 1.72 204.21 Pool
215.67 1093 14.27 201.40 2.79 204.19
215.67 1108 13.32 202.35 1.85 204.20
215.67 1118 11.81 203.86 0.29 204.15 Log Vane INV
215.67 1125 15.50 200.17 3.04 203.21 Pool
215.67 1137 17.15 198.52 5.68 204.20
215.67 1156 16.88 198.79 5.30 204.09
215.67 1162 15.56 200.11 3.98 204.09
215.67 1170 13.74 201.93 2.76 204.69 Glide
215.67 1190 12.94 202.73 1.35 204.08
215.67 1220 12.30 203.37 0.72 204.09
215.67 1240 12.15 203.52 0.56 204.08
215.67 1268 11.90 203.77 0.30 204.07
215.67 1280 12.14 203.53 0.46 203.99
215.67 1296 12.53 203.14 0.82 203.96
215.67 1316 13.07 202.60 1.34 203.94
215.67 1323 12.28 203.39 0.60 203.99 Log Vane INV
215.67 1332 16.24 199.43 4.55 203.98 Pool
215.67 1347 16.11 199.56 4.46 204.02
215.67 1355 15.35 200.32 3.64 203.96
215.67 1368 12.41 203.26 0.73 203.99 Rock Vane INV
215.15 1379 14.16 200.99 2.85 203.84
215.15 1390 13.97 201.18 2.65 203.83
215.15 1403 11.88 203.27 0.52 203.79 Log Vane INV
215.15 1410 14.41 200.74 2.88 203.62 Pool
215.15 1423 14.65 200.50 3.11 203.61
215.15 1450 12.54 202.61 1.01 203.62
215.15 1480 12.2 202.95 0.66 203.61
215.15 1510 12.2 202.95 0.66 203.61
215.15 1528 12.26 202.89 0.69 203.58
215.15 1540 12.03 203.12 0.43 203.55
215.15 1548 13.73 201.42 2.10 203.52
215.15 1570 14.08 201.07 2.44 203.51
215.15 1579 12.11 203.04 0.49 203.53
215.15 1594 15.01 200.14 3.38 203.52
215.15 1608 14.92 200.23 3.28 203.51
215.15 1618 12.86 202.29 1.23 203.52
215.15 1657 12.36 202.79 0.71 203.50
215.15 1675 12.34 202.81 0.69 203.50
215.15 1696 12.25 202.90 0.59 203.49
215.15 1710 12.63 202.52 0.90 203.42
215.15 1723 12.23 202.92 0.49 203.41 Log Vane INV
215.15 1730 13.4 201.75 1.52 203.27 Pool
215.15 1745 13.19 201.96 1.30 203.26
215.15 1761 13.57 201.58 1.66 203.24
215.15 1771 14.85 200.30 2.93 203.23
215.15 1780 14.49 200.66 2.57 203.23
215.15 1800 12.65 202.50 0.73 203.23
213.87 1812 16.07 197.80 5.51 203.31
213.87 1820 16.2 197.67 5.69 203.36
213.87 1830 15.4 198.47 4.80 203.27
213.87 1846 11.88 201.99 1.27 203.26 Log Vane INV
213.87 1852 11.76 202.11 1.16 203.27
213.87 1860 10.99 202.88 0.38 203.26 HoR
213.87 1881 11.14 202.73 0.33 203.06
213.87 1888 11.8 202.07 0.99 203.06
213.87 1900 12.1 201.77 1.29 203.06
213.87 1916 11.22 202.65 0.39 203.04
213.87 1924 11.41 202.46 0.50 202.96
213.87 1931 11.82 202.05 0.86 202.91
213.87 1937 11.5 202.37 0.59 202.96
Lick Creek Stream Restoration Site
Lee County, NC
Profile Reach 3 - Lick Creek
Y ear2
Bed Bed Water Water Bankfull Bankfull
HI Station FS Elev. De th Elev. FS Elev. Description
213.87 1950 11.26 202.61 0.32 202.93
213.87 1975 11.5 202.37 0.56 202.93
213.87 1991 12.15 201.72 1.20 202.92
213.87 1999 11.59 202.28 0.65 202.93 Log Vane INV
213.87 2008 13.08 200.79 2.13 202.92 Pool
213.87 2020 12.76 201.11 1.84 202.95
213.87 2033 13.31 200.56 2.38 202.94
213.87 2050 11.5 202.37 0.56 202.93 Log Vane INV
213.87 2065 14.75 199.12 3.80 202.92 Pool
213.87 2086 13.06 200.81 2.13 202.94
213.87 2100 13.3 200.57 2.42 202.99
213.87 2117 11.56 202.31 0.66 202.97 Glide
213.87 2127 11.26 202.61 0.31 202.92 HoR
213.87 2146 11.6 202.27 0.46 202.73 End Profile

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