20051097 Ver 1_Year 2 Monitoring Report_20080527

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Submitted to:
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North Carolina Department of Environment and Natural Resources
North Carolina Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Submitted by:
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Zestoration Systems, LLC
i 101 Haynes Street, Suite 107
Raleigh, North Carolina 27604
December 7, 2007
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0051619

Lick Creek Stream Restoration Site
MONITORING REPORT 2007 (Year 2)

Lick Creek Stream Restoration Site
MONITORING REPORT 2007 (Year 2)
Prepared for:
Restoration Systems, LLC
1101 Haynes Street, Suite 107
Raleigh, North Carolina 27604
Prepared by:
rx t'
Cree
V f-CINEMNC
Wolf Creek Engineering, PLLC
30 Ben Lippen School Rd.
Asheville, NC 28806

TABLE OF CONTENTS
1.0 PROJECT BACKGROUND ....................................................................................... 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 ....................................................................................................... 15
2.2.2 Geomorphology .............................................................................................. 16
2.2.3 Problem Areas ................................................................................................. 16
2.2.4 Photo Reference Stations ................................................................................ 17
2.2.5 Stability Assessment Table ............................................................................. 18
2.2.6 Quantitative Measure Summary Tables .......................................................... 19
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 .......................................................................... 15
Table 9. BEHI and Sediment Export Estimates (Not Required in Year 2) ....................... 16
Table 10. Problem Areas ................................................................................................... 17
LIST OF FIGURES
Figure 1. Vicinity Map
Lick Creek Monitoring Year 2 i 12i7;0?
LIST OF APPENDICES
Appendix A: Veg etation Data
1. Monitoring Plot Photos
Appendix B: Geomorphic 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
Lici: Leek 11t>>:it?rin?? Year-') ii 121; 7 07
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 three 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. Five additional events
including Hurricane Ernesto resulted in water elevations within one to two feet below
bankfull. In October of 2007, the crest gages recorded a bankfull event on both Lick
Creek and Wallace Branch. It should be noted that the summer of 2007 has been one of
the worst droughts on record for the state of North Carolina.
Stream
The project stream reaches have successfully managed the extreme flow events of the
first two years; the banks are in stable condition, almost all of the structures are sound
and functional, and the bed material is coarsening. There are several 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 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 74% with
' additional volunteer species taking root. A number of Chinese privet (Ligustrum sinense)
stems are emerging in areas where invasive species removal previously occurred.
' Planned Action
1) Continued visual monitoring of areas of concern.
2) Install supplemental live staking in select areas of weak or nonexistent bank
t vegetation.
3) Removal of emergent Chinese privet.
Lick Cn_-ek %loiiit,)rin- Year 2 iii (?; 7i07
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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 % 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
03 03 0004010010) 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 % oi .itorint( Year 2 1 12;'7.07
Table 1. Project Structure and Objectives - Lick Creek Stream Restoration Site (D04013-1)
Reach Mitigation Priority Linear Stationing Description
ID Type Level Footage
1 Restoration PI 3,690 ft 10+00 -46+90 3,690 ft of channel relocation
of Wallace Branch
2 Restoration PI 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
Year 4 Monitoring Nov-09
Year 5 Monitoring Nov-10
1
1
1
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1
Lick Creek Monitoring Year 2 2 121,7i07
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 30 Ben Lippen School Rd.
Asheville, NC 28806
Contact:
Grant Ginn, Tel. [phone]
Lick Creek Monitoring Year 2 3 12;7;07
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 miz
Reach 2: Lick Creek 8.86 miz
Reach 3: Lick Creek 13.9 miz
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 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%
Lick Creek Monitorin- Year 2 4 12;7 07
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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 74% with
additional volunteer species taking root.
' 2.1.1 Vegetative Problem
No significant vegetation problem areas were recorded with in 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
t 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
Wallace Branch
10+00,29+50,40+50,42+50
Bare Bank or Toe Lick Creek Local erosion or loss of matting
14+50,17+50,21+50,27+50,
35+00,37+50
Invasive / Exotic Various Several Chinese privet re-sprouting in
Populations areas where it was removed
Additionally, it was observed that cattle have recently entered the easement area at the
upper end of Lick Creek. There was evidence that fence repairs had been made and no
lick Creek %loiiitorin:; Year 2 13 i ') 7!it7
0
cattle were in the easement during the site visit. Evidence of cattle incursion included
browsed vegetation and one area of compacted bank.
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 2 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 74%.
All herbaceous species seeded throughout the site after construction were found onsite at
the end of Year 2. In addition, native species such as Switch grass (Panicum virgatum),
soft rush (Juncus effuses), fennel (Eupatorium sp.), buttercup (Ranunculus spp.), fescue
(Festucca spp.), smartweed (Polygonum spp.), nightshade (Solanum spp.), 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)

S
i Pl
- ots - Year 2 Initial Year 2
pec
es 17 2 3 4 5 6 7 8 Totals Totals
Trees
simina triloba 1 3 1 4 3 27 12
etula ni ra 1 5+ 1 1 4 2 2 10 11
Callicar a americana 1 2 3 1 2 11 9
Ce halanthus occidentalis 2 2 6 1 2 1 19 14
Co lus amencana 1 1 4 2 2 17 10
ios ros vir iniana 1 1 1 1 6 4
raxinus enns Ivanica 1 3 1 6 5
iriodendron tuli i era 1 4 1 1 1 6 8
rica ceri era 1 1 1 2 1 1 3 10 10
ssa s lvatica 1 2 1
latanus occidentalis 1 1 2 1 2 7 7
uercus michauxii 2 1 2 2 1 1 10 9
uercus ni ra 2 1 1 5 4
uercus hellos 4 1 1 13 6
Ulmus Americana 4 2 1 1 2 14 10
Initial Totals: 18 22 17 23 26 22 20 15
Year 2 Totals: 13 16 18 18 14 16 15 9 Average Stem
Survival %
Stem Survival % 72.2 72.7 106 78.3 53.8 72.7 75 60 73.8
Density (trees/acre) 526 647 728 728 567 647 607 364 602
Lick Creek Monitorim., Year 2 14 1217'07
D
L
' 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).

l1
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.
The project stream reaches have successfully managed the extreme flow events of the
first two years; the banks are generally in stable condition, almost all of the structures are
sound and functional, and the bed material is coarsening. The results from the
monitoring survey indicate that overall grade has been maintained by the in-stream
structures and 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
three 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 bankf ill 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. Four 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.
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
Lick Creek Monitonw-,r Year 2 15 12,7/ 07
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 shown some alterations in
local bed elevations with the bed form and the channel pattern remaining consistent with
the Year 1 condition. Each of the riffle cross sections show nearly the same maximum
depth as Year 1. The pools were generally found to be deeper than the Year 1 condition
with their location relative to the pattern consistent with the Year 1 survey.
Pebble counts were conducted at each cross-section, as well as across the overall study
reach. Pebble count data was plotted by size distribution in order to assess the D50 and
D84 size class. In Reach 1, the material size increased from the first year survey with the
D84 increasing from 2 mm to 10 mm, the percent of silt dropped from 33% to 0%, and
the percent of gravel increased from 15% to 41%. In Reach 2, the D84 remained at 7 mm
and the percent of gravel decreased from 34% to 24%. In Reach 3, the material size
decreased slightly from the first year monitoring survey, with D84 decreasing from 9 mm
to 8 mm and percent of gravel decreasing from 48% to 25%, however the riffle data
showed only a slight decrease in percent of gravel from 49% to 43%.
Table 9. BEHI and Sediment Export Estimates - (Not Required in Year 2)
2.2.3 Problem Areas
The Year 1 monitoring report identified several problem areas as part of the stream
assessment. Of these areas, eleven (11) are 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.) There are three (3) areas where low or nonexistent flow has permitted the growth
of vegetation within the bed of riffles. These do not currently present a stability
issue but should be visually monitored.
2.) A beaver dam has been constructed on the rock cross vane at Sta. 10+00 on Lick
Creek. Currently the dam is only impounding water on approximately 40' of the
site.
3.) There were five (5) additional areas of toe scour identified.
4.) There were three (3) new locations of minor piping identified at log vanes.
Physical repair of structures or eroded toe and bank areas does not appear to be warranted
at this time. As noted in the vegetation assessment of this report, supplemental live
staking will be installed in areas along the toe or bank exhibiting bare soil.
1_lck CCeek \'loiiitoriil .T t e li' 1 16 1 2, 77 07

' Plan drawings of the Lick Creek Stream Restoration Site detailing stream problem areas
requiring additional observation can be found in Appendix B. Representative photos of
stream problem area can be found in Appendix B.
0
1

C

I

Table 10. Problem Areas - Lick Creek Stream Restoration Site (D04013-1)
Location Issue Status Recommended
Response
Wallace Branch
10+00 Bank Scour Same Continued Observation
12+00 Lo Vane Piping Healed
29+50 Lo Vane Piping Same Continued Observation
29+70 Toe Scour Matting Gone Additional Live Staking
43+50 Toe Scour Same Additional Live Staking
43+50 Lo Vane Piping Improved Continued Observation
Lick Creek mot'
10+00 Bank Scour Healed
10+90 Lo Vane Piping Same Continued Observation
14+50 Toe Scour Some Additional Scour Additional Live Staking
17+30 Toe Scour Same Additional Live Staking
27+50 Bank Scour Increased Scour Additional Live Staking
33+50 Toe Scour Repairs are Stable
35+50 Toe Scour Repairs are Stable
39+00 Toe Scour Repairs are Stable
43+80 Lo Vane Piping Repairs are Stable
49+30 Bank Scour Repairs are Stable
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.
I These photographs are taken facing downstream looking at the section, and show as
much of the banks and channel as possible.

Lick Creek Monitorin`; Year 2 17 12/707

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%
Pools 100% 100% 100%
Thalweg 100% 100% 100%
Meanders 100% 99% 99%
Bed General 100% 98% 98%
Vanes / J Hooks etc. 100% 94% 94%
Wads and Boulders 100% 100% 100%
Performance Percentage
Reach 2: Lick Creek 1870 ft
MY- MY- MY- MY- MY-
Feature Initial 01 02 03 04 05
Riffles 100% 89% 95%
Pools 100% 82% 91%
Thalweg 100% 100% 100%
Meanders 100% 100% 98%
Bed General 100% 97% 98%
Vanes / J Hooks etc. 100% 96% 96%
Wads and Boulders 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%
Pools 100% 100% 100%
Thalweg 100% 100% 100%
Meanders 100% 100% 100%
Bed General 100% 100% 100%
Vanes / J Hooks etc. 100% 95% 97%
Wads and Boulders 100% 97% 99%
Lick Creek Nlonitoring Year 2 18 12,7;07

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11

APPENDIX A
1. Vegetation Monitoring Plot Photos

Vegetation Plot No. 1
Lick Creek Monitoring Survey Year 2 12/4/07
Year 1 Photo No. 1
Year 2 Photo No. 2
Vegetation Plot No. 2
Lick Creek Monitoring Survey Year 2 12/4/07
Year 1 Photo No. 3
Year 2 Photo No. 4
Vegetation Plot No. 3
Lick Creek Monitoring Survey Year 2
12/4/07
Year 1 Photo No. 5
Year 2 Photo No. 6
Vegetation Plot No. 4

4
? a
? 44
, in
,x a j'4s ct.SZ.1E 1, ts$?,Ss..; 4 .,i•.. °. ,.x3...

Year 2 Photo No. 8
Lick Creek Monitoring Survey Year 2 12/4/07
Year 1 Photo No. 7
Vegetation Plot No. 5
Lick Creek Monitoring Survey Year 2 12/4/07
Year 1 Photo No. 9
Year 2 Photo No. 10
Vegetation Plot No. 6
it
-XA
J ?4
I } t4
e `6 ? - f ! Asv 3 £
s
.+i ' ? 6^?G. ? t § yam' x ? ??gi ? 'DM a$ f f-"
s j Y?LO Ok
t #* §§ }¢ Y 4
,-,;. art c e?! t a1'`' y, 3b F "? y
tv 2,
3 ri CEi / n, L t b?*L Fw § ?
Year 2 Photo No. 12
Lick Creek Monitoring Survey Year 2 12/4/07
Year 1 Photo No. 11
Vegetation Plot No. 7

11, jigil
t
M? ,
}.+ ? '.r ? ggg333 .'w t -
5o- a a$ v #u ? ?^ f fi
3 4 4p >
r
ilk"
ei,
w sx
Year 2 Photo No. 14
Lick Creek Monitoring Survey Year 2 12/4/07
Year 1 Photo No. 13
Vegetation Plot No. 8
Lick Creek Monitoring Survey Year 2 12/4/07
Year 1 Photo No. 15
Year 2 Photo No. 16
APPENDIX B
Stream Raw Data
1. Exhibit Problem Areas Plan View (Stream)
2. Representative Stream Problem Area Photos
3. Stream Photo-points
4. Exhibit Table B.1. 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
Q-
Q w
Z w N
J Un
0
z LQ af Q' Li LLJ
a o >
o m o o =)
LLJ z
? J Y U
N
J Z w p CD C?
m Q CD W J F
m m>cn
cn
Q
0 0000
Lick Creek Monitoring Year 2 12/4/07
Toe Scour on Lick Creek, STA 23+00 12/03/06
Photo No. 17
Toe Scour on Lick Creek, STA 23+00 11/27/07
Photo No. 18
Lick Creek Monitoring Year 2 12/4/07
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

Piping at Log Vane on Lick Creek, STA 29+50 12/03/06
Photo No. 21
Piping at Log Vane on Lick Creek, STA 29+50 11/27/07
Photo No. 22

71v" '!I xk-

.. _ 4 R.

3
??
Y s
W
S
?
?f
` L
a
Piping at Log Vane on Lick Creek, STA 29+50 11/27/07
Photo No. 23
?at?T,fA ,?, 1 .tea
Lick Creek Monitoring Year 2 12/4/07
A', W,
f k
r
x
J4 'A
#, ? pro{ ?4' i ?`' ^ ?
Representative toe scour on outside of bend, Like Creek STA 40+50 11/27/07
Photo No. 24
Lick Creek Monitoring Year 2 12/4/07
Loss of Matting, Lick Creek STA 37+50, 11/27/07
Photo No. 25
Photo Station 1

e
Year 1 Photo No. 26
Lick Creek Monitoring Year 2 12/4/07
Year 2 Photo No. 27
Year 2 - 10' offset from PP 1 Photo No. 28
Photo Station 2
Lick Creek Monitoring Year 2 12/4/07
Year 1 Photo No. 29
Year 2 Photo No. 30
Year 2 - 10' offset from PP2 Photo No. 31
Photo Station 3
Lick Creek Monitoring Year 2 12/4/07
Year 1 Photo No. 32
Year 2 Photo No. 33
Year 2 - 10' offset from PP3 Photo No. 34
Photo Station 4
Lick Creek Monitoring Year 2 12/4/07
Year 1 Photo No. 35
Year 2 Photo No. 36
Year 2 - 10' offset from PP4 Photo No. 37
Photo Station 5
Lick Creek Monitoring Year 2 12/4/07
Year 1 Photo No. 38
Year 2 Photo No. 39
Year 2 - 10' offset from PP5 Photo No. 40
Photo Station 6
Lick Creek Monitoring Year 2 12/4/07
Year 1 Photo No. 41
Year 2 Photo No. 42
Year 2 - 10' offset from PP6 Photo No. 43
Photo Station 7
Lick Creek Monitoring Year 2 12/4/07
Year 1 Photo No. 44
Year 2 Photo No. 45
Photo Station 8
Lick Creek Monitoring Year 2 12/4/07
Year 1 Photo No. 46
Year 2 Photo No. 47
Photo Station 9
Lick Creek Monitoring Year 2 12/4/07
Year 1 Photo No. 48
Year 2 Photo No. 49
Year 2 - 10' offset from PP9 Photo No. 50
Photo Station 10
Lick Creek Monitoring Year 2 12/4/07
Year 1 Photo No. 51
Year 2 Photo No. 52
Photo Station II

iy S a
owl[ x,

J
aT
{
{
Year 1 Photo No. 53
Year 2 - 10' offset from PP 11 Photo No. 55
Lick Creek Monitoring Year 2 12/4/07
Year 2 Photo No. 54

1
D

11
D

u

D

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 appropriate 25 25 WA 100% 100%
B. Pools 1. Present 26 26 N/A 100%
2. Sufficentl deep 26 26 N/A 100%

.n,
µ:
.
, 3. Length a ro riate
e
- 26 26 N/A 100%

MM
Pr
MICU
T 100%
. ,
.
...
..
C. Thalweg , :
.,
1. Upstream of meander bend centered 13 13 N/A .
I
I
100%
2. Downstream of meander bend centered 13 13 WA 100% 100%
D. Meanders 1. Outer bend in state of limited erosion 26 26 WA 100%
2. Of those eroding, # w/ concomitant point bar formation N/A N/A N/A 100%
3. Apparent Rc within specification 26 26 N/A 100%
4. Sufficient flood lain access and relief 25 26 N/A 96% 99%

E. Bed General 1. General channel bed a radation areas N/A N/A 2/50 99%
2. Channel bed degradation - areas of increasing down-
cuttin or head-cutting
N/A
N/A
4/130
96%
98%
F. Vanes 1. Free of back or arm scour 16 17 N/A 94%
2. Height appropriate 17 17 N/A 100%
3. Angle and geometry appear appropriate 17 17 N/A 100%
4. Free of piping or other structural failures 14 17 N/A 82% 94%
G. Wads/Boulders 1. Free of scour 33 33 N/A 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

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 10 11 N/A 91%
2. Armor stable 2 2 N/A 100%
3. Facet grade appears stable 10 11 N/A 91%
4. Minimal evidence of embedding/fining 11 11 N/A 100%
5. Length appropriate
. , =
. ,.
., 10 11
.
y N/A 91% 95%
B. Po
ols ,.
.
1. Present 10 ,
11 N/A 91%
2. Sufficentl deep 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%
2. Downstream of meander bend centered 6 6 N/A 100% 100%
D. Meanders 1. Outer bend in state of limited erosion 10 11 N/A 81%
2. Of those eroding, # w/ concomitant point bar formation N/A 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% 98%
E. Bed General 1. General channel bed a gradation areas N/A N/A 2140 98%
2. Channel bed degradation - areas of increasing down-
cutting or head-cutting
N/A
N/A
3/60
97%
98%
F. Vanes 1. Free of back or arm scour 12 13 N/A 92%
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% 96%
G. Wads/Boulders 1. Free of scour 22 22 N/A 100%
2. Footing stable 22 22 N/A 100% 100%

Table B1. 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 17 17 WA 100%
2. Armor stable 1 1 WA 1000
3. Facet grade appears stable 15 17 N/A 88%
4. Minimal evidence of embedding/fining 17 17 N/A 100%
5. Length a ro riate 17 17 N/A 100% 98%
B. Pools 1. Present 18 18 N/A 100%
2. Sufficentl deep 18 18 N/A 100%
3. Length a ro riate 18 18 N/A 100% 100%
C. Thalweg 1. Upstream of meander bend centered U 9 9 WA 100%
2. Downstream of meander bend centered
- 1-1
, _. ..,_
IYI
40r?
W 9 9 N/A
, 100% 100%
D. Meanders -
,
.
1. Outer bend in state of limited erosion 18 18 N/A 100%
2. Of those eroding, # w/ concomitant point bar formation N/A N/A N/A 100%
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 gradation areas N/A N/A 0/0 100%
2. Channel bed degradation - areas of increasing down-
cutting or head-cutting
N/A
N/A
0/0
100%
100%
F. Vanes 1. Free of back or arm scour 28 30 WA 93%
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 28
FM 30 N/A 93% 97%

G. Wads/Boulders
1. Free of scour -
35
36
N/A
97%
2. Footing stable
MWIT 36 36 WA 100% 99%
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 0/0/0 Date 0/0/0 Date 0/0/0
Area 60.5 Area 63.8 Area 62.7 Area 0.0 Area 0.0 Area 0.0
Bkf W 26.5 Bkf W 27 Bkf W 27 Bkf W 10 Bkf W 10 Bkf W 10
Dmean 2.3 Dmean 2.4 Dmean 2.3 Dmean 0.0 Dmean 0.0 Dmean 0.0
Dmax 3.9 Dmax 4.3 Dmax 4.4 Dmax 0.0 Dmax 0.0 Dmax 0.0
W/d 11.6 W/d 11.4 W/d 11.6 W/d 0.0 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- Built Ye ar 1 Ye ar 2
Station FS/BS Elev. Desc. Station FS/BS Elev. Desc. Station FSBS 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
100.00
100.00

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 0/0/0 Date 0/0/0 Date 0/0/0
Area 69.2 Area 72.3 Area 83.5 Area 0.0 Area 0.0 Area 0.0
Bkf W 27.3 Bkf W 25.7 Bkf W 26.2 Bkf W 10 Bkf W 10 Bkf W 10
Dmean 2.5 Dmean 2.8 Dmean 3.2 Dmean 0.0 Dmean 0.0 Dmean 0.0
Dmax 5.0 Dmax 5.2 Dmax 5.9 Dmax 0.0 Dmax 0.0 Dmax 0.0
W/d 10.8 W/d 9.1 W/d 8.2 W/d 0.0 W/d 0.0 W/d 0.0
Lick Creek Stream Restoration Site
Lee County, NC
Cross Section No. 2 - Pool
P-h 1 - Wallaro R,.nrh - Cf. 11,78
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
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 10.20 207.75 TOE
34.2 8.60 209.35 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
HI 218.15
0 5.14 213.01
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 E0VV
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
57 5.13 213.02 IR Rt
Year 3
Station FS/BS Elev. Desc.
BM
HI 0,00 100.00
100.00 IR Lt

100.00
As-Built Year 1 Year 2 Year 3 Year 4 Year 5
Date 5/5/06 Date 11/17/06 D ate 11/26/07 Date 0/0/0 Date 0/0/0 Date 0/0/0
Area 64.5 Area 68.0 Ar ea 69.8 Area 0.0 Area 0.0 Area 0.0
Bkf W 28.9 Bkf W 27 Bkf W 26.4 Bkf W 10 Bkf W 10 Bkf W 10
Dmean 2.2 Dmean 2.5 Dme an 2.6 Dmean 0.0 Dmean 0.0 Dmean 0.0
Dmax 4.4 Dmax 4.5 Dm ax 4.5 Dmax 0.0 Dmax 0.0 Dmax 0.0
W/d 13.0 W/d 10.7 W /d 10.0 W/d 0.0 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 Ye ar 1 Ye ar 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 21147 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 30.3 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
HI
Lt
HI
Lt
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 0/0/0 Date 0/0/0 Date 0/0/0
Area 105.2 Area 109.7 Area 102.9 Area 0.0 Area 0.0 Area 0.0
Bkf W 36.2 Bkf W 38.1 Bkf W 36 Bkf W 10 Bkf W 10 Bkf W 10
Dmean 2.9 Dmean 2.9 Dmean 2.9 Dmean 0.0 Dmean 0.0 Dmean 0.0
Dmax 5.8 Dmax 5.7 Dmax 5.4 Dmax 0.0 Dmax 0.0 Dmax 0.0
W/d 12.5 W/d 13.2 W/d 12.6 W/d 0.0 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
HI 217.83
0.0 5.31 212.52
5.0 5.42 212.41
10.0 5.23 212.60
12.2 5.27 212.56 TOB
17.0 6.47 211.36
19.6 7.28 210.55 HW
22.0 8.03 209.80
24.0 8.48 209.35
26.5 9.23 208.60 EW
27.5 10.13 207.70
29.0 10.16 207.67
31.0 10.11 207.72
33.0 10.32 207.51
35.0 10.82 207.01
36.0 11.04 206.79
39.0 9.95 207.88
39.3 7.39 210.44
42.0 7.49 210.34
44.0 7.07 210.76
46.0 6.11 211.72
48.4 4.96 212.87 TOB
50.0 4.89 212.94
55.0 4.94 212.89
60.0 4.74 213.09
63.2 4.61 213.22 IP RT
HI
1.0
7.0
11.9
15.5
17.5
20.0
20.3
20.4
21.5
23.0
24.7
26.4
28.0
29.6
31.1
32.8
35.0
36.2
37.3
38.8
38.9
39.2
41.0
43.5
45.5
50.0
55.0
61.0
63.0
63.0
5.96 212.40
5.85 212.51 ToB
6.72 211.64 BKF
6.98 211.38
8.38 209.98
9.10 209.26 LEW
9.58 208.78 TOE
10.59 207.77
10.49 207.87
10.26 208.10
10.50 207.86
10.22 208.14
10.25 208.11
10.24 208.12
10.63 207.73
11.51 206.85
11.38 206.98
10.77 207.59
10.26 208.10 TOE
9.11 209.25 REW
8.01 210.35
7.99 210.37
7.63 210.73
6.79 211.57 BKF
5.35 213.01 ToB
5.28 213.08
5.28 213.08
5.25 213.11
5.16 213.20 IR Rt
HI 218.56
0 6.04 212.52
5 6.17 212.39
10 5.96 212.60
12 6.02 212.54
15 6.84 211.72
17.2 7.09 211.47
19 7.69 210.87
21 8.60 209.96
22 8.92 209.64
22.8 8.98 209.58
23.8 9.26 209.30
24.5 9.87 208.69
25.7 10.04 208.52
26.1 10.19 208.37 EOW
27.5 10.44 208.12
29 10.38 208.18
31.4 10.85 207.71
33 10.98 207.58
34.5 11.03 207.53
36 11.35 207.21
36.8 11.45 207.11
37.2 10.99 207.57
38.7 10.50 208.06
39 10.15 208.41 EOW
39.4 8.13 210.43
41 8.25 210.31
42 8.03 210.53
43.6 7.81 210.75
46 6.76 211.80
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

HI
HI
HI
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 0/0/0 Date 0/0/0 Date 0/0/0
Area 150.3 Area 162.1 Area 160.2 Area 0,0 Area 0.0 Area 0.0
Bkf W 423 Bkf W 43.4 Bkf W 44.5 Bkf W 10 Bkf W 10 Bkf W 10
Dmean 3.6 Dmean 3.7 Dmean 3.6 Dmean 0.0 Dmean 0.0 Dmean 0.0
Dmax 5.9 Dmax 6.8 Dmax 7.0 Dmax 0.0 Dmax 00 Dmax 0.0
W/d 11.9 W/d 11.6 W/d 12.4 W/d 0.0 W/d 0 0 Wid 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 1 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 4.72 209.56 IR Lt BM 5.18 209.56 IR Lt
Hi 214.69 HI 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
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 0/0/0 Date 0/0/0 Date 0/0/0
Area 140.7 Area 164.1 Area 170.9 Area 0.0 Area 0.0 Area 0.0
Bkf W 43 Bkf W 45 Bkf W 43 Bkf W 10 Bkf W 10 Bkf W 10
Dmean 3.3 Dmean 3.6 Dmean 4.0 Dmean 0.0 Dmean 0.0 Dmean 0.0
Dmax 6.7 Dmax 7.8 Dmax 8.3 Dmax 0.0 Dmax 00 Dmax 0.0
W/d 13.1 W/d 12.3 W/d 10.8 W/d 0.0 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
uHt Y 1 .:
Staton F iev. t8ti6n FS tev"?' t3w- siadom 3
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

BM
HI 0.00 100.00
100.00 IR Lt

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Lick Creek Stream Restoration Site
Lee County, NC
Profile Reach 1 - Wallace Branch
Bed
218.26 1000 9.84 208.42 0.56 208.98
218.26 1010 9.87 208.39 0.59 208.98
218.26 1020 9.95 208.31 0.67 208.98
218.26 1030 10.15 208.11 0.87 208.98
218.26 1040 10.01 208.25 0.75 209.00
218.26 1050 10.29 207.97 1.02 208.99
218.26 1060 10.61 207.65 1.33 208.98
218.26 1070 11.03 207.23 1.75 208.98
218.26 1080 10.66 207.60 1.37 208.97
218.26 1090 10.58 207.68 1.30 208.98
218.26 1100 10.58 207.69 1.29 208.98
218.26 1110 9.95 208.32 0.66 208.98
218.26 1120 10.04 208.22 0.77 208.99
218.26 1130 9.80 208.46 0.52 208.98
218.26 1140 10.09 208.17 0.82 208.99
218.26 1150 9.77 208.50 0.49 208.99
218.26 1160 9.90 208.37 0.61 208.98
218.26 1170 10.03 208.23 0.75 208.98
218.26 1180 9.20 209.06 0.00 209.06
218.26 1188 9.21 209.05 0.00 209.05
218.26 1190 10.22 208.04 0.48 208.52
218.26 1200 12.48 205.78 2.76 208.54
218.26 1210 11.94 206.32 2.20 208.52
218.26 1220 11.68 206.58 1.94 208.52
217.81 1230 10.84 206.97 1.57 208.54
217.81 1240 10.72 207.09 1.45 208.54
217.81 1250 10.18 207.63 0.91 208.54
217.81 1260 9.69 208.12 0.41 208.53
217.81 1270 9.47 208.34 0.20 208.54
217.81 1280 9.46 208.35 0.20 208.55
217.81 1290 9.70 208.11 0.43 208.54
217.81 1300 9.63 208.18 0.36 208.54
217.81 1310 9.58 208.23 0.32 208.55
217.81 1320 9.88 207.93 0.62 208.55
217.81 1330 9.74 208.07 0.46 208.53
217.81 1335 9.31 208.50 0.00 208.50
217.81 1340 11.25 206.56 1.85 208.41
217.81 1350 13.64 204.17 4.24 208.41
217.81 1360 12.81 205.00 3.42 208.42
217.81 1370 11.33 206.48 1.96 208.44
217.81 1380 10.65 207.16 1.25 208.41
217.81 1390 10.34 207.47 0.95 208.42
217.81 1400 10.45 207.36 1.06 208.42
217.81 1410 9.84 207.97 0.44 208.41
217.81 1420 9.60 208.21 0.20 208.41
217.81 1430 9.61 208.20 0.12 208.32
217.81 1440 9.84 207.97 0.34 208.31
217.81 1450 10.33 207.48 0.84 208.32
217.81 1460 11.29 206.52 1.80 208.32
217.81 1471 9.62 208.19 0.12 208.31
217.81 1480 12.17 205.64 2.54 208.18
217.81 1490 13.37 204.44 3.80 208.24
217.81 1500 13.18 204.63 3.58 208.21
217.28 1520 9.11 208.17 0.00 208.17
217.28 1523 10.79 206.49 1.50 207.99
217.28 1530 12.01 205.27 2.74 208.01
217.28 1540 12.26 205.02 2.98 208.00
217.28 1550 12.52 204.76 3.23 207.99
217.28 1560 11.70 205.58 2.40 207.98
217.28 1566 9.91 207.37 0.63 208.00
217.28 1570 9.76 207.52 0.46 207.98
217.28 1580 9.79 207.49 0.50 207.99
217.28 1590 9.82 207.46 0.54 208.00
217.28 1600 10.08 207.20 0.80 208.00
217.28 1610 10.26 207.02 0.99 208.01
217.28 1620 10.29 206.99 1.02 208.01
217.28 1630 10.52 206.76 1.24 208.00
Log Vane INV
Log Vane INV
Log Vane INV
Rock Cross Vane INV

I?

11

Lick Creek Stream Restoration Site
Lee County, NC
Profile Reach 1 - Wallace Branch
Year 2
Bed Bed Water Water Bankfull Bankfull
HI Station FS Elev. Depth Elev. FS Elev. Description
217.28 1640 10.90 206.38 1.61 207.99
217.28 1652 11.12 206.16 1.85 208.01
217.28 1661 11.40 205.88 2.10 207.98
217.28 1671 10.66 206.62 1.40 208.02
217.28 1672 9.30 207.98 0.00 207.98
217.28 1685 9.39 207.89 0.10 207.99
217.28 1700 9.34 207.94 0.00 207.94
217.28 1710 9.35 207.93 0.00 207.93
217.28 1720 9.54 207.74 0.14 207.88
217.28 1728 9.38 207.90 0.00 207.90
217.28 1730 10.47 206.81 0.80 207.61
217.28 1740 10.34 206.94 0.89 207.83
217.28 1751 10.69 206.59 1.02 207.61
217.28 1763 11.41 205.87 1.75 207.62
217.28 1780 12.77 204.51 3.10 207.61
217.28 1790 13.27 204.01 3.60 207.61
217.28 1800 12.44 204.84 2.78 207.62
217.25 1810 11.47 205.78 1.82 207.60
217.25 1821 10.13 207.12 0.50 207.62
217.25 1824 9.51 207.74 0.00 207.74
217.25 1840 9.36 207.89 0.00 207.89
217.25 1850 9.54 207.71 0.00 207.71
217.25 1862 9.57 207.69 0.00 207.69
217.25 1866 11.66 205.59 1.72 207.31
217.25 1871 12.06 205.19 2.13 207.32
217.25 1880 11.54 205.72 1.60 207.32
217.25 1890 10.07 207.18 0.12 207.30
217.25 1902 9.95 207.30 0.00 207.30 Log Vane INV
217.25 1910 11.20 206.06 1.10 207.16
217.25 1918 11.36 205.89 1.22 207.11
217.25 1930 11.30 205.95 1.19 207.14
217.25 1940 11.36 205.89 1.23 207.12
217.25 1950 11.19 206.06 1.07 207.13
217.25 1960 11.79 205.47 1.65 207.12
217.25 1970 11.32 205.93 1.20 207.13
217.25 1980 9.85 207.40 0.00 207.40

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' Lick Creek Stream Restoration Site
Lee County, NIC
Profile Reach 2 - Lick Creek
Year 2
Bed Bed Water Water Bankfull Bankfull
218.74 1000 9.47 209.27
218.74 1010 9.23 209.51
218.74 1020 9.35 209.39
218.74 1030 9.55 209.19
218.74 1038 8.95 209.79
218.74 1046 10.15 208.59
218.74 1055 9.15 209.59
218.74 1058 8.89 209.85
218.74 1066 11.08 207.66
218.74 1070 12.51 206.23
218.74 1076 13.70 205.04
218.74 1085 12.16 206.58
218.74 1095 11.22 207.52
218.74 1105 10.05 208.69
218.74 1110 9.73 209.01
218.74 1130 9.64 209.10
218.74 1140 10.03 208.71
218.74 1150 9.91 208.83
218.74 1160 10.08 208.66
218.74 1170 9.91 208.83
218.74 1180 9.91 208.83
218.74 1190 9.89 208.85
218.74 1200 10.59 208.15
218.74 1210 11.44 207.30
218.74 1218 12.69 206.05
218.74 1230 11.47 207.27
218.74 1239 9.75 208.99
218.74 1241 11.62 207.12
218.74 1250 12.84 205.90
218.74 1260 12.19 206.55
218.74 1270 10.85 207.89
218.64 1275 10.78 207.86
218.64 1280 10.17 208.47
218.64 1290 10.22 208.42
218.64 1300 10.45 208.19
218.64 1310 10.85 207.79
218.64 1322 10.50 208.14
218.64 1330 10.43 208.21
218.64 1340 10.42 208.22
218.64 1350 10.38 208.26
218.64 1360 10.77 207.87
218.64 1370 10.59 208.05
218.64 1380 10.73 207.91
218.64 1390 10.45 208.19
218.64 1400 10.03 208.61
218.64 1410 10.34 208.30
218.64 1420 10.70 207.94
218.64 1430 11.14 207.50
218.64 1436 11.62 207.02
218.64 1440 10.91 207.73
218.64 1450 10.50 208.14
218.64 1460 10.96 207.68
218.64 1470 11.06 207.58
218.64 1480 11.08 207.56
218.64 1490 11.86 206.78
218.64 1496 12.24 206.40
218.64 1505 11.93 206.71
218.64 1510 12.13 206.51
218.64 1520 12.27 206.37
218.64 1530 13.62 205.02
218.64 1540 12.19 206.45
218.64 1554 10.23 208.41
218.64 1560 12.59 206.05
218.64 1570 10.93 207.71
218.64 1579 11.54 207.10
218.64 1580 10.76 207.88
218.64 1600 11.25 207.39
1.00 210.27
1.07 210.26
0.45 210.24
1.66 210.25
0.66 210.25
0.36 210.21
1.92 209.58
3.35 209.58
4.49 209.53
3.00 209.58
2.05 209.57
0.90 209.59
0.57 209.58
0.47 209.57
0.72 209.43
0.62 209.45
0.81 209.47
0.60 209.43
0.57 209.40
0.50 209.35
1.13 209.28
1.98 209.28
3.22 209.27
2.01 209.28
0.10 209.09
1.72 208.84
2.95 208.85
2.30 208.85
0.98 208.87
0.98 208.84
0.36 208.83
0.38 208.80
0.60 208.79
1.00 208.79
0.65 208.79
0.56 208.78
0.52 208.78
0.90 208.77
0.72 208.77
0.86 208.77
0.58 208.77
0.12 208.73
0.40 208.70
0.76 208.70
1.19 208.69
1.69 208.71
0.98 208.71
0.56 208.70
1.01 208.69
1.10 208.68
1.13 208.69
1.91 208.69
2.29 208.69
1.98 208.69
2.18 208.69
2.31 208.68
3.66 208.68
2.26 208.71
0.26 208.67
2.34 208.39
0.67 208.38
1.29 208.39
0.49 208.37
0.93 208.32
Rock Cross Vane INV
Log Vane INV
Rock Cross Vane INV
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
218.64 1611 11.62 207.02 1.28 208.30
218.64 1620 11.07 207.57 0.78 208.35
218.64 1630 11.42 207.22 1.08 208.30
218.64 1640 11.56 207.08 1.23 208.31
218.64 1650 11.60 207.04 1.25 208.29
218.64 1660 13.97 204.67 3.62 208.29
216.78 1668 12.62 204.16 4.12 208.28
216.78 1677 11.73 205.05 3.24 208.29
216.78 1682 10.23 206.55 1.76 208.31
216.78 1690 9.14 207.64 0.65 208.29
216.78 1698 9.02 207.76 0.49 208.25 Log Vane INV
216.78 1702 12.86 203.92 3.70 207.62
216.78 1704 13.05 203.73 3.89 207.62
216.78 1710 11.01 205.77 1.85 207.62
216.78 1720 10.25 206.53 1.07 207.60
216.78 1727 10.75 206.03 1.59 207.62
216.78 1731 9.89 206.89 0.71 207.60
216.78 1737 9.78 207.00 0.61 207.61 Log Vane INV
216.78 1744 10.78 206.00 1.59 207.59
216.78 1750 10.51 206.27 1.34 207.61
216.78 1760 9.89 206.89 0.70 207.59
216.78 1770 9.62 207.16 0.42 207.58
216.78 1780 9.85 206.93 0.59 207.52
216.78 1790 9.72 207.06 0.40 207.46
216.78 1800 9.73 207.05 0.39 207.44
216.78 1810 9.88 206.90 0.49 207.39
216.78 1820 9.77 207.01 0.35 207.36
216.78 1830 9.77 207.01 0.34 207.35
216.78 1840 9.98 206.80 0.55 207.35
216.78 1850 9.85 206.93 0.41 207.34
216.78 1860 9.86 206.92 0.41 207.33
216.78 1870 9.96 206.82 0.50 207.32
216.78 1881 10.27 206.51 0.70 207.21
216.78 1890 10.57 206.21 0.99 207.20
216.78 1900 10.88 205.90 1.34 207.24
216.78 1910 11.23 205.55 1.66 207.21
216.78 1920 10.96 205.82 1.39 207.21
218.57 1931 14.42 204.15 3.05 207.20
218.57 1940 12.91 205.67 1.54 207.21
218.57 1950 12.13 206.44 0.76 207.20
218.57 1960 12.04 206.54 0.67 207.21
218.57 1970 11.96 206.61 0.57 207.18
218.57 1980 11.83 206.74 0.46 207.20
218.57 1990 11.95 206.62 0.59 207.21
218.57 2000 11.82 206.75 0.44 207.19
218.57 2005 12.84 205.73 0.43 206.16

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Lee County, NC
Reach 3 - Lick Creek

HI
Station Bed
FS Bed
Elev.
- Water
Depth Water
Elev. Bankfull
FS Bankfull
Elev.
Description
215.40 1000 12.06 203.T4 0.82 204.16
215.40 1010 12.35 203.05 1.10 204.15
215.40 1020 12.38 203.02 1.12 204.14
215.40 1030 12.20 203.20 0.95 204.15
215.40 1040 12.15 203.25 0.90 204.15 Log Vane INV
215.40 1050 12.76 202.64 1.49 204.13
215.40 1060 13.04 202.36 1.77 204.13
215.40 1070 13.05 202.35 1.78 204.13
215.40 1080 13.20 202.20 1.92 204.12
215.40 1090 14.41 200.99 3.14 204.13
215.40 1100 13.77 201.63 2.51 204.14
215.40 1112 12.93 202.47 1.66 204.13 Log Vane INV
215.40 1120 15.16 200.24 3.71 203.95
215.40 1130 16.41 198.99 4.95 203.94
215.40 1140 15.75 199.65 4.30 203.95
215.40 1152 14.53 200.87 3.10 203.97
215.40 1160 13.24 202.16 1.78 203.94
215.40 1170 12.68 202.72 1.24 203.96
215.40 1180 12.47 202.93 1.01 203.94
215.40 1190 12.24 203.16 0.80 203.96
215.40 1200 12.10 203.30 0.67 203.97
215.40 1210 11.93 203.47 0.49 203.96
215.40 1220 11.95 203.45 0.50 203.95
215.40 1230 11.98 203.42 0.54 203.96
215.40 1240 11.80 203.60 0.36 203.96
215.40 1250 11.79 203.61 0.35 203.96
215.40 1260 11.79 203.61 0.30 203.91
215.40 1270 11.86 203.54 0.35 203.89
215.40 1280 12.16 203.24 0.65 203.89
215.40 1290 12.36 203.04 0.84 203.88
215.40 1300 12.69 202.71 1.16 203.87
215.40 1310 12.66 202.74 1.14 203.88
215.40 1314 12.08 203.32 0.55 203.87 Log Vane INV
215.40 1319 14.76 200.64 3.21 203.85
215.40 1330 16.92 198.48 5.37 203.85
215.40 1340 16.36 199.04 4.93 203.97
215.40 1350 14.41 200.99 2.88 203.87
215.40 1353 12.38 203.02 0.80 203.82 Rock Cross Vane INV
215.40 1360 14.02 201.38 2.36 203.74
214.66 1370 13.48 201.19 2.52 203.71
214.66 1382 11.40 203.26 0.42 203.68 Log Vane INV
214.66 1390 14.50 200.16 3.28 203.44
214.66 1400 12.42 202.24 1.25 203.49
214.66 1410 12.43 202.23 1.22 203.45
214.66 1412 12.48 202.19 1.28 203.47
214.66 1420 12.28 202.38 1.18 203.56
214.66 1430 11.87 202.79 0.67 203.46
214.66 1440 11.81 202.86 0.60 203.46
214.66 1450 11.71 202.95 0.51 203.46
214.66 1460 11.66 203.00 0.45 203.45
214.66 1470 11.62 203.04 0.41 203.45
214.66 1480 11.63 203.03 0.42 203.45
214.66 1490 11.76 202.90 0.55 203.45
214.66 1500 11.92 202.74 0.70 203.44
214.66 1510 11.82 202.84 0.62 203.46 Log Vane INV
214.66 1519 11.50 203.16 0.25 203.41
214.66 1525 14.60 200.06 3.32 203.38
214.66 1535 15.05 199.61 3.77 203.38
214.66 1540 14.29 200.37 3.02 203.39
214.66 1553 11.99 202.67 0.70 203.37 Log Vane INV
214.66 1560 13.77 200.89 2.45 203.34
214.66 1570 13.20 201.46 1.89 203.35
214.66 1580 12.67 201.99 1.36 203.35
214.66 1590 12.25 202.41 0.94 203.35
214.66 1600 12.03 202.63 0.72 203.35
214.66 1610 11.92 202.74 0.61 203.35
214.66 1620 11.89 202.78 0.56 203.34

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. Depth Elev. FS Elev. Description
214.66 1630 11.70 202.96 0.40 203.36
214.66 1640 11.70 202.97 0.37 203.34
214.66 1650 11.66 203.00 0.35 203.35
214.66 1660 11.63 203.03 0.29 203.32
214.66 1670 11.68 202.98 0.33 203.31
214.66 1680 11.79 202.87 0.41 203.28
214.66 1690 11.99 202.67 0.60 203.27
214.66 1699 11.86 202.80 0.44 203.24 Log Vane INV
214.66 1710 13.70 200.96 2.24 203.20
214.66 1720 14.20 200.46 2.73 203.19
214.66 1730 14.17 200.49 2.71 203.20
214.66 1740 13.84 200.83 2.37 203.20
214.66 1750 13.24 201.42 1.79 203.21
214.66 1760 12.71 201.95 1.26 203.21
214.66 1770 12.15 202.51 0.67 203.18 Log Vane INV
214.66 1780 15.35 199.31 3.86 203.17
214.66 1788 15.91 198.75 4.47 203.22
214.66 1795 15.16 199.50 3.66 203.16
214.66 1805 14.29 200.37 2.80 203.17
214.66 1811 12.54 202.12 1.02 203.14 Log Vane INV
213.95 1820 11.59 202.36 0.81 203.17
213.95 1827 12.05 201.90 1.27 203.17
213.95 1840 11.17 202.78 0.35 203.13
213.95 1850 11.63 202.32 0.79 203.11
213.95 1860 11.42 202.53 0.58 203.11
213.95 1870 11.24 202.71 0.39 203.10
213.95 1880 11.22 202.73 0.23 202.96
213.95 1890 11.31 202.64 0.30 202.94
213.95 1900 11.35 202.61 0.22 202.83
213.95 1910 11.53 202.42 0.38 202.80
213.95 1920 11.57 202.38 0.40 202.78
213.95 1930 11.56 202.39 0.39 202.78
213.95 1940 12.01 201.94 0.81 202.75
213.95 1950 12.27 201.68 1.08 202.76
213.95 1959 12.62 201.33 1.32 202.65
213.95 1964 11.83 202.12 0.63 202.75 Log Vane INV
213.95 1970 12.92 201.03 1.73 202.76
213.95 1980 12.56 201.39 1.37 202.76
213.95 1990 13.54 200.41 2.33 202.74
213.95 1998 13.40 200.55 2.19 202.74
213.95 2010 13.14 200.81 1.96 202.77
213.95 2014 12.48 201.47 1.29 202.76 Log Vane INV
213.95 2020 13.08 200.87 1.89 202.76
213.95 2030 12.61 201.34 1.43 202.77
213.95 2040 13.08 200.87 1.89 202.76
213.95 2051 13.20 200.75 2.01 202.76
213.95 2060 13.08 200.87 1.89 202.76
213.95 2070 11.93 202.02 0.74 202.76
213.95 2080 11.51 202.44 0.32 202.76
213.95 2090 11.48 202.47 0.07 202.54
213.95 2105 11.71 202.24 0.39 202.63

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