Lick Creek Stream Restoration Site
Lick Creek Stream Restoration Site MONITORING REPORT 2007 (Year 2) Cataloging Unit: 0303004 EEP Contract #: D04013-1
Submitted to:
North Carolina Department of Environment and Natural Resources North Carolina Ecosystem Enhancement Program 1652 Mail Service Center Raleigh, NC 27699-1652 Submitted by:
Restoration Systems, LLC 1101 Haynes Street, Suite 107 Raleigh, North Carolina 27604 December 7, 2007
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:
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
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LIST OF APPENDICES Appendix A: Vegetation 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
Lick Creek Monitoring Year 2
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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 onsite 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 vegetation. 3) Removal of emergent Chinese privet.
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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 ¼ 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 2
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12/7/07
Table 1. Project Structure and Objectives – Lick Creek Stream Restoration Site (D04013-1) Reach ID
Mitigation Type
Priority Level
Linear Footage
Stationing
1
Restoration
P1
3,690 ft
10+00 – 46+90
2
Restoration
P1
1,870 ft
3
Restoration
P1
4,008 ft
Total
9,568 ft
Description 3,690 ft of channel relocation of Wallace Branch
1,870 ft of channel relocation of Upper Lick Creek 3,650 ft of channel relocation of Lower Lick Creek and 28+70 – 65+20 358 ft of channel relocation of an Unnamed Tributary 10+00 – 28+70
1.3 PROJECT BACKGROUND Table 2. Project Activity and Reporting History – Lick Creek Stream Restoration Site (D04013-1)
Restoration Plan Final Design – (at least 90% complete) Construction Temporary S&E mix applied to entire project area Permanent seed mix applied to entire project area Live stakes planting Bare root trees planting Mitigation Plan / As-built (Year 0 Monitoring-baseline) Maintenance following Hurricane Alberto (Log vanes added and bank repairs) Year 1 Monitoring Year 2 Monitoring Year 3 Monitoring Year 4 Monitoring Year 5 Monitoring
Lick Creek Monitoring Year 2
Oct-04 Oct-04 Mar-05 Mar-05 Mar-05 Mar-05 Mar-05 Mar-05
Data Collection Complete N/A N/A N/A N/A N/A N/A N/A May-06
Actual Completion or Delivery Apr-05 Apr-05 Mar-06 Apr-06 Apr-06 Apr-06 Apr-06 Jun-06
N/A
N/A
Nov-06
Nov-06 Nov-07 Nov-08 Nov-09 Nov-10
Dec-06 Nov-07
Dec-06 Dec-07
Scheduled Completion
Activity or Report
2
12/7/07
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. 336-725-2010
Planting Contractor H & J Forestry Services
910-264-1612
Seeding Contractor North State Environmental, Inc.
Nursery Stock Suppliers Monitoring Performer Wolf Creek Engineering
Lick Creek Monitoring Year 2
2889 Lowery Street, Suite B Winston-Salem, NC 27101 Contact: Darrell Westmoreland, Tel. 336-725-2010 S.C. Supertree Nursery, Tel 800-222-1290 30 Ben Lippen School Rd. Asheville, NC 28806 Contact: Grant Ginn, Tel. 828-505-2186
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12/7/07
Table 4. Project Background Information – Lick Creek Stream Restoration Site (D04013-1) Project County: Drainage Area: Reach 1: Wallace Branch Reach 2: Lick Creek Reach 3: Lick Creek Estimated Drainage % Impervious Cover: Reach 1: Wallace Branch Reach 2: Lick Creek Reach 3: Lick Creek Stream Order: Reach 1: Wallace Branch Reach 2: Lick Creek Reach 3: Lick Creek Physiographic Region Ecoregion Rosgen Classification of As-Built Cowardin Classification Dominant Soil Types Reach 1: Wallace Branch Reach 2: Lick Creek Reach 3: Lick Creek Reference site ID
Lee County, NC 4.94 mi2 8.86 mi2 13.9 mi2 3
MY2 27 >100
63.8 2.4 4.3 11.4 >3
MY1 27 >100
MY5
MY+
774 1010 1.3 0.16 0.16 E5
38 0.13 42 134
Min 110 48 200 65 0.45 56 149
Max 130 60 260
774 1010 1.3 0.16 1.6
52 0.29 49 142
Med 120 54 230
MY-2 (2007)
MY4
Cross Section 1 Riffle
83.5 3.2 5.9
MY2 26.2
MY3
Min
Max
Med
MY-3 (2008)
72.3 2.8 5.2
MY1 25.7
MY5
MY+
Min
Max
Med
MY-4 (2009)
MY4
Cross Section 2 Pool
Morphoology and Hydraulic Monitoring Summary Lick Creek Stream Restoration Site (D04013-1) Reach 1: Wallace Branch
MY2
MY3
Min
Max
Med
MY-5 (2010)
MY1
MY5
MY+
Min
Max
Med
MY+ (2011)
MY4
Cross Section
Bkf Width (ft) Floodprone Width (ft)
Riffle Length (ft) Riffle Slope (ft) Pool length (ft) Pool Spacing (ft)
Beltwidth (ft) Radius of Curvature (ft) Meander Wavelength (ft)
0.8 7
0.7 6
MY3
86 0.19 28 180
Min 120 50 260 142 0.26 75 250
Max 150 90 290
810 1041 1.3 0.298 0.298
114 0.225 51.5 215
Med 135 70 275
MY5
MY+
810 1041 1.3 0.31 0.31 E5
80 0.2 32 152
Min 120 50 260 100 0.47 80 220
Max 150 90 290
810 1041 1.3 0.31 0.31
90 0.34 56 186
Med 135 70 275
MY-2 (2007)
MY4
Cross Section 3 Riffle
MY-1 (2006)
69.8 2.6 4.5 10 >3
MY2 26.4 >100
68 2.5 4.5 10.7 >3
MY1 27 >100
Additional Reach Parameters Valley Length (ft) 810 Channel Length (ft) 1041 Sinuosity 1.3 Water Surface Slope (ft/ft) 0.298 Bkf Slope (ft/ft) 0.298 Rosgen Classification E5 Habitat Index Macrobenthos
Profile
Pattern
Parameter
Bkf Cross Sectional Area (ft2) Bkf Mean Depth (ft) Bkf Max Depth (ft) Width/Depth Ratio Entrenchment Ratio Wetted Perimeter (ft) Hydraulic Radius (ft) Substrate D50 (mm) D84 (mm)
Dimension
Parameter
102.9 2.9 5.4
MY2 36
MY3
Min
Max
Med
MY-3 (2008)
109.7 2.9 5.7
MY1 38.1
MY5
MY+
Min
Max
Med
MY-4 (2009)
MY4
Cross Section 4 Pool
Morphoology and Hydraulic Monitoring Summary Lick Creek Stream Restoration Site (D04013-1) Reach 2: Lick Creek
MY2
MY3
Min
Max
Med
MY-5 (2010)
MY1
MY5
MY+
Min
Max
Med
MY+ (2011)
MY4
Cross Section
MY3
Min 180 70 300
794 1167 1.5 0.16 0.16 E5
138 0.145 110 240
Max 250 100 340
794 1167 1.5 0.16 0.16
115.5 0.104 78.5 220
Med 215 85 320
MY5
MY+
794 1167 1.5 0.13 0.13 E5
69 0.14 80 180
Min 180 70 300 104 0.53 112 265
Max 250 100 340
794 1167 1.5 0.13 0.13
87 0.33 96 223
Med 215 85 320
MY-2 (2007)
MY4
Cross Section 5 Riffle
MY-1 (2006)
Riffle Length (ft) 93 Riffle Slope (ft) 0.062 Pool length (ft) 47 Pool Spacing (ft) 200
Beltwidth (ft) Radius of Curvature (ft) Meander Wavelength (ft)
Additional Reach Parameters Valley Length (ft) Channel Length (ft) Sinuosity Water Surface Slope (ft/ft) Bkf Slope (ft/ft) Rosgen Classification Habitat Index Macrobenthos
Profile
Pattern
Parameter
160.2 3.6 7 12.4 >3
Bkf Cross Sectional Area (ft2) 162.1 Bkf Mean Depth (ft) 3.7 Bkf Max Depth (ft) 6.8 Width/Depth Ratio 11.6 Entrenchment Ratio >3 Wetted Perimeter (ft) Hydraulic Radius (ft) Substrate D50 (mm) 0.8 D84 (mm) 13 0.4 8
MY2 44.5 >150
Bkf Width (ft) Floodprone Width (ft)
MY1 43.4 >150
Dimension
Parameter
170.9 4 8.3
MY2 43
MY3
Min
Max
Med
MY-3 (2008)
164.1 3.6 7.8
MY1 45
MY5
MY+
Min
Max
Med
MY-4 (2009)
MY4
Cross Section 6 Pool
Morphoology and Hydraulic Monitoring Summary Lick Creek Stream Restoration Site (D04013-1) Reach 3: Lick Creek
MY2
MY3
Min
Max
Med
MY-5 (2010)
MY1
MY5
MY+
Min
Max
Med
MY+ (2011)
MY4
Cross Section
APPENDIX A
1. Vegetation Monitoring Plot Photos
Vegetation Plot No. 1
Year 1
Photo No. 1
Year 2
Photo No. 2
Lick Creek Monitoring Survey Year 2
12/4/07
Vegetation Plot No. 2
Year 1
Photo No. 3
Year 2
Photo No. 4
Lick Creek Monitoring Survey Year 2
12/4/07
Vegetation Plot No. 3
Year 1
Photo No. 5
Year 2
Photo No. 6
Lick Creek Monitoring Survey Year 2
12/4/07
Vegetation Plot No. 4
Year 1
Photo No. 7
Year 2
Photo No. 8
Lick Creek Monitoring Survey Year 2
12/4/07
Vegetation Plot No. 5
Year 1
Photo No. 9
Year 2
Photo No. 10
Lick Creek Monitoring Survey Year 2
12/4/07
Vegetation Plot No. 6
Year 1
Photo No. 11
Year 2
Photo No. 12
Lick Creek Monitoring Survey Year 2
12/4/07
Vegetation Plot No. 7
Year 1
Photo No. 13
Year 2
Photo No. 14
Lick Creek Monitoring Survey Year 2
12/4/07
Vegetation Plot No. 8
Year 1
Photo No. 15
Year 2
Photo No. 16
Lick Creek Monitoring Survey Year 2
12/4/07
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
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
Lick Creek Monitoring Year 2
12/4/07
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
Piping at Log Vane on Lick Creek, STA 29+50
11/27/07
Photo No. 23
Lick Creek Monitoring Year 2
12/4/07
Representative toe scour on outside of bend, Like Creek STA 40+50
11/27/07
Photo No. 24
Loss of Matting, Lick Creek STA 37+50,
11/27/07
Photo No. 25
Lick Creek Monitoring Year 2
12/4/07
Photo Station 1
Year 1
Photo No. 26
Year 2
Photo No. 27
Year 2 - 10’ offset from PP1
Photo No. 28
Lick Creek Monitoring Year 2
12/4/07
Photo Station 2
Year 1
Photo No. 29
Year 2
Photo No. 30
Year 2 - 10’ offset from PP2
Photo No. 31
Lick Creek Monitoring Year 2
12/4/07
Photo Station 3
Year 1
Photo No. 32
Year 2
Photo No. 33
Year 2 - 10’ offset from PP3
Photo No. 34
Lick Creek Monitoring Year 2
12/4/07
Photo Station 4
Year 1
Photo No. 35
Year 2
Photo No. 36
Year 2 - 10’ offset from PP4
Photo No. 37
Lick Creek Monitoring Year 2
12/4/07
Photo Station 5
Year 1
Photo No. 38
Year 2
Photo No. 39
Year 2 - 10’ offset from PP5
Photo No. 40
Lick Creek Monitoring Year 2
12/4/07
Photo Station 6
Year 1
Photo No. 41
Year 2
Photo No. 42
Year 2 - 10’ offset from PP6
Photo No. 43
Lick Creek Monitoring Year 2
12/4/07
Photo Station 7
Year 1
Photo No. 44
Year 2
Photo No. 45
Lick Creek Monitoring Year 2
12/4/07
Photo Station 8
Year 1
Photo No. 46
Year 2
Photo No. 47
Lick Creek Monitoring Year 2
12/4/07
Photo Station 9
Year 1
Photo No. 48
Year 2
Photo No. 49
Year 2 - 10’ offset from PP9
Photo No. 50
Lick Creek Monitoring Year 2
12/4/07
Photo Station 10
Year 1
Photo No. 51
Year 2
Photo No. 52
Lick Creek Monitoring Year 2
12/4/07
Photo Station 11
Year 1
Photo No. 53
Year 2
Photo No. 54
Year 2 - 10’ offset from PP11
Photo No. 55
Lick Creek Monitoring Year 2
12/4/07
Table B1. Visual Morphological Stability Assessment Lick Creek Stream Restoration Site (D04013-1) Wallace Branch: Reach 1 3,690 ft (# Stable) Total Total Number Number Number / Performing per As- feet in Metric as built unstable Intended state
Feature Category
A. Riffles
% Performing in Stable Condition
Feature Performing Mean or Total
1. Present 2. Armor stable 3. Facet grade appears stable 4. Minimal evidence of embedding/fining 5. Length appropriate
25 1 25 25 25
25 1 25 25 25
N/A N/A N/A N/A N/A
100% 100% 100% 100% 100%
100%
1. Present 2. Sufficently deep 3. Length appropriate
26 26 26
26 26 26
N/A N/A N/A
100% 100% 100%
100%
1. Upstream of meander bend centered 2. Downstream of meander bend centered
13 13
13 13
N/A N/A
100% 100%
100%
D. Meanders
1. Outer bend in state of limited erosion 2. Of those eroding, # w/ concomitant point bar formation 3. Apparent Rc within specification 4. Sufficient floodplain access and relief
26 N/A 26 25
26 N/A 26 26
N/A N/A N/A N/A
100% 100% 100% 96%
99%
E. Bed General
1. General channel bed agradation areas 2. Channel bed degradation - areas of increasing downcutting or head-cutting
N/A
N/A
2/50
99%
N/A
N/A
4/130
96%
98%
F. Vanes
1. Free of back or arm scour 2. Height appropriate 3. Angle and geometry appear appropriate 4. Free of piping or other structural failures
16 17 17 14
17 17 17 17
N/A N/A N/A N/A
94% 100% 100% 82%
94%
G. Wads/Boulders
1. Free of scour 2. Footing stable
33 33
33 33
N/A N/A
100% 100%
100%
% Performing in Stable Condition
Feature Performing Mean or Total
91% 100% 91% 100% 91%
95%
B. Pools
C. Thalweg
Table B1. Visual Morphological Stability Assessment
Feature Category
A. Riffles
Lick Creek Stream Restoration Site (D04013-1) Lick Creek: Reach 2 1,870 ft (# Stable) Total Total Number / Number Number Metric Performing per As- feet in built unstable as state Intended 1. Present 10 11 N/A 2. Armor stable 2 2 N/A 3. Facet grade appears stable 10 11 N/A 4. Minimal evidence of embedding/fining 11 11 N/A 5. Length appropriate 10 11 N/A
B. Pools
1. Present 2. Sufficently deep 3. Length appropriate
10 10 10
11 11 11
N/A N/A N/A
91% 91% 91%
91%
C. Thalweg
1. Upstream of meander bend centered 2. Downstream of meander bend centered
5 6
5 6
N/A N/A
100% 100%
100%
D. Meanders
1. Outer bend in state of limited erosion 2. Of those eroding, # w/ concomitant point bar formation 3. Apparent Rc within specification 4. Sufficient floodplain access and relief
10 N/A 11 11
11 N/A 11 11
N/A N/A N/A N/A
91% 100% 100% 100%
98%
E. Bed General
1. General channel bed agradation areas 2. Channel bed degradation - areas of increasing downcutting or head-cutting
N/A
N/A
2/40
98%
N/A
N/A
3/60
97%
98%
F. Vanes
1. Free of back or arm scour 2. Height appropriate 3. Angle and geometry appear appropriate 4. Free of piping or other structural failures
12 13 13 12
13 13 13 13
N/A N/A N/A N/A
92% 100% 100% 92%
96%
G. Wads/Boulders
1. Free of scour 2. Footing stable
22 22
22 22
N/A N/A
100% 100%
100%
Table B1. Visual Morphological Stability Assessment
Feature Category
A. Riffles
Lick Creek Stream Restoration Site (D04013-1) Lick Creek: Reach 3 4,008 ft (# Stable) Total Total Number Number Number / Metric Performing per As- feet in as built unstable Intended state 1. Present 17 17 N/A 2. Armor stable 1 1 N/A 3. Facet grade appears stable 15 17 N/A 4. Minimal evidence of embedding/fining 17 17 N/A 5. Length appropriate 17 17 N/A
% Performing in Stable Condition
Feature Performing Mean or Total
100% 100% 88% 100% 100%
98%
B. Pools
1. Present 2. Sufficently deep 3. Length appropriate
18 18 18
18 18 18
N/A N/A N/A
100% 100% 100%
100%
C. Thalweg
1. Upstream of meander bend centered 2. Downstream of meander bend centered
9 9
9 9
N/A N/A
100% 100%
100%
D. Meanders
1. Outer bend in state of limited erosion 2. Of those eroding, # w/ concomitant point bar formation 3. Apparent Rc within specification 4. Sufficient floodplain access and relief
18 N/A 18 18
18 N/A 18 18
N/A N/A N/A N/A
100% 100% 100% 100%
100%
E. Bed General
1. General channel bed agradation areas 2. Channel bed degradation - areas of increasing downcutting or head-cutting
N/A
N/A
0/0
100%
N/A
N/A
0/0
100%
100%
F. Vanes
1. Free of back or arm scour 2. Height appropriate 3. Angle and geometry appear appropriate 4. Free of piping or other structural failures
28 30 30 28
30 30 30 30
N/A N/A N/A N/A
93% 100% 100% 93%
97%
G. Wads/Boulders
1. Free of scour 2. Footing stable
35 36
36 36
N/A N/A
97% 100%
99%
Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 1 Reach 1 - Wallace Branch - Sta 12+83
Year 1
Year 2
Facing Downstream
Cross Section 220 218 216 Elevation (ft)
214
As-built Year 1 Year 2 Year 3 Year 4 Year 5
212 210 208 206 204 202 200 0
10
20
30
40
50
60
Station (ft)
As-Built Date 5/4/06 Area 60.5 Bkf W 26.5 Dmean 2.3 Dmax 3.9 W/d 11.6
Year 1 Date 11/17/06 Area 63.8 Bkf W 27 Dmean 2.4 Dmax 4.3 W/d 11.4
Year 2 Date 11/26/07 Area 62.7 Bkf W 27 Dmean 2.3 Dmax 4.4 W/d 11.6
Year 3 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 4 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 5 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 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 Station BM HI 0 2 5 9 12 15 18 20 21.5 22.8 23.2 24.5 26.1 27 28.2 29.5 32 36 38.5 43 48 51.7
Station BM HI
As-Built FS/BS Elev. 4.65 213.24 217.89 4.75 213.14 4.88 213.01 4.96 212.93 5.00 212.89 5.31 212.58 6.44 211.45 7.70 210.19 8.36 209.53 8.59 209.30 9.05 208.84 9.20 208.69 9.22 208.67 9.16 208.73 9.04 208.85 8.59 209.30 8.48 209.41 7.71 210.18 6.07 211.82 5.22 212.67 4.92 212.97 4.56 213.33 4.43 213.46
Year 3 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt GRND
TOB
EOW
EOW
HW TOB
IP
Desc. IR Lt
Station BM HI 1 8 11.5 15 18 19.9 21.3 21.4 22.4 23.1 24.2 25.1 26 26.3 27.5 29.4 30.9 34.7 38.5 44 51 51
Station BM HI
Year 1 FS/BS Elev. 5.54 213.24 218.78 5.65 213.13 5.93 212.85 6.06 212.72 7.22 211.56 8.53 210.25 9.19 209.59 9.28 209.50 9.36 209.42 9.82 208.96 10.24 208.54 10.40 208.38 10.39 208.39 10.25 208.53 10.22 208.56 9.69 209.09 9.35 209.43 8.78 210.00 7.45 211.33 6.07 212.71 5.76 213.02 5.39 213.39 5.55 213.23
Year 4 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
ToB BKF
LEW TOE
TOE REW BKF ToB
IR Rt
Desc. IR Lt
Station BM HI 0 5 10 11.5 14 16 18 19 20 21 22 22.3 22.8 23.4 24 25 26 26.9 27.3 28.4 29.8 30.4 31.4 32 33 35 37 38.5 40 42 48 5136 51.7
Year 2 FS/BS Elev. 5.01 213.24 218.25 5.07 213.18 5.30 212.95 5.34 212.91 5.51 212.74 6.20 212.05 6.96 211.29 7.95 210.30 8.22 210.03 8.56 209.69 8.60 209.65 8.84 209.41 8.95 209.30 9.65 208.60 9.77 208.48 9.78 208.47 9.87 208.38 9.90 208.35 9.66 208.59 9.25 209.00 8.83 209.42 8.80 209.45 8.52 209.73 8.22 210.03 8.03 210.22 7.61 210.64 6.83 211.42 6.04 212.21 5.54 212.71 5.40 212.85 5.27 212.98 4.85 213.40 4.80 213.45 4.75 213.50
Station BM HI
Year 5 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
EOW
EOW
IR Rt
Desc. IR Lt
Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 2 - Pool Reach 1 - Wallace Branch - Sta 13+78
Year 1
Year 2
Facing Downstream
Cross Section 220 218 216 Elevation (ft)
214
As-built Year 1 Year 2 Year 3 Year 4 Year 5
212 210 208 206 204 202 200 0
10
20
30
40
50
60
Station (ft)
As-Built Date 5/4/06 Area 69.2 Bkf W 27.3 Dmean 2.5 Dmax 5.0 W/d 10.8
Year 1 Date 11/17/06 Area 72.3 Bkf W 25.7 Dmean 2.8 Dmax 5.2 W/d 9.1
Year 2 Date 11/26/07 Area 83.5 Bkf W 26.2 Dmean 3.2 Dmax 5.9 W/d 8.2
Year 3 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 4 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 5 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 2 - Pool Reach 1 - Wallace Branch - Sta 13+78 Station BM HI 0 3 8 13 15 18 20 21.5 22.5 24.4 26 28 30 31.2 33.5 37 40 42.3 45 50 55 56.9
Station BM HI
As-Built FS/BS Elev. 4.81 213.08 217.89 4.87 213.02 5.03 212.86 4.99 212.90 4.98 212.91 5.69 212.20 7.27 210.62 8.36 209.53 9.16 208.73 10.09 207.80 10.91 206.98 11.09 206.80 10.93 206.96 10.06 207.83 9.96 207.93 8.46 209.43 7.47 210.42 6.61 211.28 6.08 211.81 5.46 212.43 5.20 212.69 5.01 212.88 4.84 213.05
Year 3 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt GRND
TOB
EOW
TOB
Desc. IR Lt
Station BM HI 1 7 12.2 15.4 16.3 18 19.4 19.8 20.6 22 23.1 24.4 26.1 27.2 28.4 29.8 30.5 31.8 32 34.2 36.7 39 42 45 50 56.7 56.7
Station BM HI
Year 1 FS/BS Elev. 4.87 213.08 217.95 4.99 212.96 4.99 212.96 4.99 212.96 5.91 212.04 6.35 211.60 7.21 210.74 7.95 210.00 8.54 209.41 9.54 208.41 10.60 207.35 11.22 206.73 11.44 206.51 11.57 206.38 11.46 206.49 11.35 206.60 11.10 206.85 10.71 207.24 10.21 207.74 10.20 207.75 8.60 209.35 7.53 210.42 6.96 210.99 6.10 211.85 5.62 212.33 5.21 212.74 5.08 212.87 4.90 213.05
Year 4 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
ToB BKF
LEW
TOE REW BKF ToB
IR Rt
Desc. IR Lt
Station BM HI 0 5 10 13 14 16 17 18 19 19.5 20.2 20.3 21 22 23 24 25 26 27 28 29 30 31 31.2 32 33 33.5 35 36.6 38 39.3 40.5 42.2 44 45.2 47 50 53 56.9 57
Year 2 FS/BS Elev. 5.07 213.08 218.15 5.14 213.01 5.14 213.01 5.24 212.91 5.19 212.96 5.54 212.61 6.23 211.92 6.63 211.52 7.24 210.91 7.75 210.40 8.16 209.99 9.02 209.13 9.73 208.42 10.20 207.95 11.04 207.11 11.60 206.55 12.04 206.11 12.20 205.95 12.14 206.01 12.10 206.05 12.08 206.07 11.95 206.20 11.83 206.32 11.68 206.47 10.86 207.29 10.63 207.52 10.20 207.95 9.75 208.40 8.56 209.59 7.69 210.46 7.47 210.68 7.08 211.07 6.72 211.43 6.32 211.83 6.22 211.93 5.85 212.30 5.62 212.53 5.36 212.79 5.31 212.84 5.25 212.90 5.13 213.02
Station BM HI
Year 5 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
EOW
EOW
IR Rt
Desc. IR Lt
Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 3 - Riffle Reach 2 - Lick Creek - Sta 13+37
Year 2
Year 1 Facing Downstream
Cross Section 220 218 216 Elevation (ft)
214
As-built Year 1 Year 2 Year 3 Year 4 Year 5
212 210 208 206 204 202 200 0
10
20
30
40
50
60
Station (ft)
As-Built Date 5/5/06 Area 64.5 Bkf W 28.9 Dmean 2.2 Dmax 4.4 W/d 13.0
Year 1 Date 11/17/06 Area 68.0 Bkf W 27 Dmean 2.5 Dmax 4.5 W/d 10.7
Year 2 Date 11/26/07 Area 69.8 Bkf W 26.4 Dmean 2.6 Dmax 4.5 W/d 10.0
Year 3 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 4 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 5 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 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 Station BM HI 0 5 10 14.5 17 20 24 25.2 26 27 29 32 33.4 33.7 35.3 37.4 40 43.4 50 55 57.8
Station BM HI
As-Built FS/BS Elev. 4.77 213.72 218.49 4.84 213.65 5.10 213.39 4.86 213.63 5.26 213.23 6.00 212.49 7.20 211.29 8.25 210.24 9.26 209.23 9.87 208.62 10.10 208.39 9.89 208.60 9.78 208.71 9.76 208.73 9.29 209.20 8.30 210.19 7.48 211.01 6.64 211.85 5.69 212.80 5.67 212.82 5.44 213.05 5.35 213.14
Year 3 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
TOB
EOW
EW HW TOB
IP
Desc. IR Lt
Station BM HI 1 6 11.5 16 19.8 21.7 22.7 25.2 26.7 28 29.2 30.3 32 33.3 34 34.6 35.3 37.5 39.3 43 47 57.6
Station BM HI
Year 1 FS/BS Elev. 4.56 213.72 218.28 4.70 213.58 4.81 213.47 4.64 213.64 5.49 212.79 6.85 211.43 8.32 209.96 9.60 208.68 10.06 208.22 9.95 208.33 9.77 208.51 9.59 208.69 9.42 208.86 9.41 208.87 9.55 208.73 9.56 208.72 8.36 209.92 7.51 210.77 7.23 211.05 6.49 211.79 5.56 212.72 5.40 212.88 5.10 213.18
Year 4 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
ToB BKF LEW TOE THL
TOE REW
BKF ToB Stake Rt
Desc. IR Lt
Station BM HI 0 5 10 13 15 16.5 18 19.4 20.2 20.9 21 21.2 21.9 23 25 27 29 31 33 33.8 34.6 35 36.5 37.5 38.8 40 41 43 46 50 55 57.9
Year 2 FS/BS Elev. 5.16 213.72 218.88 5.24 213.64 5.38 213.50 5.29 213.59 5.48 213.40 5.81 213.07 6.09 212.79 6.82 212.06 7.18 211.70 7.35 211.53 7.88 211.00 9.99 208.89 10.11 208.77 10.58 208.30 10.67 208.21 10.52 208.36 10.63 208.25 10.41 208.47 10.11 208.77 10.05 208.83 10.13 208.75 9.59 209.29 8.93 209.95 8.02 210.86 7.62 211.26 7.40 211.48 6.73 212.15 6.48 212.40 6.19 212.69 5.91 212.97 6.02 212.86 5.75 213.13 5.80 213.08
Station BM HI
Year 5 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
EOW
EOW
GROUND
Desc. IR Lt
Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 4 - Pool Reach 2 - Lick Creek - Sta 15+91
Year 1
Year 2
Facing Downstream
Cross Section 220 218 216 Elevation (ft)
214
As-built Year 1 Year 2 Year 3 Year 4 Year 5
212 210 208 206 204 202 200 0.0
10.0
20.0
30.0
40.0
50.0
60.0
Station (ft)
As-Built Date 5/5/06 Area 105.2 Bkf W 36.2 Dmean 2.9 Dmax 5.8 W/d 12.5
Year 1 Date 11/17/06 Area 109.7 Bkf W 38.1 Dmean 2.9 Dmax 5.7 W/d 13.2
Year 2 Date 11/26/07 Area 102.9 Bkf W 36 Dmean 2.9 Dmax 5.4 W/d 12.6
Year 3 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 4 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 5 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 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 Station BM HI 0.0 5.0 10.0 12.2 17.0 19.6 22.0 24.0 26.5 27.5 29.0 31.0 33.0 35.0 36.0 39.0 39.3 42.0 44.0 46.0 48.4 50.0 55.0 60.0 63.2
Station BM HI
As-Built FS/BS Elev. 5.27 212.56 217.83 5.31 212.52 5.42 212.41 5.23 212.60 5.27 212.56 6.47 211.36 7.28 210.55 8.03 209.80 8.48 209.35 9.23 208.60 10.13 207.70 10.16 207.67 10.11 207.72 10.32 207.51 10.82 207.01 11.04 206.79 9.95 207.88 7.39 210.44 7.49 210.34 7.07 210.76 6.11 211.72 4.96 212.87 4.89 212.94 4.94 212.89 4.74 213.09 4.61 213.22
Year 3 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
TOB HW
EW
TOB
IP RT
Desc. IR Lt
Station BM 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
Station BM HI
Year 1 FS/BS Elev. 5.80 212.56 218.36 5.86 212.50 5.96 212.40 5.85 212.51 6.72 211.64 6.98 211.38 8.38 209.98 9.10 209.26 9.58 208.78 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 9.11 209.25 8.01 210.35 7.99 210.37 7.63 210.73 6.79 211.57 5.35 213.01 5.28 213.08 5.28 213.08 5.25 213.11 5.16 213.20
Year 4 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
ToB BKF
LEW TOE
TOE REW
BKF ToB
IR Rt
Desc. IR Lt
Station BM HI 0 5 10 12 15 17.2 19 21 22 22.8 23.8 24.5 25.7 26.1 27.5 29 31.4 33 34.5 36 36.8 37.2 38.7 39 39.4 41 42 43.6 46 48 49 50 55 60 63.3
Year 2 FS/BS Elev. 6.00 212.56 218.56 6.04 212.52 6.17 212.39 5.96 212.60 6.02 212.54 6.84 211.72 7.09 211.47 7.69 210.87 8.60 209.96 8.92 209.64 8.98 209.58 9.26 209.30 9.87 208.69 10.04 208.52 10.19 208.37 10.44 208.12 10.38 208.18 10.85 207.71 10.98 207.58 11.03 207.53 11.35 207.21 11.45 207.11 10.99 207.57 10.50 208.06 10.15 208.41 8.13 210.43 8.25 210.31 8.03 210.53 7.81 210.75 6.76 211.80 6.00 212.56 5.60 212.96 5.50 213.06 5.52 213.04 5.51 213.05 5.49 213.07
Station BM HI
Year 5 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
EOW
EOW
GROUND
Desc. IR Lt
Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 5 - Riffle Reach 3 - Lick Creek - Sta 14+41.5
Year 1
Year 2
Facing Downstream
Cross Section 220 218 216 Elevation (ft)
214
As-built Year 1 Year 2 Year 3 Year 4 Year 5
212 210 208 206 204 202 200 0.0
10.0
20.0
30.0
40.0
50.0
60.0
Station (ft)
As-Built Date 5/5/06 Area 150.3 Bkf W 42.3 Dmean 3.6 Dmax 5.9 W/d 11.9
Year 1 Date 11/17/06 Area 162.1 Bkf W 43.4 Dmean 3.7 Dmax 6.8 W/d 11.6
Year 2 Date 11/26/07 Area 160.2 Bkf W 44.5 Dmean 3.6 Dmax 7.0 W/d 12.4
Year 3 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 4 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 5 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 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 Station BM HI 0.0 5.0 10.0 13.0 16.0 19.0 22.0 25.0 27.7 29.6 31.0 33.0 35.0 37.0 39.0 40.8 43.6 44.6 47.0 50.0 53.5 55.3 58.0 62.0 67.0 68.7 68.7
Station BM HI
As-Built FS/BS Elev. 5.13 209.56 214.69 5.22 209.47 5.07 209.62 5.25 209.44 5.25 209.44 6.11 208.58 7.31 207.38 8.48 206.21 9.38 205.31 10.36 204.33 10.49 204.20 11.04 203.65 11.16 203.53 11.18 203.51 11.00 203.69 10.88 203.81 10.49 204.20 10.09 204.60 9.51 205.18 8.47 206.22 7.06 207.63 5.67 209.02 5.00 209.69 4.84 209.85 4.46 210.23 4.68 210.01 4.55 210.14 4.46 210.23
Year 3 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt GRND
TOB
EOW
EOW
TOB
IR RT
Desc. IR Lt
Station BM HI 2.0 7.0 12.0 14.2 18.0 20.4 22.0 24.4 26.8 27.0 28.3 30.0 32.0 34.3 36.3 38.0 40.4 43.0 44.0 45.0 45.1 45.2 47.3 49.0 50.8 53.0 56.0 57.6 63.0 69.0 69.0
Station BM HI
Year 1 FS/BS Elev. 4.72 209.56 214.28 4.83 209.45 4.66 209.62 4.76 209.52 4.91 209.37 6.17 208.11 7.17 207.11 7.75 206.53 8.35 205.93 9.32 204.96 9.79 204.49 10.46 203.82 10.51 203.77 10.96 203.32 11.23 203.05 11.26 203.02 11.37 202.91 11.73 202.55 11.20 203.08 10.39 203.89 10.22 204.06 9.80 204.48 8.57 205.71 8.33 205.95 7.52 206.76 7.22 207.06 5.94 208.34 5.21 209.07 4.61 209.67 4.47 209.81 4.11 210.17 4.05 210.23
Year 4 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
ToB BKF
LEW TOE
REW BOULDER
BKF ToB
IR Rt
Desc. IR Lt
Station BM HI 0 5 10 12 14 16 18.2 19.4 21 24 25.5 26.5 27.6 30.4 30.5 31 32 33 34 35 37 39.7 41 42 43 44 44.6 44.6 44.9 47 49 50 53 56 59 62 66 68.9
Year 2 FS/BS Elev. 5.18 209.56 214.74 5.22 209.52 5.07 209.67 5.23 209.51 5.22 209.52 5.39 209.35 5.97 208.77 6.81 207.93 7.10 207.64 7.56 207.18 8.73 206.01 9.01 205.73 9.40 205.34 9.61 205.13 10.66 204.08 11.23 203.51 12.00 202.74 12.40 202.34 12.26 202.48 12.24 202.50 12.31 202.43 12.39 202.35 12.44 202.30 12.45 202.29 12.43 202.31 12.69 202.05 12.06 202.68 11.72 203.02 11.24 203.50 9.44 205.30 8.40 206.34 7.96 206.78 8.07 206.67 7.47 207.27 6.26 208.48 5.64 209.10 5.13 209.61 4.70 210.04 4.52 210.22
Station BM HI
Year 5 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
EOW
EOW ROCK
IR Rt
Desc. IR Lt
Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 6 - Pool Reach 3 - Lick Creek - Sta 15+73.5
Year 1
Year 2
Facing Downstream
Cross Section 220 218 216 Elevation (ft)
214
As-built Year 1 Year 2 Year 3 Year 4 Year 5
212 210 208 206 204 202 200 0.0
10.0
20.0
30.0
40.0
50.0
60.0
Station (ft)
As-Built Date 5/5/06 Area 140.7 Bkf W 43 Dmean 3.3 Dmax 6.7 W/d 13.1
Year 1 Date 11/17/06 Area 164.1 Bkf W 45 Dmean 3.6 Dmax 7.8 W/d 12.3
Year 2 Date 11/26/07 Area 170.9 Bkf W 43 Dmean 4.0 Dmax 8.3 W/d 10.8
Year 3 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 4 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 5 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 6 - Pool Reach 3 - Lick Creek - Sta 15+73.5 Station BM HI 0.0 5.0 10.0 13.0 16.0 20.0 24.0 26.2 28.4 30.2 31.9 32.5 32.9 34.5 36.0 38.0 40.0 42.0 44.0 45.8 46.7 48.9 51.0 54.0 56.0 57.0 59.0 62.0 66.0 70.9 70.9
Station BM HI
As-Built FS/BS Elev. 5.40 209.31 214.71 5.51 209.20 5.65 209.06 5.93 208.78 6.19 208.52 6.73 207.98 7.57 207.14 8.53 206.18 9.10 205.61 9.20 205.51 9.70 205.01 10.46 204.25 10.78 203.93 11.61 203.10 12.20 202.51 12.36 202.35 12.30 202.41 12.48 202.23 12.10 202.61 12.50 202.21 12.90 201.81 9.52 205.19 9.13 205.58 7.96 206.75 6.70 208.01 6.00 208.71 5.64 209.07 5.20 209.51 5.06 209.65 4.72 209.99 4.68 210.03 4.56 210.15
Year 3 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt GRND
TOB
EOW
TOB
IR RT
Desc. IR Lt
Station BM HI 1.0 7.0 9.0 11.0 15.0 21.0 24.0 27.3 29.0 29.5 30.7 32.0 34.0 35.0 36.5 38.0 39.0 40.0 41.3 43.0 44.7 46.0 46.2 47.0 49.3 51.7 53.3 54.3 56.0 58.0 60.0 64.0 68.0 71.0
Station BM HI
Year 1 FS/BS Elev. 4.77 209.31 214.08 4.90 209.18 5.07 209.01 5.16 208.92 5.31 208.77 5.78 208.30 6.95 207.13 7.76 206.32 7.94 206.14 8.36 205.72 8.63 205.45 9.74 204.34 10.70 203.38 11.94 202.14 11.73 202.35 11.99 202.09 12.64 201.44 12.82 201.26 13.16 200.92 13.05 201.03 12.61 201.47 12.40 201.68 12.31 201.77 9.73 204.35 9.17 204.91 8.92 205.16 8.28 205.80 6.73 207.35 6.30 207.78 5.43 208.65 4.86 209.22 4.50 209.58 4.43 209.65 3.96 210.12 4.12 209.96
Year 4 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
ToB
BKF
LEW TOE
REW
BKF ToB
IR Rt
Desc. IR Lt
Station BM HI 0 5 10 12 14 16 19 21.7 23 25 26.7 27.9 29.3 30.2 31.1 32.2 32.8 34.5 36 38 39.5 41 43 45 45.7 45.7 46.4 48 49 50 52 53.7 54.5 56 58 60 61.3 62 65 67 70.9
Year 2 FS/BS Elev. 5.87 209.31 215.18 5.95 209.23 6.08 209.10 6.29 208.89 6.43 208.75 6.68 208.50 7.10 208.08 7.61 207.57 8.51 206.67 8.77 206.41 8.91 206.27 9.15 206.03 9.65 205.53 9.81 205.37 10.42 204.76 11.78 203.40 13.00 202.18 13.57 201.61 13.75 201.43 13.89 201.29 14.35 200.83 14.76 200.42 14.75 200.43 14.29 200.89 13.97 201.21 13.75 201.43 11.76 203.42 10.27 204.91 9.82 205.36 9.44 205.74 9.12 206.06 8.89 206.29 8.61 206.57 7.47 207.71 6.48 208.70 5.87 209.31 5.59 209.59 5.59 209.59 5.94 209.24 5.96 209.22 5.38 209.80 5.23 209.95
Station BM HI
Year 5 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
EOW
EOW LOG
GROUND
Desc. IR Lt
214
216
218
220
200 1000
202
204
206
208
210
212
Elevation (ft)
1100
1200
1300
1400
Station (ft)
1500
Profile
1600
Lee County, NC Profile Reach 1 - Wallace Branch
Lick Creek Stream Restoration Site
Year 2 Water
Year 2 Bed
1900 Year 1 Water
1800 Year 1 Bed
1700
2000
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 1 - Wallace Branch
HI 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28
Station 1000 1010 1020 1030 1040 1050 1060 1070 1080 1090 1100 1110 1120 1130 1140 1150 1160 1170 1180 1188 1190 1200 1210 1220 1230 1240 1250 1260 1270 1280 1290 1300 1310 1320 1330 1335 1340 1350 1360 1370 1380 1390 1400 1410 1420 1430 1440 1450 1460 1471 1480 1490 1500 1520 1523 1530 1540 1550 1560 1566 1570 1580 1590 1600 1610 1620 1630
Bed FS 9.84 9.87 9.95 10.15 10.01 10.29 10.61 11.03 10.66 10.58 10.58 9.95 10.04 9.80 10.09 9.77 9.90 10.03 9.20 9.21 10.22 12.48 11.94 11.68 10.84 10.72 10.18 9.69 9.47 9.46 9.70 9.63 9.58 9.88 9.74 9.31 11.25 13.64 12.81 11.33 10.65 10.34 10.45 9.84 9.60 9.61 9.84 10.33 11.29 9.62 12.17 13.37 13.18 9.11 10.79 12.01 12.26 12.52 11.70 9.91 9.76 9.79 9.82 10.08 10.26 10.29 10.52
Bed Elev. 208.42 208.39 208.31 208.11 208.25 207.97 207.65 207.23 207.60 207.68 207.69 208.32 208.22 208.46 208.17 208.50 208.37 208.23 209.06 209.05 208.04 205.78 206.32 206.58 206.97 207.09 207.63 208.12 208.34 208.35 208.11 208.18 208.23 207.93 208.07 208.50 206.56 204.17 205.00 206.48 207.16 207.47 207.36 207.97 208.21 208.20 207.97 207.48 206.52 208.19 205.64 204.44 204.63 208.17 206.49 205.27 205.02 204.76 205.58 207.37 207.52 207.49 207.46 207.20 207.02 206.99 206.76
Water Depth 0.56 0.59 0.67 0.87 0.75 1.02 1.33 1.75 1.37 1.30 1.29 0.66 0.77 0.52 0.82 0.49 0.61 0.75 0.00 0.00 0.48 2.76 2.20 1.94 1.57 1.45 0.91 0.41 0.20 0.20 0.43 0.36 0.32 0.62 0.46 0.00 1.85 4.24 3.42 1.96 1.25 0.95 1.06 0.44 0.20 0.12 0.34 0.84 1.80 0.12 2.54 3.80 3.58 0.00 1.50 2.74 2.98 3.23 2.40 0.63 0.46 0.50 0.54 0.80 0.99 1.02 1.24
Year 2 Water Elev. 208.98 208.98 208.98 208.98 209.00 208.99 208.98 208.98 208.97 208.98 208.98 208.98 208.99 208.98 208.99 208.99 208.98 208.98 209.06 209.05 208.52 208.54 208.52 208.52 208.54 208.54 208.54 208.53 208.54 208.55 208.54 208.54 208.55 208.55 208.53 208.50 208.41 208.41 208.42 208.44 208.41 208.42 208.42 208.41 208.41 208.32 208.31 208.32 208.32 208.31 208.18 208.24 208.21 208.17 207.99 208.01 208.00 207.99 207.98 208.00 207.98 207.99 208.00 208.00 208.01 208.01 208.00
Bankfull FS
Bankfull Elev.
Description Begin Profile
Log Vane INV
Log Vane INV
Log Vane INV
Rock Cross Vane INV
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 1 - Wallace Branch
HI 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25
Station 1640 1652 1661 1671 1672 1685 1700 1710 1720 1728 1730 1740 1751 1763 1780 1790 1800 1810 1821 1824 1840 1850 1862 1866 1871 1880 1890 1902 1910 1918 1930 1940 1950 1960 1970 1980
Bed FS 10.90 11.12 11.40 10.66 9.30 9.39 9.34 9.35 9.54 9.38 10.47 10.34 10.69 11.41 12.77 13.27 12.44 11.47 10.13 9.51 9.36 9.54 9.57 11.66 12.06 11.54 10.07 9.95 11.20 11.36 11.30 11.36 11.19 11.79 11.32 9.85
Bed Elev. 206.38 206.16 205.88 206.62 207.98 207.89 207.94 207.93 207.74 207.90 206.81 206.94 206.59 205.87 204.51 204.01 204.84 205.78 207.12 207.74 207.89 207.71 207.69 205.59 205.19 205.72 207.18 207.30 206.06 205.89 205.95 205.89 206.06 205.47 205.93 207.40
Water Depth 1.61 1.85 2.10 1.40 0.00 0.10 0.00 0.00 0.14 0.00 0.80 0.89 1.02 1.75 3.10 3.60 2.78 1.82 0.50 0.00 0.00 0.00 0.00 1.72 2.13 1.60 0.12 0.00 1.10 1.22 1.19 1.23 1.07 1.65 1.20 0.00
Year 2 Water Elev. 207.99 208.01 207.98 208.02 207.98 207.99 207.94 207.93 207.88 207.90 207.61 207.83 207.61 207.62 207.61 207.61 207.62 207.60 207.62 207.74 207.89 207.71 207.69 207.31 207.32 207.32 207.30 207.30 207.16 207.11 207.14 207.12 207.13 207.12 207.13 207.40
Bankfull FS
Bankfull Elev.
Description
Log Vane INV
214
216
218
220
200 1000
202
204
206
208
210
212
Elevation (ft)
1100
1200
1300
1400
Station (ft)
1500
Profile
1600
Lee County, NC Profile Reach 2 - Lick Creek
Lick Creek Stream Restoration Site
Year 2 Water
Year 2 Bed
1900 Year 1 Water
1800 Year 1 Bed
1700
2000
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 2 - Lick Creek
HI 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64
Station 1000 1010 1020 1030 1038 1046 1055 1058 1066 1070 1076 1085 1095 1105 1110 1130 1140 1150 1160 1170 1180 1190 1200 1210 1218 1230 1239 1241 1250 1260 1270 1275 1280 1290 1300 1310 1322 1330 1340 1350 1360 1370 1380 1390 1400 1410 1420 1430 1436 1440 1450 1460 1470 1480 1490 1496 1505 1510 1520 1530 1540 1554 1560 1570 1579 1580 1600
Bed FS 9.47 9.23 9.35 9.55 8.95 10.15 9.15 8.89 11.08 12.51 13.70 12.16 11.22 10.05 9.73 9.64 10.03 9.91 10.08 9.91 9.91 9.89 10.59 11.44 12.69 11.47 9.75 11.62 12.84 12.19 10.85 10.78 10.17 10.22 10.45 10.85 10.50 10.43 10.42 10.38 10.77 10.59 10.73 10.45 10.03 10.34 10.70 11.14 11.62 10.91 10.50 10.96 11.06 11.08 11.86 12.24 11.93 12.13 12.27 13.62 12.19 10.23 12.59 10.93 11.54 10.76 11.25
Bed Elev. 209.27 209.51 209.39 209.19 209.79 208.59 209.59 209.85 207.66 206.23 205.04 206.58 207.52 208.69 209.01 209.10 208.71 208.83 208.66 208.83 208.83 208.85 208.15 207.30 206.05 207.27 208.99 207.12 205.90 206.55 207.89 207.86 208.47 208.42 208.19 207.79 208.14 208.21 208.22 208.26 207.87 208.05 207.91 208.19 208.61 208.30 207.94 207.50 207.02 207.73 208.14 207.68 207.58 207.56 206.78 206.40 206.71 206.51 206.37 205.02 206.45 208.41 206.05 207.71 207.10 207.88 207.39
Water Depth 1.00
Year 2 Water Elev. 210.27
1.07 0.45 1.66 0.66 0.36 1.92 3.35 4.49 3.00 2.05 0.90 0.57 0.47 0.72 0.62 0.81 0.60 0.57 0.50 1.13 1.98 3.22 2.01 0.10 1.72 2.95 2.30 0.98 0.98 0.36 0.38 0.60 1.00 0.65
210.26 210.24 210.25 210.25 210.21 209.58 209.58 209.53 209.58 209.57 209.59 209.58 209.57 209.43 209.45 209.47 209.43 209.40 209.35 209.28 209.28 209.27 209.28 209.09 208.84 208.85 208.85 208.87 208.84 208.83 208.80 208.79 208.79 208.79
0.56 0.52 0.90 0.72 0.86 0.58 0.12 0.40 0.76 1.19 1.69 0.98 0.56 1.01 1.10 1.13 1.91 2.29 1.98 2.18 2.31 3.66 2.26 0.26 2.34 0.67 1.29 0.49 0.93
208.78 208.78 208.77 208.77 208.77 208.77 208.73 208.70 208.70 208.69 208.71 208.71 208.70 208.69 208.68 208.69 208.69 208.69 208.69 208.69 208.68 208.68 208.71 208.67 208.39 208.38 208.39 208.37 208.32
Bankfull FS
Bankfull Elev.
Description
Rock Cross Vane INV
Log Vane INV
Rock Cross Vane INV
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 2 - Lick Creek
HI 218.64 218.64 218.64 218.64 218.64 218.64 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 218.57 218.57 218.57 218.57 218.57 218.57 218.57 218.57 218.57
Station 1611 1620 1630 1640 1650 1660 1668 1677 1682 1690 1698 1702 1704 1710 1720 1727 1731 1737 1744 1750 1760 1770 1780 1790 1800 1810 1820 1830 1840 1850 1860 1870 1881 1890 1900 1910 1920 1931 1940 1950 1960 1970 1980 1990 2000 2005
Bed FS 11.62 11.07 11.42 11.56 11.60 13.97 12.62 11.73 10.23 9.14 9.02 12.86 13.05 11.01 10.25 10.75 9.89 9.78 10.78 10.51 9.89 9.62 9.85 9.72 9.73 9.88 9.77 9.77 9.98 9.85 9.86 9.96 10.27 10.57 10.88 11.23 10.96 14.42 12.91 12.13 12.04 11.96 11.83 11.95 11.82 12.84
Bed Elev. 207.02 207.57 207.22 207.08 207.04 204.67 204.16 205.05 206.55 207.64 207.76 203.92 203.73 205.77 206.53 206.03 206.89 207.00 206.00 206.27 206.89 207.16 206.93 207.06 207.05 206.90 207.01 207.01 206.80 206.93 206.92 206.82 206.51 206.21 205.90 205.55 205.82 204.15 205.67 206.44 206.54 206.61 206.74 206.62 206.75 205.73
Water Depth 1.28 0.78 1.08 1.23 1.25 3.62 4.12 3.24 1.76 0.65 0.49 3.70 3.89 1.85 1.07 1.59 0.71 0.61 1.59 1.34 0.70 0.42 0.59 0.40 0.39 0.49 0.35 0.34 0.55 0.41 0.41 0.50 0.70 0.99 1.34 1.66 1.39 3.05 1.54 0.76 0.67 0.57 0.46 0.59 0.44 0.43
Year 2 Water Elev. 208.30 208.35 208.30 208.31 208.29 208.29 208.28 208.29 208.31 208.29 208.25 207.62 207.62 207.62 207.60 207.62 207.60 207.61 207.59 207.61 207.59 207.58 207.52 207.46 207.44 207.39 207.36 207.35 207.35 207.34 207.33 207.32 207.21 207.20 207.24 207.21 207.21 207.20 207.21 207.20 207.21 207.18 207.20 207.21 207.19 206.16
Bankfull FS
Bankfull Elev.
Description
Log Vane INV
Log Vane INV
209
211
213
215
195 1000
197
199
201
203
205
207
Elevation (ft)
1100
1200
1300
1400
Station (ft)
1500
Profile
1600
Lee County, NC Profile Reach 3 - Lick Creek
Lick Creek Stream Restoration Site
Year 2 Water
Year 2 Bed
1900 Year 1 Water
1800 Year 1 Bed
1700
2000
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 3 - Lick Creek
HI 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66
Station 1000 1010 1020 1030 1040 1050 1060 1070 1080 1090 1100 1112 1120 1130 1140 1152 1160 1170 1180 1190 1200 1210 1220 1230 1240 1250 1260 1270 1280 1290 1300 1310 1314 1319 1330 1340 1350 1353 1360 1370 1382 1390 1400 1410 1412 1420 1430 1440 1450 1460 1470 1480 1490 1500 1510 1519 1525 1535 1540 1553 1560 1570 1580 1590 1600 1610 1620
Bed FS 12.06 12.35 12.38 12.20 12.15 12.76 13.04 13.05 13.20 14.41 13.77 12.93 15.16 16.41 15.75 14.53 13.24 12.68 12.47 12.24 12.10 11.93 11.95 11.98 11.80 11.79 11.79 11.86 12.16 12.36 12.69 12.66 12.08 14.76 16.92 16.36 14.41 12.38 14.02 13.48 11.40 14.50 12.42 12.43 12.48 12.28 11.87 11.81 11.71 11.66 11.62 11.63 11.76 11.92 11.82 11.50 14.60 15.05 14.29 11.99 13.77 13.20 12.67 12.25 12.03 11.92 11.89
Bed Elev. 203.34 203.05 203.02 203.20 203.25 202.64 202.36 202.35 202.20 200.99 201.63 202.47 200.24 198.99 199.65 200.87 202.16 202.72 202.93 203.16 203.30 203.47 203.45 203.42 203.60 203.61 203.61 203.54 203.24 203.04 202.71 202.74 203.32 200.64 198.48 199.04 200.99 203.02 201.38 201.19 203.26 200.16 202.24 202.23 202.19 202.38 202.79 202.86 202.95 203.00 203.04 203.03 202.90 202.74 202.84 203.16 200.06 199.61 200.37 202.67 200.89 201.46 201.99 202.41 202.63 202.74 202.78
Water Depth 0.82 1.10 1.12 0.95 0.90 1.49 1.77 1.78 1.92 3.14 2.51 1.66 3.71 4.95 4.30 3.10 1.78 1.24 1.01 0.80 0.67 0.49 0.50 0.54 0.36 0.35 0.30 0.35 0.65 0.84 1.16 1.14 0.55 3.21 5.37 4.93 2.88 0.80 2.36 2.52 0.42 3.28 1.25 1.22 1.28 1.18 0.67 0.60 0.51 0.45 0.41 0.42 0.55 0.70 0.62 0.25 3.32 3.77 3.02 0.70 2.45 1.89 1.36 0.94 0.72 0.61 0.56
Year 2 Water Elev. 204.16 204.15 204.14 204.15 204.15 204.13 204.13 204.13 204.12 204.13 204.14 204.13 203.95 203.94 203.95 203.97 203.94 203.96 203.94 203.96 203.97 203.96 203.95 203.96 203.96 203.96 203.91 203.89 203.89 203.88 203.87 203.88 203.87 203.85 203.85 203.97 203.87 203.82 203.74 203.71 203.68 203.44 203.49 203.45 203.47 203.56 203.46 203.46 203.46 203.45 203.45 203.45 203.45 203.44 203.46 203.41 203.38 203.38 203.39 203.37 203.34 203.35 203.35 203.35 203.35 203.35 203.34
Bankfull FS
Bankfull Elev.
Description
Log Vane INV
Log Vane INV
Log Vane INV
Rock Cross Vane INV
Log Vane INV
Log Vane INV
Log Vane INV
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 3 - Lick Creek
HI 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95
Station 1630 1640 1650 1660 1670 1680 1690 1699 1710 1720 1730 1740 1750 1760 1770 1780 1788 1795 1805 1811 1820 1827 1840 1850 1860 1870 1880 1890 1900 1910 1920 1930 1940 1950 1959 1964 1970 1980 1990 1998 2010 2014 2020 2030 2040 2051 2060 2070 2080 2090 2105
Bed FS 11.70 11.70 11.66 11.63 11.68 11.79 11.99 11.86 13.70 14.20 14.17 13.84 13.24 12.71 12.15 15.35 15.91 15.16 14.29 12.54 11.59 12.05 11.17 11.63 11.42 11.24 11.22 11.31 11.35 11.53 11.57 11.56 12.01 12.27 12.62 11.83 12.92 12.56 13.54 13.40 13.14 12.48 13.08 12.61 13.08 13.20 13.08 11.93 11.51 11.48 11.71
Bed Elev. 202.96 202.97 203.00 203.03 202.98 202.87 202.67 202.80 200.96 200.46 200.49 200.83 201.42 201.95 202.51 199.31 198.75 199.50 200.37 202.12 202.36 201.90 202.78 202.32 202.53 202.71 202.73 202.64 202.61 202.42 202.38 202.39 201.94 201.68 201.33 202.12 201.03 201.39 200.41 200.55 200.81 201.47 200.87 201.34 200.87 200.75 200.87 202.02 202.44 202.47 202.24
Water Depth 0.40 0.37 0.35 0.29 0.33 0.41 0.60 0.44 2.24 2.73 2.71 2.37 1.79 1.26 0.67 3.86 4.47 3.66 2.80 1.02 0.81 1.27 0.35 0.79 0.58 0.39 0.23 0.30 0.22 0.38 0.40 0.39 0.81 1.08 1.32 0.63 1.73 1.37 2.33 2.19 1.96 1.29 1.89 1.43 1.89 2.01 1.89 0.74 0.32 0.07 0.39
Year 2 Water Elev. 203.36 203.34 203.35 203.32 203.31 203.28 203.27 203.24 203.20 203.19 203.20 203.20 203.21 203.21 203.18 203.17 203.22 203.16 203.17 203.14 203.17 203.17 203.13 203.11 203.11 203.10 202.96 202.94 202.83 202.80 202.78 202.78 202.75 202.76 202.65 202.75 202.76 202.76 202.74 202.74 202.77 202.76 202.76 202.77 202.76 202.76 202.76 202.76 202.76 202.54 202.63
Bankfull FS
Bankfull Elev.
Description
Log Vane INV
Log Vane INV
Log Vane INV
Log Vane INV
Log Vane INV
artificial
bedrock clay hardpan detritus/wood
total count:
Pebble Count of Channel Reach Material Size Range (mm) silt/clay 0 0.062 very fine sand 0.062 0.13 0.13 0.25 fine sand medium sand 0.25 0.5 0.5 1 coarse sand very coarse sand 1 2 2 4 very fine gravel 4 6 fine gravel 6 8 fine gravel 8 11 medium gravel 11 16 medium gravel 16 22 coarse gravel 22 32 coarse gravel very coarse gravel 32 45 very coarse gravel 45 64 small cobble 64 90 medium cobble 90 128 large cobble 128 180 very large cobble 180 256 small boulder 256 362 small boulder 362 512 medium boulder 512 1024 large boulder 1024 2048 very large boulder 2048 4096 total particle count:
108
Count 0 43 16 3 2 8 0 4 7 9 13 3 0 0 0 0 0 0 0 0 0 0 0 0 108 ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## 0.1
1000
percent finer than
based on sediment particles only based on total count
0.11
0.082
0.2
D50
2
D65
sand 67%
silt/clay 0%
33%
gravel
0%
cobble
percent by substrate type
D35
size percent less than (mm) D16
0%
boulder
11
D84
0%
bedrock
15
D95
# of particles
0%
hardpan
27.3
0%
wood/det
0.9
gradation geo mean
0%
artificial
11.3
std dev
particle size distribution
cumulative %
5
10%
particle size (mm)
10
20%
0 10000
15
30%
100
20
40%
10
25
50%
1
30
60%
0% 0.01
35
70%
40
80%
50 45
Pebble Count, Lick Creek Stream Restoration Site
90%
100%
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 1 Note: Reach 1 - Wallace Branch Riffle
number of particles
artificial
bedrock clay hardpan detritus/wood
total count:
Pebble Count of Channel Reach Material Size Range (mm) silt/clay 0 0.062 very fine sand 0.062 0.13 0.13 0.25 fine sand medium sand 0.25 0.5 0.5 1 coarse sand very coarse sand 1 2 2 4 very fine gravel 4 6 fine gravel 6 8 fine gravel 8 11 medium gravel 11 16 medium gravel 16 22 coarse gravel 22 32 coarse gravel very coarse gravel 32 45 very coarse gravel 45 64 small cobble 64 90 medium cobble 90 128 large cobble 128 180 very large cobble 180 256 small boulder 256 362 small boulder 362 512 medium boulder 512 1024 large boulder 1024 2048 very large boulder 2048 4096 total particle count:
134
Count 0 21 24 11 7 16 2 10 8 22 8 4 1 0 0 0 0 0 0 0 0 0 0 0 134 ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## percent finer than
based on sediment particles only based on total count
0% 0.01
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
1
0.28
0.127
1.2
D50
5
D65
sand 59%
silt/clay 0%
41%
gravel
0%
cobble
percent by substrate type
D35
0%
boulder
10
D84
particle size (mm)
10
size percent less than (mm) D16
0.1
1000
15
D95
0%
# of particles
0 10000
5
10
15
20
25
30
0%
hardpan
8.8
0%
wood/det
1.1
gradation geo mean
0%
artificial
8.8
std dev
particle size distribution
cumulative %
bedrock
100
Pebble Count, Lick Creek Stream Restoration Site
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 1 Note: Reach 1 - Wallace Branch
number of particles
artificial
bedrock clay hardpan detritus/wood
total count:
Pebble Count of Channel Reach Material Size Range (mm) silt/clay 0 0.062 very fine sand 0.062 0.13 0.13 0.25 fine sand medium sand 0.25 0.5 0.5 1 coarse sand very coarse sand 1 2 2 4 very fine gravel 4 6 fine gravel 6 8 fine gravel 8 11 medium gravel 11 16 medium gravel 16 22 coarse gravel 22 32 coarse gravel very coarse gravel 32 45 very coarse gravel 45 64 small cobble 64 90 medium cobble 90 128 large cobble 128 180 very large cobble 180 256 small boulder 256 362 small boulder 362 512 medium boulder 512 1024 large boulder 1024 2048 very large boulder 2048 4096 total particle count:
100
Count 15 11 12 9 2 7 10 4 7 7 11 3 2 0 0 0 0 0 0 0 0 0 0 0 100 ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## percent finer than
based on sediment particles only based on total count
0% 0.01
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
1
0.21
0.066
1.1
D50
4
D65
sand 41%
silt/clay 15%
44%
gravel
0%
cobble
percent by substrate type
D35
0%
boulder
11
D84
particle size (mm)
10
size percent less than (mm) D16
0.1
1000
16
D95
0%
# of particles
0 10000
2
4
6
8
10
12
14
16
0%
hardpan
13.3
0%
wood/det
0.9
gradation geo mean
0%
artificial
12.9
std dev
particle size distribution
cumulative %
bedrock
100
Pebble Count, Lick Creek Stream Restoration Site
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 1 Note: Reach 2 - Lick Creek Riffle
number of particles
artificial
bedrock clay hardpan detritus/wood
total count:
Pebble Count of Channel Reach Material Size Range (mm) silt/clay 0 0.062 very fine sand 0.062 0.13 0.13 0.25 fine sand medium sand 0.25 0.5 0.5 1 coarse sand very coarse sand 1 2 2 4 very fine gravel 4 6 fine gravel 6 8 fine gravel 8 11 medium gravel 11 16 medium gravel 16 22 coarse gravel 22 32 coarse gravel very coarse gravel 32 45 very coarse gravel 45 64 small cobble 64 90 medium cobble 90 128 large cobble 128 180 very large cobble 180 256 small boulder 256 362 small boulder 362 512 medium boulder 512 1024 large boulder 1024 2048 very large boulder 2048 4096 total particle count:
100
Count 26 0 10 4 17 13 7 4 4 3 3 1 1 1 0 3 2 1 0 0 0 0 0 0 100 ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## percent finer than
based on sediment particles only based on total count
0% 0.01
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
1
0.23
0.062
0.8
D50
2
D65
sand 44%
silt/clay 26%
24%
gravel
6%
cobble
percent by substrate type
D35
0%
boulder
7
D84
particle size (mm)
10
size percent less than (mm) D16
0.1
1000
72
D95
0%
# of particles
0 10000
5
10
15
20
25
30
0%
hardpan
11.0
0%
wood/det
0.7
gradation geo mean
0%
artificial
11.0
std dev
particle size distribution
cumulative %
bedrock
100
Pebble Count, Lick Creek Stream Restoration Site
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 1 Note: Reach 2 - Lick Creek
number of particles
artificial
bedrock clay hardpan detritus/wood
total count:
Pebble Count of Channel Reach Material Size Range (mm) silt/clay 0 0.062 very fine sand 0.062 0.13 0.13 0.25 fine sand medium sand 0.25 0.5 0.5 1 coarse sand very coarse sand 1 2 2 4 very fine gravel 4 6 fine gravel 6 8 fine gravel 8 11 medium gravel 11 16 medium gravel 16 22 coarse gravel 22 32 coarse gravel very coarse gravel 32 45 very coarse gravel 45 64 small cobble 64 90 medium cobble 90 128 large cobble 128 180 very large cobble 180 256 small boulder 256 362 small boulder 362 512 medium boulder 512 1024 large boulder 1024 2048 very large boulder 2048 4096 total particle count:
101
Count 0 5 22 15 7 9 0 4 6 10 12 6 4 0 1 0 0 0 0 0 0 0 0 0 101 ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## percent finer than
based on sediment particles only based on total count
0% 0.01
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
1
0.37
0.178
1.1
D50
7
D65
sand 57%
silt/clay 0%
43%
gravel
0%
cobble
percent by substrate type
D35
0%
boulder
14
D84
particle size (mm)
10
size percent less than (mm) D16
0.1
1000
22
D95
0%
# of particles
0 10000
5
10
15
20
25
0%
hardpan
9.2
0%
wood/det
1.6
gradation geo mean
0%
artificial
8.8
std dev
particle size distribution
cumulative %
bedrock
100
Pebble Count, Lick Creek Stream Restoration Site
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 1 Note: Reach 3 - Lick Creek Riffle
number of particles
artificial
bedrock clay hardpan detritus/wood
total count:
Pebble Count of Channel Reach Material Size Range (mm) silt/clay 0 0.062 very fine sand 0.062 0.13 0.13 0.25 fine sand medium sand 0.25 0.5 0.5 1 coarse sand very coarse sand 1 2 2 4 very fine gravel 4 6 fine gravel 6 8 fine gravel 8 11 medium gravel 11 16 medium gravel 16 22 coarse gravel 22 32 coarse gravel very coarse gravel 32 45 very coarse gravel 45 64 small cobble 64 90 medium cobble 90 128 large cobble 128 180 very large cobble 180 256 small boulder 256 362 small boulder 362 512 medium boulder 512 1024 large boulder 1024 2048 very large boulder 2048 4096 total particle count:
126
Count 16 16 13 23 6 21 3 3 6 9 6 2 2 0 0 0 0 0 0 0 0 0 0 0 126 ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## percent finer than
based on sediment particles only based on total count
0% 0.01
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
1
0.24
0.074
0.4
D50
1
D65
sand 63%
silt/clay 13%
25%
gravel
0%
cobble
percent by substrate type
D35
0%
boulder
8
D84
particle size (mm)
10
size percent less than (mm) D16
0.1
1000
14
D95
0%
# of particles
0 10000
5
10
15
20
25
0%
hardpan
11.7
0%
wood/det
0.8
gradation geo mean
0%
artificial
10.1
std dev
particle size distribution
cumulative %
bedrock
100
Pebble Count, Lick Creek Stream Restoration Site
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 1 Note: Reach 3 - Lick Creek
number of particles
Submitted to:
North Carolina Department of Environment and Natural Resources North Carolina Ecosystem Enhancement Program 1652 Mail Service Center Raleigh, NC 27699-1652 Submitted by:
Restoration Systems, LLC 1101 Haynes Street, Suite 107 Raleigh, North Carolina 27604 December 7, 2007
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:
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
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12/7/07
LIST OF APPENDICES Appendix A: Vegetation 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
Lick Creek Monitoring Year 2
ii
12/7/07
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 onsite 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 vegetation. 3) Removal of emergent Chinese privet.
Lick Creek Monitoring Year 2
iii
12/7/07
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 ¼ 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 2
1
12/7/07
Table 1. Project Structure and Objectives – Lick Creek Stream Restoration Site (D04013-1) Reach ID
Mitigation Type
Priority Level
Linear Footage
Stationing
1
Restoration
P1
3,690 ft
10+00 – 46+90
2
Restoration
P1
1,870 ft
3
Restoration
P1
4,008 ft
Total
9,568 ft
Description 3,690 ft of channel relocation of Wallace Branch
1,870 ft of channel relocation of Upper Lick Creek 3,650 ft of channel relocation of Lower Lick Creek and 28+70 – 65+20 358 ft of channel relocation of an Unnamed Tributary 10+00 – 28+70
1.3 PROJECT BACKGROUND Table 2. Project Activity and Reporting History – Lick Creek Stream Restoration Site (D04013-1)
Restoration Plan Final Design – (at least 90% complete) Construction Temporary S&E mix applied to entire project area Permanent seed mix applied to entire project area Live stakes planting Bare root trees planting Mitigation Plan / As-built (Year 0 Monitoring-baseline) Maintenance following Hurricane Alberto (Log vanes added and bank repairs) Year 1 Monitoring Year 2 Monitoring Year 3 Monitoring Year 4 Monitoring Year 5 Monitoring
Lick Creek Monitoring Year 2
Oct-04 Oct-04 Mar-05 Mar-05 Mar-05 Mar-05 Mar-05 Mar-05
Data Collection Complete N/A N/A N/A N/A N/A N/A N/A May-06
Actual Completion or Delivery Apr-05 Apr-05 Mar-06 Apr-06 Apr-06 Apr-06 Apr-06 Jun-06
N/A
N/A
Nov-06
Nov-06 Nov-07 Nov-08 Nov-09 Nov-10
Dec-06 Nov-07
Dec-06 Dec-07
Scheduled Completion
Activity or Report
2
12/7/07
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. 336-725-2010
Planting Contractor H & J Forestry Services
910-264-1612
Seeding Contractor North State Environmental, Inc.
Nursery Stock Suppliers Monitoring Performer Wolf Creek Engineering
Lick Creek Monitoring Year 2
2889 Lowery Street, Suite B Winston-Salem, NC 27101 Contact: Darrell Westmoreland, Tel. 336-725-2010 S.C. Supertree Nursery, Tel 800-222-1290 30 Ben Lippen School Rd. Asheville, NC 28806 Contact: Grant Ginn, Tel. 828-505-2186
3
12/7/07
Table 4. Project Background Information – Lick Creek Stream Restoration Site (D04013-1) Project County: Drainage Area: Reach 1: Wallace Branch Reach 2: Lick Creek Reach 3: Lick Creek Estimated Drainage % Impervious Cover: Reach 1: Wallace Branch Reach 2: Lick Creek Reach 3: Lick Creek Stream Order: Reach 1: Wallace Branch Reach 2: Lick Creek Reach 3: Lick Creek Physiographic Region Ecoregion Rosgen Classification of As-Built Cowardin Classification Dominant Soil Types Reach 1: Wallace Branch Reach 2: Lick Creek Reach 3: Lick Creek Reference site ID
Lee County, NC 4.94 mi2 8.86 mi2 13.9 mi2 3
MY2 27 >100
63.8 2.4 4.3 11.4 >3
MY1 27 >100
MY5
MY+
774 1010 1.3 0.16 0.16 E5
38 0.13 42 134
Min 110 48 200 65 0.45 56 149
Max 130 60 260
774 1010 1.3 0.16 1.6
52 0.29 49 142
Med 120 54 230
MY-2 (2007)
MY4
Cross Section 1 Riffle
83.5 3.2 5.9
MY2 26.2
MY3
Min
Max
Med
MY-3 (2008)
72.3 2.8 5.2
MY1 25.7
MY5
MY+
Min
Max
Med
MY-4 (2009)
MY4
Cross Section 2 Pool
Morphoology and Hydraulic Monitoring Summary Lick Creek Stream Restoration Site (D04013-1) Reach 1: Wallace Branch
MY2
MY3
Min
Max
Med
MY-5 (2010)
MY1
MY5
MY+
Min
Max
Med
MY+ (2011)
MY4
Cross Section
Bkf Width (ft) Floodprone Width (ft)
Riffle Length (ft) Riffle Slope (ft) Pool length (ft) Pool Spacing (ft)
Beltwidth (ft) Radius of Curvature (ft) Meander Wavelength (ft)
0.8 7
0.7 6
MY3
86 0.19 28 180
Min 120 50 260 142 0.26 75 250
Max 150 90 290
810 1041 1.3 0.298 0.298
114 0.225 51.5 215
Med 135 70 275
MY5
MY+
810 1041 1.3 0.31 0.31 E5
80 0.2 32 152
Min 120 50 260 100 0.47 80 220
Max 150 90 290
810 1041 1.3 0.31 0.31
90 0.34 56 186
Med 135 70 275
MY-2 (2007)
MY4
Cross Section 3 Riffle
MY-1 (2006)
69.8 2.6 4.5 10 >3
MY2 26.4 >100
68 2.5 4.5 10.7 >3
MY1 27 >100
Additional Reach Parameters Valley Length (ft) 810 Channel Length (ft) 1041 Sinuosity 1.3 Water Surface Slope (ft/ft) 0.298 Bkf Slope (ft/ft) 0.298 Rosgen Classification E5 Habitat Index Macrobenthos
Profile
Pattern
Parameter
Bkf Cross Sectional Area (ft2) Bkf Mean Depth (ft) Bkf Max Depth (ft) Width/Depth Ratio Entrenchment Ratio Wetted Perimeter (ft) Hydraulic Radius (ft) Substrate D50 (mm) D84 (mm)
Dimension
Parameter
102.9 2.9 5.4
MY2 36
MY3
Min
Max
Med
MY-3 (2008)
109.7 2.9 5.7
MY1 38.1
MY5
MY+
Min
Max
Med
MY-4 (2009)
MY4
Cross Section 4 Pool
Morphoology and Hydraulic Monitoring Summary Lick Creek Stream Restoration Site (D04013-1) Reach 2: Lick Creek
MY2
MY3
Min
Max
Med
MY-5 (2010)
MY1
MY5
MY+
Min
Max
Med
MY+ (2011)
MY4
Cross Section
MY3
Min 180 70 300
794 1167 1.5 0.16 0.16 E5
138 0.145 110 240
Max 250 100 340
794 1167 1.5 0.16 0.16
115.5 0.104 78.5 220
Med 215 85 320
MY5
MY+
794 1167 1.5 0.13 0.13 E5
69 0.14 80 180
Min 180 70 300 104 0.53 112 265
Max 250 100 340
794 1167 1.5 0.13 0.13
87 0.33 96 223
Med 215 85 320
MY-2 (2007)
MY4
Cross Section 5 Riffle
MY-1 (2006)
Riffle Length (ft) 93 Riffle Slope (ft) 0.062 Pool length (ft) 47 Pool Spacing (ft) 200
Beltwidth (ft) Radius of Curvature (ft) Meander Wavelength (ft)
Additional Reach Parameters Valley Length (ft) Channel Length (ft) Sinuosity Water Surface Slope (ft/ft) Bkf Slope (ft/ft) Rosgen Classification Habitat Index Macrobenthos
Profile
Pattern
Parameter
160.2 3.6 7 12.4 >3
Bkf Cross Sectional Area (ft2) 162.1 Bkf Mean Depth (ft) 3.7 Bkf Max Depth (ft) 6.8 Width/Depth Ratio 11.6 Entrenchment Ratio >3 Wetted Perimeter (ft) Hydraulic Radius (ft) Substrate D50 (mm) 0.8 D84 (mm) 13 0.4 8
MY2 44.5 >150
Bkf Width (ft) Floodprone Width (ft)
MY1 43.4 >150
Dimension
Parameter
170.9 4 8.3
MY2 43
MY3
Min
Max
Med
MY-3 (2008)
164.1 3.6 7.8
MY1 45
MY5
MY+
Min
Max
Med
MY-4 (2009)
MY4
Cross Section 6 Pool
Morphoology and Hydraulic Monitoring Summary Lick Creek Stream Restoration Site (D04013-1) Reach 3: Lick Creek
MY2
MY3
Min
Max
Med
MY-5 (2010)
MY1
MY5
MY+
Min
Max
Med
MY+ (2011)
MY4
Cross Section
APPENDIX A
1. Vegetation Monitoring Plot Photos
Vegetation Plot No. 1
Year 1
Photo No. 1
Year 2
Photo No. 2
Lick Creek Monitoring Survey Year 2
12/4/07
Vegetation Plot No. 2
Year 1
Photo No. 3
Year 2
Photo No. 4
Lick Creek Monitoring Survey Year 2
12/4/07
Vegetation Plot No. 3
Year 1
Photo No. 5
Year 2
Photo No. 6
Lick Creek Monitoring Survey Year 2
12/4/07
Vegetation Plot No. 4
Year 1
Photo No. 7
Year 2
Photo No. 8
Lick Creek Monitoring Survey Year 2
12/4/07
Vegetation Plot No. 5
Year 1
Photo No. 9
Year 2
Photo No. 10
Lick Creek Monitoring Survey Year 2
12/4/07
Vegetation Plot No. 6
Year 1
Photo No. 11
Year 2
Photo No. 12
Lick Creek Monitoring Survey Year 2
12/4/07
Vegetation Plot No. 7
Year 1
Photo No. 13
Year 2
Photo No. 14
Lick Creek Monitoring Survey Year 2
12/4/07
Vegetation Plot No. 8
Year 1
Photo No. 15
Year 2
Photo No. 16
Lick Creek Monitoring Survey Year 2
12/4/07
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
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
Lick Creek Monitoring Year 2
12/4/07
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
Piping at Log Vane on Lick Creek, STA 29+50
11/27/07
Photo No. 23
Lick Creek Monitoring Year 2
12/4/07
Representative toe scour on outside of bend, Like Creek STA 40+50
11/27/07
Photo No. 24
Loss of Matting, Lick Creek STA 37+50,
11/27/07
Photo No. 25
Lick Creek Monitoring Year 2
12/4/07
Photo Station 1
Year 1
Photo No. 26
Year 2
Photo No. 27
Year 2 - 10’ offset from PP1
Photo No. 28
Lick Creek Monitoring Year 2
12/4/07
Photo Station 2
Year 1
Photo No. 29
Year 2
Photo No. 30
Year 2 - 10’ offset from PP2
Photo No. 31
Lick Creek Monitoring Year 2
12/4/07
Photo Station 3
Year 1
Photo No. 32
Year 2
Photo No. 33
Year 2 - 10’ offset from PP3
Photo No. 34
Lick Creek Monitoring Year 2
12/4/07
Photo Station 4
Year 1
Photo No. 35
Year 2
Photo No. 36
Year 2 - 10’ offset from PP4
Photo No. 37
Lick Creek Monitoring Year 2
12/4/07
Photo Station 5
Year 1
Photo No. 38
Year 2
Photo No. 39
Year 2 - 10’ offset from PP5
Photo No. 40
Lick Creek Monitoring Year 2
12/4/07
Photo Station 6
Year 1
Photo No. 41
Year 2
Photo No. 42
Year 2 - 10’ offset from PP6
Photo No. 43
Lick Creek Monitoring Year 2
12/4/07
Photo Station 7
Year 1
Photo No. 44
Year 2
Photo No. 45
Lick Creek Monitoring Year 2
12/4/07
Photo Station 8
Year 1
Photo No. 46
Year 2
Photo No. 47
Lick Creek Monitoring Year 2
12/4/07
Photo Station 9
Year 1
Photo No. 48
Year 2
Photo No. 49
Year 2 - 10’ offset from PP9
Photo No. 50
Lick Creek Monitoring Year 2
12/4/07
Photo Station 10
Year 1
Photo No. 51
Year 2
Photo No. 52
Lick Creek Monitoring Year 2
12/4/07
Photo Station 11
Year 1
Photo No. 53
Year 2
Photo No. 54
Year 2 - 10’ offset from PP11
Photo No. 55
Lick Creek Monitoring Year 2
12/4/07
Table B1. Visual Morphological Stability Assessment Lick Creek Stream Restoration Site (D04013-1) Wallace Branch: Reach 1 3,690 ft (# Stable) Total Total Number Number Number / Performing per As- feet in Metric as built unstable Intended state
Feature Category
A. Riffles
% Performing in Stable Condition
Feature Performing Mean or Total
1. Present 2. Armor stable 3. Facet grade appears stable 4. Minimal evidence of embedding/fining 5. Length appropriate
25 1 25 25 25
25 1 25 25 25
N/A N/A N/A N/A N/A
100% 100% 100% 100% 100%
100%
1. Present 2. Sufficently deep 3. Length appropriate
26 26 26
26 26 26
N/A N/A N/A
100% 100% 100%
100%
1. Upstream of meander bend centered 2. Downstream of meander bend centered
13 13
13 13
N/A N/A
100% 100%
100%
D. Meanders
1. Outer bend in state of limited erosion 2. Of those eroding, # w/ concomitant point bar formation 3. Apparent Rc within specification 4. Sufficient floodplain access and relief
26 N/A 26 25
26 N/A 26 26
N/A N/A N/A N/A
100% 100% 100% 96%
99%
E. Bed General
1. General channel bed agradation areas 2. Channel bed degradation - areas of increasing downcutting or head-cutting
N/A
N/A
2/50
99%
N/A
N/A
4/130
96%
98%
F. Vanes
1. Free of back or arm scour 2. Height appropriate 3. Angle and geometry appear appropriate 4. Free of piping or other structural failures
16 17 17 14
17 17 17 17
N/A N/A N/A N/A
94% 100% 100% 82%
94%
G. Wads/Boulders
1. Free of scour 2. Footing stable
33 33
33 33
N/A N/A
100% 100%
100%
% Performing in Stable Condition
Feature Performing Mean or Total
91% 100% 91% 100% 91%
95%
B. Pools
C. Thalweg
Table B1. Visual Morphological Stability Assessment
Feature Category
A. Riffles
Lick Creek Stream Restoration Site (D04013-1) Lick Creek: Reach 2 1,870 ft (# Stable) Total Total Number / Number Number Metric Performing per As- feet in built unstable as state Intended 1. Present 10 11 N/A 2. Armor stable 2 2 N/A 3. Facet grade appears stable 10 11 N/A 4. Minimal evidence of embedding/fining 11 11 N/A 5. Length appropriate 10 11 N/A
B. Pools
1. Present 2. Sufficently deep 3. Length appropriate
10 10 10
11 11 11
N/A N/A N/A
91% 91% 91%
91%
C. Thalweg
1. Upstream of meander bend centered 2. Downstream of meander bend centered
5 6
5 6
N/A N/A
100% 100%
100%
D. Meanders
1. Outer bend in state of limited erosion 2. Of those eroding, # w/ concomitant point bar formation 3. Apparent Rc within specification 4. Sufficient floodplain access and relief
10 N/A 11 11
11 N/A 11 11
N/A N/A N/A N/A
91% 100% 100% 100%
98%
E. Bed General
1. General channel bed agradation areas 2. Channel bed degradation - areas of increasing downcutting or head-cutting
N/A
N/A
2/40
98%
N/A
N/A
3/60
97%
98%
F. Vanes
1. Free of back or arm scour 2. Height appropriate 3. Angle and geometry appear appropriate 4. Free of piping or other structural failures
12 13 13 12
13 13 13 13
N/A N/A N/A N/A
92% 100% 100% 92%
96%
G. Wads/Boulders
1. Free of scour 2. Footing stable
22 22
22 22
N/A N/A
100% 100%
100%
Table B1. Visual Morphological Stability Assessment
Feature Category
A. Riffles
Lick Creek Stream Restoration Site (D04013-1) Lick Creek: Reach 3 4,008 ft (# Stable) Total Total Number Number Number / Metric Performing per As- feet in as built unstable Intended state 1. Present 17 17 N/A 2. Armor stable 1 1 N/A 3. Facet grade appears stable 15 17 N/A 4. Minimal evidence of embedding/fining 17 17 N/A 5. Length appropriate 17 17 N/A
% Performing in Stable Condition
Feature Performing Mean or Total
100% 100% 88% 100% 100%
98%
B. Pools
1. Present 2. Sufficently deep 3. Length appropriate
18 18 18
18 18 18
N/A N/A N/A
100% 100% 100%
100%
C. Thalweg
1. Upstream of meander bend centered 2. Downstream of meander bend centered
9 9
9 9
N/A N/A
100% 100%
100%
D. Meanders
1. Outer bend in state of limited erosion 2. Of those eroding, # w/ concomitant point bar formation 3. Apparent Rc within specification 4. Sufficient floodplain access and relief
18 N/A 18 18
18 N/A 18 18
N/A N/A N/A N/A
100% 100% 100% 100%
100%
E. Bed General
1. General channel bed agradation areas 2. Channel bed degradation - areas of increasing downcutting or head-cutting
N/A
N/A
0/0
100%
N/A
N/A
0/0
100%
100%
F. Vanes
1. Free of back or arm scour 2. Height appropriate 3. Angle and geometry appear appropriate 4. Free of piping or other structural failures
28 30 30 28
30 30 30 30
N/A N/A N/A N/A
93% 100% 100% 93%
97%
G. Wads/Boulders
1. Free of scour 2. Footing stable
35 36
36 36
N/A N/A
97% 100%
99%
Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 1 Reach 1 - Wallace Branch - Sta 12+83
Year 1
Year 2
Facing Downstream
Cross Section 220 218 216 Elevation (ft)
214
As-built Year 1 Year 2 Year 3 Year 4 Year 5
212 210 208 206 204 202 200 0
10
20
30
40
50
60
Station (ft)
As-Built Date 5/4/06 Area 60.5 Bkf W 26.5 Dmean 2.3 Dmax 3.9 W/d 11.6
Year 1 Date 11/17/06 Area 63.8 Bkf W 27 Dmean 2.4 Dmax 4.3 W/d 11.4
Year 2 Date 11/26/07 Area 62.7 Bkf W 27 Dmean 2.3 Dmax 4.4 W/d 11.6
Year 3 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 4 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 5 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 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 Station BM HI 0 2 5 9 12 15 18 20 21.5 22.8 23.2 24.5 26.1 27 28.2 29.5 32 36 38.5 43 48 51.7
Station BM HI
As-Built FS/BS Elev. 4.65 213.24 217.89 4.75 213.14 4.88 213.01 4.96 212.93 5.00 212.89 5.31 212.58 6.44 211.45 7.70 210.19 8.36 209.53 8.59 209.30 9.05 208.84 9.20 208.69 9.22 208.67 9.16 208.73 9.04 208.85 8.59 209.30 8.48 209.41 7.71 210.18 6.07 211.82 5.22 212.67 4.92 212.97 4.56 213.33 4.43 213.46
Year 3 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt GRND
TOB
EOW
EOW
HW TOB
IP
Desc. IR Lt
Station BM HI 1 8 11.5 15 18 19.9 21.3 21.4 22.4 23.1 24.2 25.1 26 26.3 27.5 29.4 30.9 34.7 38.5 44 51 51
Station BM HI
Year 1 FS/BS Elev. 5.54 213.24 218.78 5.65 213.13 5.93 212.85 6.06 212.72 7.22 211.56 8.53 210.25 9.19 209.59 9.28 209.50 9.36 209.42 9.82 208.96 10.24 208.54 10.40 208.38 10.39 208.39 10.25 208.53 10.22 208.56 9.69 209.09 9.35 209.43 8.78 210.00 7.45 211.33 6.07 212.71 5.76 213.02 5.39 213.39 5.55 213.23
Year 4 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
ToB BKF
LEW TOE
TOE REW BKF ToB
IR Rt
Desc. IR Lt
Station BM HI 0 5 10 11.5 14 16 18 19 20 21 22 22.3 22.8 23.4 24 25 26 26.9 27.3 28.4 29.8 30.4 31.4 32 33 35 37 38.5 40 42 48 5136 51.7
Year 2 FS/BS Elev. 5.01 213.24 218.25 5.07 213.18 5.30 212.95 5.34 212.91 5.51 212.74 6.20 212.05 6.96 211.29 7.95 210.30 8.22 210.03 8.56 209.69 8.60 209.65 8.84 209.41 8.95 209.30 9.65 208.60 9.77 208.48 9.78 208.47 9.87 208.38 9.90 208.35 9.66 208.59 9.25 209.00 8.83 209.42 8.80 209.45 8.52 209.73 8.22 210.03 8.03 210.22 7.61 210.64 6.83 211.42 6.04 212.21 5.54 212.71 5.40 212.85 5.27 212.98 4.85 213.40 4.80 213.45 4.75 213.50
Station BM HI
Year 5 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
EOW
EOW
IR Rt
Desc. IR Lt
Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 2 - Pool Reach 1 - Wallace Branch - Sta 13+78
Year 1
Year 2
Facing Downstream
Cross Section 220 218 216 Elevation (ft)
214
As-built Year 1 Year 2 Year 3 Year 4 Year 5
212 210 208 206 204 202 200 0
10
20
30
40
50
60
Station (ft)
As-Built Date 5/4/06 Area 69.2 Bkf W 27.3 Dmean 2.5 Dmax 5.0 W/d 10.8
Year 1 Date 11/17/06 Area 72.3 Bkf W 25.7 Dmean 2.8 Dmax 5.2 W/d 9.1
Year 2 Date 11/26/07 Area 83.5 Bkf W 26.2 Dmean 3.2 Dmax 5.9 W/d 8.2
Year 3 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 4 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 5 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 2 - Pool Reach 1 - Wallace Branch - Sta 13+78 Station BM HI 0 3 8 13 15 18 20 21.5 22.5 24.4 26 28 30 31.2 33.5 37 40 42.3 45 50 55 56.9
Station BM HI
As-Built FS/BS Elev. 4.81 213.08 217.89 4.87 213.02 5.03 212.86 4.99 212.90 4.98 212.91 5.69 212.20 7.27 210.62 8.36 209.53 9.16 208.73 10.09 207.80 10.91 206.98 11.09 206.80 10.93 206.96 10.06 207.83 9.96 207.93 8.46 209.43 7.47 210.42 6.61 211.28 6.08 211.81 5.46 212.43 5.20 212.69 5.01 212.88 4.84 213.05
Year 3 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt GRND
TOB
EOW
TOB
Desc. IR Lt
Station BM HI 1 7 12.2 15.4 16.3 18 19.4 19.8 20.6 22 23.1 24.4 26.1 27.2 28.4 29.8 30.5 31.8 32 34.2 36.7 39 42 45 50 56.7 56.7
Station BM HI
Year 1 FS/BS Elev. 4.87 213.08 217.95 4.99 212.96 4.99 212.96 4.99 212.96 5.91 212.04 6.35 211.60 7.21 210.74 7.95 210.00 8.54 209.41 9.54 208.41 10.60 207.35 11.22 206.73 11.44 206.51 11.57 206.38 11.46 206.49 11.35 206.60 11.10 206.85 10.71 207.24 10.21 207.74 10.20 207.75 8.60 209.35 7.53 210.42 6.96 210.99 6.10 211.85 5.62 212.33 5.21 212.74 5.08 212.87 4.90 213.05
Year 4 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
ToB BKF
LEW
TOE REW BKF ToB
IR Rt
Desc. IR Lt
Station BM HI 0 5 10 13 14 16 17 18 19 19.5 20.2 20.3 21 22 23 24 25 26 27 28 29 30 31 31.2 32 33 33.5 35 36.6 38 39.3 40.5 42.2 44 45.2 47 50 53 56.9 57
Year 2 FS/BS Elev. 5.07 213.08 218.15 5.14 213.01 5.14 213.01 5.24 212.91 5.19 212.96 5.54 212.61 6.23 211.92 6.63 211.52 7.24 210.91 7.75 210.40 8.16 209.99 9.02 209.13 9.73 208.42 10.20 207.95 11.04 207.11 11.60 206.55 12.04 206.11 12.20 205.95 12.14 206.01 12.10 206.05 12.08 206.07 11.95 206.20 11.83 206.32 11.68 206.47 10.86 207.29 10.63 207.52 10.20 207.95 9.75 208.40 8.56 209.59 7.69 210.46 7.47 210.68 7.08 211.07 6.72 211.43 6.32 211.83 6.22 211.93 5.85 212.30 5.62 212.53 5.36 212.79 5.31 212.84 5.25 212.90 5.13 213.02
Station BM HI
Year 5 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
EOW
EOW
IR Rt
Desc. IR Lt
Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 3 - Riffle Reach 2 - Lick Creek - Sta 13+37
Year 2
Year 1 Facing Downstream
Cross Section 220 218 216 Elevation (ft)
214
As-built Year 1 Year 2 Year 3 Year 4 Year 5
212 210 208 206 204 202 200 0
10
20
30
40
50
60
Station (ft)
As-Built Date 5/5/06 Area 64.5 Bkf W 28.9 Dmean 2.2 Dmax 4.4 W/d 13.0
Year 1 Date 11/17/06 Area 68.0 Bkf W 27 Dmean 2.5 Dmax 4.5 W/d 10.7
Year 2 Date 11/26/07 Area 69.8 Bkf W 26.4 Dmean 2.6 Dmax 4.5 W/d 10.0
Year 3 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 4 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 5 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 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 Station BM HI 0 5 10 14.5 17 20 24 25.2 26 27 29 32 33.4 33.7 35.3 37.4 40 43.4 50 55 57.8
Station BM HI
As-Built FS/BS Elev. 4.77 213.72 218.49 4.84 213.65 5.10 213.39 4.86 213.63 5.26 213.23 6.00 212.49 7.20 211.29 8.25 210.24 9.26 209.23 9.87 208.62 10.10 208.39 9.89 208.60 9.78 208.71 9.76 208.73 9.29 209.20 8.30 210.19 7.48 211.01 6.64 211.85 5.69 212.80 5.67 212.82 5.44 213.05 5.35 213.14
Year 3 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
TOB
EOW
EW HW TOB
IP
Desc. IR Lt
Station BM HI 1 6 11.5 16 19.8 21.7 22.7 25.2 26.7 28 29.2 30.3 32 33.3 34 34.6 35.3 37.5 39.3 43 47 57.6
Station BM HI
Year 1 FS/BS Elev. 4.56 213.72 218.28 4.70 213.58 4.81 213.47 4.64 213.64 5.49 212.79 6.85 211.43 8.32 209.96 9.60 208.68 10.06 208.22 9.95 208.33 9.77 208.51 9.59 208.69 9.42 208.86 9.41 208.87 9.55 208.73 9.56 208.72 8.36 209.92 7.51 210.77 7.23 211.05 6.49 211.79 5.56 212.72 5.40 212.88 5.10 213.18
Year 4 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
ToB BKF LEW TOE THL
TOE REW
BKF ToB Stake Rt
Desc. IR Lt
Station BM HI 0 5 10 13 15 16.5 18 19.4 20.2 20.9 21 21.2 21.9 23 25 27 29 31 33 33.8 34.6 35 36.5 37.5 38.8 40 41 43 46 50 55 57.9
Year 2 FS/BS Elev. 5.16 213.72 218.88 5.24 213.64 5.38 213.50 5.29 213.59 5.48 213.40 5.81 213.07 6.09 212.79 6.82 212.06 7.18 211.70 7.35 211.53 7.88 211.00 9.99 208.89 10.11 208.77 10.58 208.30 10.67 208.21 10.52 208.36 10.63 208.25 10.41 208.47 10.11 208.77 10.05 208.83 10.13 208.75 9.59 209.29 8.93 209.95 8.02 210.86 7.62 211.26 7.40 211.48 6.73 212.15 6.48 212.40 6.19 212.69 5.91 212.97 6.02 212.86 5.75 213.13 5.80 213.08
Station BM HI
Year 5 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
EOW
EOW
GROUND
Desc. IR Lt
Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 4 - Pool Reach 2 - Lick Creek - Sta 15+91
Year 1
Year 2
Facing Downstream
Cross Section 220 218 216 Elevation (ft)
214
As-built Year 1 Year 2 Year 3 Year 4 Year 5
212 210 208 206 204 202 200 0.0
10.0
20.0
30.0
40.0
50.0
60.0
Station (ft)
As-Built Date 5/5/06 Area 105.2 Bkf W 36.2 Dmean 2.9 Dmax 5.8 W/d 12.5
Year 1 Date 11/17/06 Area 109.7 Bkf W 38.1 Dmean 2.9 Dmax 5.7 W/d 13.2
Year 2 Date 11/26/07 Area 102.9 Bkf W 36 Dmean 2.9 Dmax 5.4 W/d 12.6
Year 3 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 4 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 5 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 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 Station BM HI 0.0 5.0 10.0 12.2 17.0 19.6 22.0 24.0 26.5 27.5 29.0 31.0 33.0 35.0 36.0 39.0 39.3 42.0 44.0 46.0 48.4 50.0 55.0 60.0 63.2
Station BM HI
As-Built FS/BS Elev. 5.27 212.56 217.83 5.31 212.52 5.42 212.41 5.23 212.60 5.27 212.56 6.47 211.36 7.28 210.55 8.03 209.80 8.48 209.35 9.23 208.60 10.13 207.70 10.16 207.67 10.11 207.72 10.32 207.51 10.82 207.01 11.04 206.79 9.95 207.88 7.39 210.44 7.49 210.34 7.07 210.76 6.11 211.72 4.96 212.87 4.89 212.94 4.94 212.89 4.74 213.09 4.61 213.22
Year 3 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
TOB HW
EW
TOB
IP RT
Desc. IR Lt
Station BM 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
Station BM HI
Year 1 FS/BS Elev. 5.80 212.56 218.36 5.86 212.50 5.96 212.40 5.85 212.51 6.72 211.64 6.98 211.38 8.38 209.98 9.10 209.26 9.58 208.78 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 9.11 209.25 8.01 210.35 7.99 210.37 7.63 210.73 6.79 211.57 5.35 213.01 5.28 213.08 5.28 213.08 5.25 213.11 5.16 213.20
Year 4 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
ToB BKF
LEW TOE
TOE REW
BKF ToB
IR Rt
Desc. IR Lt
Station BM HI 0 5 10 12 15 17.2 19 21 22 22.8 23.8 24.5 25.7 26.1 27.5 29 31.4 33 34.5 36 36.8 37.2 38.7 39 39.4 41 42 43.6 46 48 49 50 55 60 63.3
Year 2 FS/BS Elev. 6.00 212.56 218.56 6.04 212.52 6.17 212.39 5.96 212.60 6.02 212.54 6.84 211.72 7.09 211.47 7.69 210.87 8.60 209.96 8.92 209.64 8.98 209.58 9.26 209.30 9.87 208.69 10.04 208.52 10.19 208.37 10.44 208.12 10.38 208.18 10.85 207.71 10.98 207.58 11.03 207.53 11.35 207.21 11.45 207.11 10.99 207.57 10.50 208.06 10.15 208.41 8.13 210.43 8.25 210.31 8.03 210.53 7.81 210.75 6.76 211.80 6.00 212.56 5.60 212.96 5.50 213.06 5.52 213.04 5.51 213.05 5.49 213.07
Station BM HI
Year 5 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
EOW
EOW
GROUND
Desc. IR Lt
Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 5 - Riffle Reach 3 - Lick Creek - Sta 14+41.5
Year 1
Year 2
Facing Downstream
Cross Section 220 218 216 Elevation (ft)
214
As-built Year 1 Year 2 Year 3 Year 4 Year 5
212 210 208 206 204 202 200 0.0
10.0
20.0
30.0
40.0
50.0
60.0
Station (ft)
As-Built Date 5/5/06 Area 150.3 Bkf W 42.3 Dmean 3.6 Dmax 5.9 W/d 11.9
Year 1 Date 11/17/06 Area 162.1 Bkf W 43.4 Dmean 3.7 Dmax 6.8 W/d 11.6
Year 2 Date 11/26/07 Area 160.2 Bkf W 44.5 Dmean 3.6 Dmax 7.0 W/d 12.4
Year 3 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 4 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 5 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 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 Station BM HI 0.0 5.0 10.0 13.0 16.0 19.0 22.0 25.0 27.7 29.6 31.0 33.0 35.0 37.0 39.0 40.8 43.6 44.6 47.0 50.0 53.5 55.3 58.0 62.0 67.0 68.7 68.7
Station BM HI
As-Built FS/BS Elev. 5.13 209.56 214.69 5.22 209.47 5.07 209.62 5.25 209.44 5.25 209.44 6.11 208.58 7.31 207.38 8.48 206.21 9.38 205.31 10.36 204.33 10.49 204.20 11.04 203.65 11.16 203.53 11.18 203.51 11.00 203.69 10.88 203.81 10.49 204.20 10.09 204.60 9.51 205.18 8.47 206.22 7.06 207.63 5.67 209.02 5.00 209.69 4.84 209.85 4.46 210.23 4.68 210.01 4.55 210.14 4.46 210.23
Year 3 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt GRND
TOB
EOW
EOW
TOB
IR RT
Desc. IR Lt
Station BM HI 2.0 7.0 12.0 14.2 18.0 20.4 22.0 24.4 26.8 27.0 28.3 30.0 32.0 34.3 36.3 38.0 40.4 43.0 44.0 45.0 45.1 45.2 47.3 49.0 50.8 53.0 56.0 57.6 63.0 69.0 69.0
Station BM HI
Year 1 FS/BS Elev. 4.72 209.56 214.28 4.83 209.45 4.66 209.62 4.76 209.52 4.91 209.37 6.17 208.11 7.17 207.11 7.75 206.53 8.35 205.93 9.32 204.96 9.79 204.49 10.46 203.82 10.51 203.77 10.96 203.32 11.23 203.05 11.26 203.02 11.37 202.91 11.73 202.55 11.20 203.08 10.39 203.89 10.22 204.06 9.80 204.48 8.57 205.71 8.33 205.95 7.52 206.76 7.22 207.06 5.94 208.34 5.21 209.07 4.61 209.67 4.47 209.81 4.11 210.17 4.05 210.23
Year 4 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
ToB BKF
LEW TOE
REW BOULDER
BKF ToB
IR Rt
Desc. IR Lt
Station BM HI 0 5 10 12 14 16 18.2 19.4 21 24 25.5 26.5 27.6 30.4 30.5 31 32 33 34 35 37 39.7 41 42 43 44 44.6 44.6 44.9 47 49 50 53 56 59 62 66 68.9
Year 2 FS/BS Elev. 5.18 209.56 214.74 5.22 209.52 5.07 209.67 5.23 209.51 5.22 209.52 5.39 209.35 5.97 208.77 6.81 207.93 7.10 207.64 7.56 207.18 8.73 206.01 9.01 205.73 9.40 205.34 9.61 205.13 10.66 204.08 11.23 203.51 12.00 202.74 12.40 202.34 12.26 202.48 12.24 202.50 12.31 202.43 12.39 202.35 12.44 202.30 12.45 202.29 12.43 202.31 12.69 202.05 12.06 202.68 11.72 203.02 11.24 203.50 9.44 205.30 8.40 206.34 7.96 206.78 8.07 206.67 7.47 207.27 6.26 208.48 5.64 209.10 5.13 209.61 4.70 210.04 4.52 210.22
Station BM HI
Year 5 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
EOW
EOW ROCK
IR Rt
Desc. IR Lt
Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 6 - Pool Reach 3 - Lick Creek - Sta 15+73.5
Year 1
Year 2
Facing Downstream
Cross Section 220 218 216 Elevation (ft)
214
As-built Year 1 Year 2 Year 3 Year 4 Year 5
212 210 208 206 204 202 200 0.0
10.0
20.0
30.0
40.0
50.0
60.0
Station (ft)
As-Built Date 5/5/06 Area 140.7 Bkf W 43 Dmean 3.3 Dmax 6.7 W/d 13.1
Year 1 Date 11/17/06 Area 164.1 Bkf W 45 Dmean 3.6 Dmax 7.8 W/d 12.3
Year 2 Date 11/26/07 Area 170.9 Bkf W 43 Dmean 4.0 Dmax 8.3 W/d 10.8
Year 3 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 4 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Year 5 Date 0/0/0 Area 0.0 Bkf W 10 Dmean 0.0 Dmax 0.0 W/d 0.0
Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 6 - Pool Reach 3 - Lick Creek - Sta 15+73.5 Station BM HI 0.0 5.0 10.0 13.0 16.0 20.0 24.0 26.2 28.4 30.2 31.9 32.5 32.9 34.5 36.0 38.0 40.0 42.0 44.0 45.8 46.7 48.9 51.0 54.0 56.0 57.0 59.0 62.0 66.0 70.9 70.9
Station BM HI
As-Built FS/BS Elev. 5.40 209.31 214.71 5.51 209.20 5.65 209.06 5.93 208.78 6.19 208.52 6.73 207.98 7.57 207.14 8.53 206.18 9.10 205.61 9.20 205.51 9.70 205.01 10.46 204.25 10.78 203.93 11.61 203.10 12.20 202.51 12.36 202.35 12.30 202.41 12.48 202.23 12.10 202.61 12.50 202.21 12.90 201.81 9.52 205.19 9.13 205.58 7.96 206.75 6.70 208.01 6.00 208.71 5.64 209.07 5.20 209.51 5.06 209.65 4.72 209.99 4.68 210.03 4.56 210.15
Year 3 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt GRND
TOB
EOW
TOB
IR RT
Desc. IR Lt
Station BM HI 1.0 7.0 9.0 11.0 15.0 21.0 24.0 27.3 29.0 29.5 30.7 32.0 34.0 35.0 36.5 38.0 39.0 40.0 41.3 43.0 44.7 46.0 46.2 47.0 49.3 51.7 53.3 54.3 56.0 58.0 60.0 64.0 68.0 71.0
Station BM HI
Year 1 FS/BS Elev. 4.77 209.31 214.08 4.90 209.18 5.07 209.01 5.16 208.92 5.31 208.77 5.78 208.30 6.95 207.13 7.76 206.32 7.94 206.14 8.36 205.72 8.63 205.45 9.74 204.34 10.70 203.38 11.94 202.14 11.73 202.35 11.99 202.09 12.64 201.44 12.82 201.26 13.16 200.92 13.05 201.03 12.61 201.47 12.40 201.68 12.31 201.77 9.73 204.35 9.17 204.91 8.92 205.16 8.28 205.80 6.73 207.35 6.30 207.78 5.43 208.65 4.86 209.22 4.50 209.58 4.43 209.65 3.96 210.12 4.12 209.96
Year 4 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
ToB
BKF
LEW TOE
REW
BKF ToB
IR Rt
Desc. IR Lt
Station BM HI 0 5 10 12 14 16 19 21.7 23 25 26.7 27.9 29.3 30.2 31.1 32.2 32.8 34.5 36 38 39.5 41 43 45 45.7 45.7 46.4 48 49 50 52 53.7 54.5 56 58 60 61.3 62 65 67 70.9
Year 2 FS/BS Elev. 5.87 209.31 215.18 5.95 209.23 6.08 209.10 6.29 208.89 6.43 208.75 6.68 208.50 7.10 208.08 7.61 207.57 8.51 206.67 8.77 206.41 8.91 206.27 9.15 206.03 9.65 205.53 9.81 205.37 10.42 204.76 11.78 203.40 13.00 202.18 13.57 201.61 13.75 201.43 13.89 201.29 14.35 200.83 14.76 200.42 14.75 200.43 14.29 200.89 13.97 201.21 13.75 201.43 11.76 203.42 10.27 204.91 9.82 205.36 9.44 205.74 9.12 206.06 8.89 206.29 8.61 206.57 7.47 207.71 6.48 208.70 5.87 209.31 5.59 209.59 5.59 209.59 5.94 209.24 5.96 209.22 5.38 209.80 5.23 209.95
Station BM HI
Year 5 FS/BS Elev. 0.00 100.00 100.00
Desc. IR Lt
EOW
EOW LOG
GROUND
Desc. IR Lt
214
216
218
220
200 1000
202
204
206
208
210
212
Elevation (ft)
1100
1200
1300
1400
Station (ft)
1500
Profile
1600
Lee County, NC Profile Reach 1 - Wallace Branch
Lick Creek Stream Restoration Site
Year 2 Water
Year 2 Bed
1900 Year 1 Water
1800 Year 1 Bed
1700
2000
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 1 - Wallace Branch
HI 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 218.26 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.81 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28
Station 1000 1010 1020 1030 1040 1050 1060 1070 1080 1090 1100 1110 1120 1130 1140 1150 1160 1170 1180 1188 1190 1200 1210 1220 1230 1240 1250 1260 1270 1280 1290 1300 1310 1320 1330 1335 1340 1350 1360 1370 1380 1390 1400 1410 1420 1430 1440 1450 1460 1471 1480 1490 1500 1520 1523 1530 1540 1550 1560 1566 1570 1580 1590 1600 1610 1620 1630
Bed FS 9.84 9.87 9.95 10.15 10.01 10.29 10.61 11.03 10.66 10.58 10.58 9.95 10.04 9.80 10.09 9.77 9.90 10.03 9.20 9.21 10.22 12.48 11.94 11.68 10.84 10.72 10.18 9.69 9.47 9.46 9.70 9.63 9.58 9.88 9.74 9.31 11.25 13.64 12.81 11.33 10.65 10.34 10.45 9.84 9.60 9.61 9.84 10.33 11.29 9.62 12.17 13.37 13.18 9.11 10.79 12.01 12.26 12.52 11.70 9.91 9.76 9.79 9.82 10.08 10.26 10.29 10.52
Bed Elev. 208.42 208.39 208.31 208.11 208.25 207.97 207.65 207.23 207.60 207.68 207.69 208.32 208.22 208.46 208.17 208.50 208.37 208.23 209.06 209.05 208.04 205.78 206.32 206.58 206.97 207.09 207.63 208.12 208.34 208.35 208.11 208.18 208.23 207.93 208.07 208.50 206.56 204.17 205.00 206.48 207.16 207.47 207.36 207.97 208.21 208.20 207.97 207.48 206.52 208.19 205.64 204.44 204.63 208.17 206.49 205.27 205.02 204.76 205.58 207.37 207.52 207.49 207.46 207.20 207.02 206.99 206.76
Water Depth 0.56 0.59 0.67 0.87 0.75 1.02 1.33 1.75 1.37 1.30 1.29 0.66 0.77 0.52 0.82 0.49 0.61 0.75 0.00 0.00 0.48 2.76 2.20 1.94 1.57 1.45 0.91 0.41 0.20 0.20 0.43 0.36 0.32 0.62 0.46 0.00 1.85 4.24 3.42 1.96 1.25 0.95 1.06 0.44 0.20 0.12 0.34 0.84 1.80 0.12 2.54 3.80 3.58 0.00 1.50 2.74 2.98 3.23 2.40 0.63 0.46 0.50 0.54 0.80 0.99 1.02 1.24
Year 2 Water Elev. 208.98 208.98 208.98 208.98 209.00 208.99 208.98 208.98 208.97 208.98 208.98 208.98 208.99 208.98 208.99 208.99 208.98 208.98 209.06 209.05 208.52 208.54 208.52 208.52 208.54 208.54 208.54 208.53 208.54 208.55 208.54 208.54 208.55 208.55 208.53 208.50 208.41 208.41 208.42 208.44 208.41 208.42 208.42 208.41 208.41 208.32 208.31 208.32 208.32 208.31 208.18 208.24 208.21 208.17 207.99 208.01 208.00 207.99 207.98 208.00 207.98 207.99 208.00 208.00 208.01 208.01 208.00
Bankfull FS
Bankfull Elev.
Description Begin Profile
Log Vane INV
Log Vane INV
Log Vane INV
Rock Cross Vane INV
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 1 - Wallace Branch
HI 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.28 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25 217.25
Station 1640 1652 1661 1671 1672 1685 1700 1710 1720 1728 1730 1740 1751 1763 1780 1790 1800 1810 1821 1824 1840 1850 1862 1866 1871 1880 1890 1902 1910 1918 1930 1940 1950 1960 1970 1980
Bed FS 10.90 11.12 11.40 10.66 9.30 9.39 9.34 9.35 9.54 9.38 10.47 10.34 10.69 11.41 12.77 13.27 12.44 11.47 10.13 9.51 9.36 9.54 9.57 11.66 12.06 11.54 10.07 9.95 11.20 11.36 11.30 11.36 11.19 11.79 11.32 9.85
Bed Elev. 206.38 206.16 205.88 206.62 207.98 207.89 207.94 207.93 207.74 207.90 206.81 206.94 206.59 205.87 204.51 204.01 204.84 205.78 207.12 207.74 207.89 207.71 207.69 205.59 205.19 205.72 207.18 207.30 206.06 205.89 205.95 205.89 206.06 205.47 205.93 207.40
Water Depth 1.61 1.85 2.10 1.40 0.00 0.10 0.00 0.00 0.14 0.00 0.80 0.89 1.02 1.75 3.10 3.60 2.78 1.82 0.50 0.00 0.00 0.00 0.00 1.72 2.13 1.60 0.12 0.00 1.10 1.22 1.19 1.23 1.07 1.65 1.20 0.00
Year 2 Water Elev. 207.99 208.01 207.98 208.02 207.98 207.99 207.94 207.93 207.88 207.90 207.61 207.83 207.61 207.62 207.61 207.61 207.62 207.60 207.62 207.74 207.89 207.71 207.69 207.31 207.32 207.32 207.30 207.30 207.16 207.11 207.14 207.12 207.13 207.12 207.13 207.40
Bankfull FS
Bankfull Elev.
Description
Log Vane INV
214
216
218
220
200 1000
202
204
206
208
210
212
Elevation (ft)
1100
1200
1300
1400
Station (ft)
1500
Profile
1600
Lee County, NC Profile Reach 2 - Lick Creek
Lick Creek Stream Restoration Site
Year 2 Water
Year 2 Bed
1900 Year 1 Water
1800 Year 1 Bed
1700
2000
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 2 - Lick Creek
HI 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.74 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64 218.64
Station 1000 1010 1020 1030 1038 1046 1055 1058 1066 1070 1076 1085 1095 1105 1110 1130 1140 1150 1160 1170 1180 1190 1200 1210 1218 1230 1239 1241 1250 1260 1270 1275 1280 1290 1300 1310 1322 1330 1340 1350 1360 1370 1380 1390 1400 1410 1420 1430 1436 1440 1450 1460 1470 1480 1490 1496 1505 1510 1520 1530 1540 1554 1560 1570 1579 1580 1600
Bed FS 9.47 9.23 9.35 9.55 8.95 10.15 9.15 8.89 11.08 12.51 13.70 12.16 11.22 10.05 9.73 9.64 10.03 9.91 10.08 9.91 9.91 9.89 10.59 11.44 12.69 11.47 9.75 11.62 12.84 12.19 10.85 10.78 10.17 10.22 10.45 10.85 10.50 10.43 10.42 10.38 10.77 10.59 10.73 10.45 10.03 10.34 10.70 11.14 11.62 10.91 10.50 10.96 11.06 11.08 11.86 12.24 11.93 12.13 12.27 13.62 12.19 10.23 12.59 10.93 11.54 10.76 11.25
Bed Elev. 209.27 209.51 209.39 209.19 209.79 208.59 209.59 209.85 207.66 206.23 205.04 206.58 207.52 208.69 209.01 209.10 208.71 208.83 208.66 208.83 208.83 208.85 208.15 207.30 206.05 207.27 208.99 207.12 205.90 206.55 207.89 207.86 208.47 208.42 208.19 207.79 208.14 208.21 208.22 208.26 207.87 208.05 207.91 208.19 208.61 208.30 207.94 207.50 207.02 207.73 208.14 207.68 207.58 207.56 206.78 206.40 206.71 206.51 206.37 205.02 206.45 208.41 206.05 207.71 207.10 207.88 207.39
Water Depth 1.00
Year 2 Water Elev. 210.27
1.07 0.45 1.66 0.66 0.36 1.92 3.35 4.49 3.00 2.05 0.90 0.57 0.47 0.72 0.62 0.81 0.60 0.57 0.50 1.13 1.98 3.22 2.01 0.10 1.72 2.95 2.30 0.98 0.98 0.36 0.38 0.60 1.00 0.65
210.26 210.24 210.25 210.25 210.21 209.58 209.58 209.53 209.58 209.57 209.59 209.58 209.57 209.43 209.45 209.47 209.43 209.40 209.35 209.28 209.28 209.27 209.28 209.09 208.84 208.85 208.85 208.87 208.84 208.83 208.80 208.79 208.79 208.79
0.56 0.52 0.90 0.72 0.86 0.58 0.12 0.40 0.76 1.19 1.69 0.98 0.56 1.01 1.10 1.13 1.91 2.29 1.98 2.18 2.31 3.66 2.26 0.26 2.34 0.67 1.29 0.49 0.93
208.78 208.78 208.77 208.77 208.77 208.77 208.73 208.70 208.70 208.69 208.71 208.71 208.70 208.69 208.68 208.69 208.69 208.69 208.69 208.69 208.68 208.68 208.71 208.67 208.39 208.38 208.39 208.37 208.32
Bankfull FS
Bankfull Elev.
Description
Rock Cross Vane INV
Log Vane INV
Rock Cross Vane INV
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 2 - Lick Creek
HI 218.64 218.64 218.64 218.64 218.64 218.64 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 216.78 218.57 218.57 218.57 218.57 218.57 218.57 218.57 218.57 218.57
Station 1611 1620 1630 1640 1650 1660 1668 1677 1682 1690 1698 1702 1704 1710 1720 1727 1731 1737 1744 1750 1760 1770 1780 1790 1800 1810 1820 1830 1840 1850 1860 1870 1881 1890 1900 1910 1920 1931 1940 1950 1960 1970 1980 1990 2000 2005
Bed FS 11.62 11.07 11.42 11.56 11.60 13.97 12.62 11.73 10.23 9.14 9.02 12.86 13.05 11.01 10.25 10.75 9.89 9.78 10.78 10.51 9.89 9.62 9.85 9.72 9.73 9.88 9.77 9.77 9.98 9.85 9.86 9.96 10.27 10.57 10.88 11.23 10.96 14.42 12.91 12.13 12.04 11.96 11.83 11.95 11.82 12.84
Bed Elev. 207.02 207.57 207.22 207.08 207.04 204.67 204.16 205.05 206.55 207.64 207.76 203.92 203.73 205.77 206.53 206.03 206.89 207.00 206.00 206.27 206.89 207.16 206.93 207.06 207.05 206.90 207.01 207.01 206.80 206.93 206.92 206.82 206.51 206.21 205.90 205.55 205.82 204.15 205.67 206.44 206.54 206.61 206.74 206.62 206.75 205.73
Water Depth 1.28 0.78 1.08 1.23 1.25 3.62 4.12 3.24 1.76 0.65 0.49 3.70 3.89 1.85 1.07 1.59 0.71 0.61 1.59 1.34 0.70 0.42 0.59 0.40 0.39 0.49 0.35 0.34 0.55 0.41 0.41 0.50 0.70 0.99 1.34 1.66 1.39 3.05 1.54 0.76 0.67 0.57 0.46 0.59 0.44 0.43
Year 2 Water Elev. 208.30 208.35 208.30 208.31 208.29 208.29 208.28 208.29 208.31 208.29 208.25 207.62 207.62 207.62 207.60 207.62 207.60 207.61 207.59 207.61 207.59 207.58 207.52 207.46 207.44 207.39 207.36 207.35 207.35 207.34 207.33 207.32 207.21 207.20 207.24 207.21 207.21 207.20 207.21 207.20 207.21 207.18 207.20 207.21 207.19 206.16
Bankfull FS
Bankfull Elev.
Description
Log Vane INV
Log Vane INV
209
211
213
215
195 1000
197
199
201
203
205
207
Elevation (ft)
1100
1200
1300
1400
Station (ft)
1500
Profile
1600
Lee County, NC Profile Reach 3 - Lick Creek
Lick Creek Stream Restoration Site
Year 2 Water
Year 2 Bed
1900 Year 1 Water
1800 Year 1 Bed
1700
2000
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 3 - Lick Creek
HI 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 215.40 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66
Station 1000 1010 1020 1030 1040 1050 1060 1070 1080 1090 1100 1112 1120 1130 1140 1152 1160 1170 1180 1190 1200 1210 1220 1230 1240 1250 1260 1270 1280 1290 1300 1310 1314 1319 1330 1340 1350 1353 1360 1370 1382 1390 1400 1410 1412 1420 1430 1440 1450 1460 1470 1480 1490 1500 1510 1519 1525 1535 1540 1553 1560 1570 1580 1590 1600 1610 1620
Bed FS 12.06 12.35 12.38 12.20 12.15 12.76 13.04 13.05 13.20 14.41 13.77 12.93 15.16 16.41 15.75 14.53 13.24 12.68 12.47 12.24 12.10 11.93 11.95 11.98 11.80 11.79 11.79 11.86 12.16 12.36 12.69 12.66 12.08 14.76 16.92 16.36 14.41 12.38 14.02 13.48 11.40 14.50 12.42 12.43 12.48 12.28 11.87 11.81 11.71 11.66 11.62 11.63 11.76 11.92 11.82 11.50 14.60 15.05 14.29 11.99 13.77 13.20 12.67 12.25 12.03 11.92 11.89
Bed Elev. 203.34 203.05 203.02 203.20 203.25 202.64 202.36 202.35 202.20 200.99 201.63 202.47 200.24 198.99 199.65 200.87 202.16 202.72 202.93 203.16 203.30 203.47 203.45 203.42 203.60 203.61 203.61 203.54 203.24 203.04 202.71 202.74 203.32 200.64 198.48 199.04 200.99 203.02 201.38 201.19 203.26 200.16 202.24 202.23 202.19 202.38 202.79 202.86 202.95 203.00 203.04 203.03 202.90 202.74 202.84 203.16 200.06 199.61 200.37 202.67 200.89 201.46 201.99 202.41 202.63 202.74 202.78
Water Depth 0.82 1.10 1.12 0.95 0.90 1.49 1.77 1.78 1.92 3.14 2.51 1.66 3.71 4.95 4.30 3.10 1.78 1.24 1.01 0.80 0.67 0.49 0.50 0.54 0.36 0.35 0.30 0.35 0.65 0.84 1.16 1.14 0.55 3.21 5.37 4.93 2.88 0.80 2.36 2.52 0.42 3.28 1.25 1.22 1.28 1.18 0.67 0.60 0.51 0.45 0.41 0.42 0.55 0.70 0.62 0.25 3.32 3.77 3.02 0.70 2.45 1.89 1.36 0.94 0.72 0.61 0.56
Year 2 Water Elev. 204.16 204.15 204.14 204.15 204.15 204.13 204.13 204.13 204.12 204.13 204.14 204.13 203.95 203.94 203.95 203.97 203.94 203.96 203.94 203.96 203.97 203.96 203.95 203.96 203.96 203.96 203.91 203.89 203.89 203.88 203.87 203.88 203.87 203.85 203.85 203.97 203.87 203.82 203.74 203.71 203.68 203.44 203.49 203.45 203.47 203.56 203.46 203.46 203.46 203.45 203.45 203.45 203.45 203.44 203.46 203.41 203.38 203.38 203.39 203.37 203.34 203.35 203.35 203.35 203.35 203.35 203.34
Bankfull FS
Bankfull Elev.
Description
Log Vane INV
Log Vane INV
Log Vane INV
Rock Cross Vane INV
Log Vane INV
Log Vane INV
Log Vane INV
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 3 - Lick Creek
HI 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 214.66 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95 213.95
Station 1630 1640 1650 1660 1670 1680 1690 1699 1710 1720 1730 1740 1750 1760 1770 1780 1788 1795 1805 1811 1820 1827 1840 1850 1860 1870 1880 1890 1900 1910 1920 1930 1940 1950 1959 1964 1970 1980 1990 1998 2010 2014 2020 2030 2040 2051 2060 2070 2080 2090 2105
Bed FS 11.70 11.70 11.66 11.63 11.68 11.79 11.99 11.86 13.70 14.20 14.17 13.84 13.24 12.71 12.15 15.35 15.91 15.16 14.29 12.54 11.59 12.05 11.17 11.63 11.42 11.24 11.22 11.31 11.35 11.53 11.57 11.56 12.01 12.27 12.62 11.83 12.92 12.56 13.54 13.40 13.14 12.48 13.08 12.61 13.08 13.20 13.08 11.93 11.51 11.48 11.71
Bed Elev. 202.96 202.97 203.00 203.03 202.98 202.87 202.67 202.80 200.96 200.46 200.49 200.83 201.42 201.95 202.51 199.31 198.75 199.50 200.37 202.12 202.36 201.90 202.78 202.32 202.53 202.71 202.73 202.64 202.61 202.42 202.38 202.39 201.94 201.68 201.33 202.12 201.03 201.39 200.41 200.55 200.81 201.47 200.87 201.34 200.87 200.75 200.87 202.02 202.44 202.47 202.24
Water Depth 0.40 0.37 0.35 0.29 0.33 0.41 0.60 0.44 2.24 2.73 2.71 2.37 1.79 1.26 0.67 3.86 4.47 3.66 2.80 1.02 0.81 1.27 0.35 0.79 0.58 0.39 0.23 0.30 0.22 0.38 0.40 0.39 0.81 1.08 1.32 0.63 1.73 1.37 2.33 2.19 1.96 1.29 1.89 1.43 1.89 2.01 1.89 0.74 0.32 0.07 0.39
Year 2 Water Elev. 203.36 203.34 203.35 203.32 203.31 203.28 203.27 203.24 203.20 203.19 203.20 203.20 203.21 203.21 203.18 203.17 203.22 203.16 203.17 203.14 203.17 203.17 203.13 203.11 203.11 203.10 202.96 202.94 202.83 202.80 202.78 202.78 202.75 202.76 202.65 202.75 202.76 202.76 202.74 202.74 202.77 202.76 202.76 202.77 202.76 202.76 202.76 202.76 202.76 202.54 202.63
Bankfull FS
Bankfull Elev.
Description
Log Vane INV
Log Vane INV
Log Vane INV
Log Vane INV
Log Vane INV
artificial
bedrock clay hardpan detritus/wood
total count:
Pebble Count of Channel Reach Material Size Range (mm) silt/clay 0 0.062 very fine sand 0.062 0.13 0.13 0.25 fine sand medium sand 0.25 0.5 0.5 1 coarse sand very coarse sand 1 2 2 4 very fine gravel 4 6 fine gravel 6 8 fine gravel 8 11 medium gravel 11 16 medium gravel 16 22 coarse gravel 22 32 coarse gravel very coarse gravel 32 45 very coarse gravel 45 64 small cobble 64 90 medium cobble 90 128 large cobble 128 180 very large cobble 180 256 small boulder 256 362 small boulder 362 512 medium boulder 512 1024 large boulder 1024 2048 very large boulder 2048 4096 total particle count:
108
Count 0 43 16 3 2 8 0 4 7 9 13 3 0 0 0 0 0 0 0 0 0 0 0 0 108 ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## 0.1
1000
percent finer than
based on sediment particles only based on total count
0.11
0.082
0.2
D50
2
D65
sand 67%
silt/clay 0%
33%
gravel
0%
cobble
percent by substrate type
D35
size percent less than (mm) D16
0%
boulder
11
D84
0%
bedrock
15
D95
# of particles
0%
hardpan
27.3
0%
wood/det
0.9
gradation geo mean
0%
artificial
11.3
std dev
particle size distribution
cumulative %
5
10%
particle size (mm)
10
20%
0 10000
15
30%
100
20
40%
10
25
50%
1
30
60%
0% 0.01
35
70%
40
80%
50 45
Pebble Count, Lick Creek Stream Restoration Site
90%
100%
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 1 Note: Reach 1 - Wallace Branch Riffle
number of particles
artificial
bedrock clay hardpan detritus/wood
total count:
Pebble Count of Channel Reach Material Size Range (mm) silt/clay 0 0.062 very fine sand 0.062 0.13 0.13 0.25 fine sand medium sand 0.25 0.5 0.5 1 coarse sand very coarse sand 1 2 2 4 very fine gravel 4 6 fine gravel 6 8 fine gravel 8 11 medium gravel 11 16 medium gravel 16 22 coarse gravel 22 32 coarse gravel very coarse gravel 32 45 very coarse gravel 45 64 small cobble 64 90 medium cobble 90 128 large cobble 128 180 very large cobble 180 256 small boulder 256 362 small boulder 362 512 medium boulder 512 1024 large boulder 1024 2048 very large boulder 2048 4096 total particle count:
134
Count 0 21 24 11 7 16 2 10 8 22 8 4 1 0 0 0 0 0 0 0 0 0 0 0 134 ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## percent finer than
based on sediment particles only based on total count
0% 0.01
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
1
0.28
0.127
1.2
D50
5
D65
sand 59%
silt/clay 0%
41%
gravel
0%
cobble
percent by substrate type
D35
0%
boulder
10
D84
particle size (mm)
10
size percent less than (mm) D16
0.1
1000
15
D95
0%
# of particles
0 10000
5
10
15
20
25
30
0%
hardpan
8.8
0%
wood/det
1.1
gradation geo mean
0%
artificial
8.8
std dev
particle size distribution
cumulative %
bedrock
100
Pebble Count, Lick Creek Stream Restoration Site
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 1 Note: Reach 1 - Wallace Branch
number of particles
artificial
bedrock clay hardpan detritus/wood
total count:
Pebble Count of Channel Reach Material Size Range (mm) silt/clay 0 0.062 very fine sand 0.062 0.13 0.13 0.25 fine sand medium sand 0.25 0.5 0.5 1 coarse sand very coarse sand 1 2 2 4 very fine gravel 4 6 fine gravel 6 8 fine gravel 8 11 medium gravel 11 16 medium gravel 16 22 coarse gravel 22 32 coarse gravel very coarse gravel 32 45 very coarse gravel 45 64 small cobble 64 90 medium cobble 90 128 large cobble 128 180 very large cobble 180 256 small boulder 256 362 small boulder 362 512 medium boulder 512 1024 large boulder 1024 2048 very large boulder 2048 4096 total particle count:
100
Count 15 11 12 9 2 7 10 4 7 7 11 3 2 0 0 0 0 0 0 0 0 0 0 0 100 ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## percent finer than
based on sediment particles only based on total count
0% 0.01
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
1
0.21
0.066
1.1
D50
4
D65
sand 41%
silt/clay 15%
44%
gravel
0%
cobble
percent by substrate type
D35
0%
boulder
11
D84
particle size (mm)
10
size percent less than (mm) D16
0.1
1000
16
D95
0%
# of particles
0 10000
2
4
6
8
10
12
14
16
0%
hardpan
13.3
0%
wood/det
0.9
gradation geo mean
0%
artificial
12.9
std dev
particle size distribution
cumulative %
bedrock
100
Pebble Count, Lick Creek Stream Restoration Site
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 1 Note: Reach 2 - Lick Creek Riffle
number of particles
artificial
bedrock clay hardpan detritus/wood
total count:
Pebble Count of Channel Reach Material Size Range (mm) silt/clay 0 0.062 very fine sand 0.062 0.13 0.13 0.25 fine sand medium sand 0.25 0.5 0.5 1 coarse sand very coarse sand 1 2 2 4 very fine gravel 4 6 fine gravel 6 8 fine gravel 8 11 medium gravel 11 16 medium gravel 16 22 coarse gravel 22 32 coarse gravel very coarse gravel 32 45 very coarse gravel 45 64 small cobble 64 90 medium cobble 90 128 large cobble 128 180 very large cobble 180 256 small boulder 256 362 small boulder 362 512 medium boulder 512 1024 large boulder 1024 2048 very large boulder 2048 4096 total particle count:
100
Count 26 0 10 4 17 13 7 4 4 3 3 1 1 1 0 3 2 1 0 0 0 0 0 0 100 ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## percent finer than
based on sediment particles only based on total count
0% 0.01
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
1
0.23
0.062
0.8
D50
2
D65
sand 44%
silt/clay 26%
24%
gravel
6%
cobble
percent by substrate type
D35
0%
boulder
7
D84
particle size (mm)
10
size percent less than (mm) D16
0.1
1000
72
D95
0%
# of particles
0 10000
5
10
15
20
25
30
0%
hardpan
11.0
0%
wood/det
0.7
gradation geo mean
0%
artificial
11.0
std dev
particle size distribution
cumulative %
bedrock
100
Pebble Count, Lick Creek Stream Restoration Site
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 1 Note: Reach 2 - Lick Creek
number of particles
artificial
bedrock clay hardpan detritus/wood
total count:
Pebble Count of Channel Reach Material Size Range (mm) silt/clay 0 0.062 very fine sand 0.062 0.13 0.13 0.25 fine sand medium sand 0.25 0.5 0.5 1 coarse sand very coarse sand 1 2 2 4 very fine gravel 4 6 fine gravel 6 8 fine gravel 8 11 medium gravel 11 16 medium gravel 16 22 coarse gravel 22 32 coarse gravel very coarse gravel 32 45 very coarse gravel 45 64 small cobble 64 90 medium cobble 90 128 large cobble 128 180 very large cobble 180 256 small boulder 256 362 small boulder 362 512 medium boulder 512 1024 large boulder 1024 2048 very large boulder 2048 4096 total particle count:
101
Count 0 5 22 15 7 9 0 4 6 10 12 6 4 0 1 0 0 0 0 0 0 0 0 0 101 ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## percent finer than
based on sediment particles only based on total count
0% 0.01
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
1
0.37
0.178
1.1
D50
7
D65
sand 57%
silt/clay 0%
43%
gravel
0%
cobble
percent by substrate type
D35
0%
boulder
14
D84
particle size (mm)
10
size percent less than (mm) D16
0.1
1000
22
D95
0%
# of particles
0 10000
5
10
15
20
25
0%
hardpan
9.2
0%
wood/det
1.6
gradation geo mean
0%
artificial
8.8
std dev
particle size distribution
cumulative %
bedrock
100
Pebble Count, Lick Creek Stream Restoration Site
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 1 Note: Reach 3 - Lick Creek Riffle
number of particles
artificial
bedrock clay hardpan detritus/wood
total count:
Pebble Count of Channel Reach Material Size Range (mm) silt/clay 0 0.062 very fine sand 0.062 0.13 0.13 0.25 fine sand medium sand 0.25 0.5 0.5 1 coarse sand very coarse sand 1 2 2 4 very fine gravel 4 6 fine gravel 6 8 fine gravel 8 11 medium gravel 11 16 medium gravel 16 22 coarse gravel 22 32 coarse gravel very coarse gravel 32 45 very coarse gravel 45 64 small cobble 64 90 medium cobble 90 128 large cobble 128 180 very large cobble 180 256 small boulder 256 362 small boulder 362 512 medium boulder 512 1024 large boulder 1024 2048 very large boulder 2048 4096 total particle count:
126
Count 16 16 13 23 6 21 3 3 6 9 6 2 2 0 0 0 0 0 0 0 0 0 0 0 126 ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## percent finer than
based on sediment particles only based on total count
0% 0.01
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
1
0.24
0.074
0.4
D50
1
D65
sand 63%
silt/clay 13%
25%
gravel
0%
cobble
percent by substrate type
D35
0%
boulder
8
D84
particle size (mm)
10
size percent less than (mm) D16
0.1
1000
14
D95
0%
# of particles
0 10000
5
10
15
20
25
0%
hardpan
11.7
0%
wood/det
0.8
gradation geo mean
0%
artificial
10.1
std dev
particle size distribution
cumulative %
bedrock
100
Pebble Count, Lick Creek Stream Restoration Site
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 1 Note: Reach 3 - Lick Creek
number of particles
