Lick Creek Stream Restoration Site
Lick Creek Stream Restoration Site MONITORING REPORT 2008 (Year 3) 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 November 20, 2008
Lick Creek Stream Restoration Site MONITORING REPORT 2008 (Year 3)
Prepared for:
Restoration Systems, LLC 1101 Haynes Street, Suite 107 Raleigh, North Carolina 27604
Prepared by:
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.......................................................................... 16 Table 9. BEHI and Sediment Export Estimates (Not Required in Year 3)....................... 16 Table 10. Problem Areas................................................................................................... 17
LIST OF FIGURES Figure 1. Vicinity Map
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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
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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 four greater than bankfull events and several near bankfull events. In June of 2006, Hurricane Alberto crossed central North Carolina resulting in five inches of rainfall onsite and water elevations three feet above bankfull. In November of 2006, heavy rainfall resulted in water elevations up to two feet above bankfull. In August and September of 2008, remnants of Tropical Storm Fay and Hurricane Hannah resulted in water elevations approximately one to two feet above bankfull. In October of 2007, the crest gages recorded a bankfull event on both Lick Creek and Wallace Branch. Five additional events including Hurricane Ernesto resulted in water elevations within one to two feet below bankfull. It should be noted that the summers of 2007 and 2008 have been some of the most severe droughts on record for the state of North Carolina. Stream Most of the stream reaches have managed the extreme flow events of the first three years. However, bank failure was observed in some locations and some structures have subsided and lost functionality. Bed material is coarsening and additional bed load appears to be moving into the channel. However, areas of previous bed scour have not filled in with new bed material. There are a few areas where matting is no longer in place and bank vegetation has not become established. Vegetation Native woody and herbaceous species were used to establish at minimum a fifty foot wide riparian buffer on each side of the restored reach. Planted herbaceous species have successfully established throughout the entire site along with volunteer species from upstream seed sources. While some of the live stakes used to stabilize the lower stream banks have survived, the ongoing drought has resulted in stunted growth and somewhat weak bank vegetation. The riparian buffer planting had an overall survival rate of 70% with additional volunteer species taking root. A number of Chinese privet (Ligustrum sinense) stems are emerging in areas where invasive species removal previously occurred.
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Planned Action 1) Repair areas of bank failure with brush toe and brush mattress installation. 2) Continued visual monitoring of areas of concern. 3) Install supplemental live staking in select areas of weak or nonexistent bank vegetation. 4) 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.
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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 3
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 Oct-08
Dec-06 Dec-07 Nov-08
Scheduled Completion
Activity or Report
2
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Table 3. Project Contact Information – Lick Creek Stream Restoration Site (D04013-1) Designer URS Corporation
1600 Perimeter Park Drive, Suite 400 Morrisville, NC 27560
Construction Contractor North State Environmental, Inc.
2889 Lowery Street, Suite B Winston-Salem, NC 27101 Contact: Darrell Westmoreland, Tel. 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 3
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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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 100
MY2 27 >100
MY3 27.3 >100
63.8 2.4 4.3 11.4 >3
62.7 2.3 4.4 11.6 >3
64.2 2.3 4.3 11.6 >3
0.1 2
1.2 10
1.4 12
MY-1 (2006)
Pattern
MY4
Cross Section 2 Pool MY5
MY+
MY-2 (2007)
MY1 25.7
MY2 26.2
MY3 26.2
72.3 2.8 5.2
83.5 3.2 5.9
88.1 3.4 6.1
MY-3 (2008)
Beltwidth (ft) Radius of Curvature (ft) Meander Wavelength (ft)
Min 110 48 200
Max 130 60 260
Med 120 54 230
Min 110 48 200
Max 130 60 260
Med 120 54 230
Min 110 48 200
Max 130 60 260
Med 120 54 230
Riffle Length (ft) Riffle Slope (%) Pool length (ft) Pool Spacing (ft)
54 0.09 40 128
77 0.4 68 157
65.5 0.245 54 142.5
38 0.13 42 134
65 0.45 56 149
52 0.29 49 142
30 0.07 30 130
75 0.881 82 144
53 0.48 56 137
774 1010 1.3 0.17 0.17
774 1010 1.3 0.16 0.16 E5
774 1010 1.3 0.16 0.16
774 1010 1.3 0.15 0.15 E5
Profile
Additional Reach Parameters Valley Length (ft) Channel Length (ft) Sinuosity Water Surface Slope (%) Bkf Slope (%) Rosgen Classification Habitat Index Macrobenthos
774 1010 1.3 0.17 0.17 E5
774 1010 1.3 0.15 0.15
MY4
Cross Section MY5
MY+
MY-4 (2009) Min
Max
Med
MY1
MY2
MY3
MY-5 (2010) Min
Max
Med
MY4
MY5
MY+
MY+ (2011) Min
Max
Med
Morphology and Hydraulic Monitoring Summary Lick Creek Stream Restoration Site (D04013-1) Reach 2: Lick Creek Cross Section 3 Riffle
Parameter Dimension Bkf Width (ft) Floodprone Width (ft) 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)
Parameter
MY1 27 >100
MY2 26.4 >100
MY3 26.4 >100
68 2.5 4.5 10.7 >3
69.8 2.6 4.5 10 >3
69.4 2.6 4.8 10 >3
0.7 6
0.8 7
6.6 16
MY-1 (2006)
Pattern
MY4
Cross Section 4 Pool MY5
MY+
MY-2 (2007)
MY1 38.1
MY2 36
MY3 36
109.7 2.9 5.7
102.9 2.9 5.4
96.2 2.7 4.9
MY-3 (2008)
Beltwidth (ft) Radius of Curvature (ft) Meander Wavelength (ft)
Min 120 50 260
Max 150 90 290
Med 135 70 275
Min 120 50 260
Max 150 90 290
Med 135 70 275
Min 120 50 260
Max 150 90 290
Med 135 70 275
Riffle Length (ft) Riffle Slope (%) Pool length (ft) Pool Spacing (ft)
86 0.19 28 180
142 0.26 75 250
114 0.225 51.5 215
80 0.2 32 152
100 0.47 80 220
90 0.34 56 186
60 0.03 30 157
88 0.437 82 284
74 0.23 56 220
810 1041 1.3 0.298 0.298
810 1041 1.3 0.31 0.31 E5
810 1041 1.3 0.31 0.31
810 1041 1.3 0.27 0.27 E5
Profile
Additional Reach Parameters Valley Length (ft) 810 Channel Length (ft) 1041 Sinuosity 1.3 Water Surface Slope (%) 0.298 Bkf Slope (%) 0.298 Rosgen Classification E5 Habitat Index Macrobenthos
810 1041 1.3 0.27 0.27
MY4
Cross Section
MY5
MY+
MY-4 (2009) Min
Max
Med
MY1
MY2
MY3
MY-5 (2010) Min
Max
Med
MY4
MY5
MY+
MY+ (2011) Min
Max
Med
Morphology and Hydraulic Monitoring Summary Lick Creek Stream Restoration Site (D04013-1) Reach 3: Lick Creek Cross Section 5 Riffle
Parameter Dimension
MY1 43.4 >150
MY2 44.5 >150
MY3 44.5 >150
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
160.2 3.6 7 12.4 >3
164 3.7 8.3 12.1 >3
0.4 8
1.8 15
Bkf Width (ft) Floodprone Width (ft)
Parameter
MY-1 (2006)
Pattern
MY4
Cross Section 6 Pool MY5
MY+
MY-2 (2007)
MY1 45
MY2 43
MY3 42.7
164.1 3.6 7.8
170.9 4 8.3
172.4 4 7.7
MY-3 (2008)
Min 180 70 300
Max 250 100 340
Med 215 85 320
Min 180 70 300
Max 250 100 340
Med 215 85 320
Min 180 70 300
Max 250 100 340
Med 215 85 320
Riffle Length (ft) 93 Riffle Slope (%) 0.062 Pool length (ft) 47 Pool Spacing (ft) 200
138 0.145 110 240
115.5 0.104 78.5 220
69 0.14 80 180
104 0.53 112 265
87 0.33 96 223
78 0.051 45 195
90 0.367 91 223
84 0.209 68 209
794 1167 1.5 0.16 0.16
794 1167 1.5 0.13 0.13 E5
794 1167 1.5 0.13 0.13
794 1167 1.5 0.13 0.13 E5
Beltwidth (ft) Radius of Curvature (ft) Meander Wavelength (ft) Profile
Additional Reach Parameters Valley Length (ft) Channel Length (ft) Sinuosity Water Surface Slope (%) Bkf Slope (%) Rosgen Classification Habitat Index Macrobenthos
794 1167 1.5 0.16 0.16 E5
794 1167 1.5 0.13 0.13
MY4
Cross Section
MY5
MY+
MY-4 (2009) Min
Max
Med
MY1
MY2
MY3
MY-5 (2010) Min
Max
Med
MY4
MY5
MY+
MY+ (2011) Min
Max
Med
APPENDIX A
1. Vegetation Monitoring Plot Photos
Vegetation Plot No. 1
Year 2
Photo No. 1
Year 3
Photo No. 2
Lick Creek Monitoring Survey Year 3
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Vegetation Plot No. 2
Year 2
Photo No. 3
Year 3
Photo No. 4
Lick Creek Monitoring Survey Year 3
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Vegetation Plot No. 3
Year 2
Photo No. 5
Year 3
Photo No. 6
Lick Creek Monitoring Survey Year 3
11/20/08
Vegetation Plot No. 4
Year 2
Photo No. 7
No photo available for Vegetation Plot 4 – Year 3 due to technical malfunction
Year 3
Lick Creek Monitoring Survey Year 3
Photo No. 8
11/20/08
Vegetation Plot No. 5
Year 2
Photo No. 9
Year 3
Photo No. 10
Lick Creek Monitoring Survey Year 3
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Vegetation Plot No. 6
Year 2
Photo No. 11
Year 3
Photo No. 12
Lick Creek Monitoring Survey Year 3
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Vegetation Plot No. 7
Year 2
Photo No. 13
Year 3
Photo No. 14
Lick Creek Monitoring Survey Year 3
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Vegetation Plot No. 8
Year 2
Photo No. 15
Year 3
Photo No. 16
Lick Creek Monitoring Survey Year 3
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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 11/27/07 Photo No. 17
Toe Scour on Lick Creek, STA 23+00
10/24/08
Photo No. 18
Lick Creek Monitoring Year 3
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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
Bank Erosion at Wallace Branch, STA 10+00
10/24/08
Photo No. 21
Lick Creek Monitoring Year 3
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Piping at Log Vane on Wallace Branch, STA 29+50
10/24/08
Photo No. 22
Piping at Log Vane on Lick Creek, STA 34+40
10/24/08
Photo No. 23
Piping at Log Vane on Lick Creek, STA 18+50
10/24/08
Photo No. 24
Lick Creek Monitoring Year 3
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Bank Failure, Wallace Branch STA 40+50
11/27/07
Photo No. 25
Bank Failure, Wallace Branch STA 40+80,
10/24/08
Photo No. 26
Lick Creek Monitoring Year 3
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Photo Station 1
Year 1
Photo No. 27
Year 2 - 10’ offset from PP1
Photo No. 28
Year 3 - 25’ offset from PP1
Photo No. 29
Lick Creek Monitoring Year 3
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Photo Station 2
Year 1
Photo No. 30
Year 2 - 10’ offset from PP2
Photo No. 31
Year 3 - 10’ offset from PP2
Photo No. 32
Lick Creek Monitoring Year 3
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Photo Station 3
Year 1
Photo No. 33
Year 3 - 10’ offset from PP3
Photo No. 34
Year 3 - 10’ offset from PP3
Photo No. 35
Lick Creek Monitoring Year 3
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Photo Station 4
Year 1
Photo No. 36
Year 2 - 10’ offset from PP4
Photo No. 37
Year 3 - 10’ offset from PP4
Photo No. 38
Lick Creek Monitoring Year 3
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Photo Station 5
Year 1
Photo No. 39
Year 2 - 10’ offset from PP5
Photo No. 40
Year 3 - 10’ offset from PP5
Photo No. 41
Lick Creek Monitoring Year 3
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Photo Station 6
Year 1
Photo No. 42
Year 2 - 10’ offset from PP6
Photo No. 43
Year 3 - 10’ offset from PP6
Photo No. 44
Lick Creek Monitoring Year 3
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Photo Station 7
Year 1
Photo No. 45
Year 2
Photo No. 46
Year 3
Photo No. 47
Lick Creek Monitoring Year 3
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Photo Station 8
Year 1
Photo No. 48
Year 2
Photo No. 49
Year 3 - 10’ offset from PP8
Photo No. 50
Lick Creek Monitoring Year 3
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Photo Station 9
Year 1
Photo No. 51
Year 2 - 10’ offset from PP9
Photo No. 52
Year 3 - 10’ offset from PP9
Photo No. 53
Lick Creek Monitoring Year 3
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Photo Station 10
Year 1
Photo No. 54
Year 2
Photo No. 55
Year 3
Photo No. 56
Lick Creek Monitoring Year 3
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Photo Station 11
Year 1
Photo No. 57
Year 2 - 10’ offset from PP11
Photo No. 58
Year 3 - 10’ offset from PP11
Photo No. 59
Lick Creek Monitoring Year 3
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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
23 0 26 25
26 N/A 26 26
N/A N/A N/A N/A
88% 88% 100% 96%
95%
E. Bed General
1. General channel bed agradation areas 2. Channel bed degradation - areas of increasing downcutting or head-cutting
N/A
N/A
1/50
99%
N/A
N/A
1/100
98%
99%
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 15
17 17 17 17
N/A N/A N/A N/A
94% 100% 100% 88%
96%
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
82% 100% 45% 100% 82%
82%
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 9 11 N/A 2. Armor stable 2 2 N/A 3. Facet grade appears stable 5 11 N/A 4. Minimal evidence of embedding/fining 11 11 N/A 5. Length appropriate 9 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
6 3 11 11
11 N/A 11 11
N/A N/A N/A N/A
55% 73% 100% 100%
82%
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
10 13 13 11
13 13 13 13
N/A N/A N/A N/A
77% 100% 100% 85%
90%
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 16 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
94% 100% 88% 100% 100%
96%
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
17 0 18 18
18 N/A 18 18
N/A N/A N/A N/A
94% 94% 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
1/50
99%
N/A
N/A
1/5
99%
99%
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
29 30 30 26
30 30 30 30
N/A N/A N/A N/A
97% 100% 100% 87%
96%
G. Wads/Boulders
1. Free of scour 2. Footing stable
35 36
35 36
N/A N/A
100% 100%
100%
Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 1 Reach 1 - Wallace Branch - Sta 12+83
Year 2
Year 3
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 10/23/08 Area 64.2 Bkf W 27.3 Dmean 2.3 Dmax 4.3 W/d 11.6
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 -20 -10 0 5 10 11.6 13.8 16 17.5 19 20.3 21.8 22.3 23 24 25.5 26.7 27.2 28.3 29.8 32 34 36 37.5 38.7 42 46 49 51.7 55 60 70
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. 5.02 213.71 218.73 6.05 212.68 5.94 212.79 5.62 213.11 5.81 212.92 5.87 212.86 6.07 212.66 6.73 212.00 7.43 211.30 8.15 210.58 8.74 209.99 9 209.73 9.12 209.61 9.83 208.90 10.2 208.53 10.3 208.43 10.37 208.36 10.32 208.41 9.83 208.90 9.4 209.33 9.36 209.37 8.62 210.11 7.74 210.99 7.01 211.72 6.48 212.25 6.12 212.61 5.88 212.85 5.61 213.12 5.48 213.25 5.41 213.32 5.09 213.64 4.98 213.75 5.16 213.57
Desc. IR Lt GRND
TOB
EOW
EOW
HW TOB
IP
Desc. IR Lt
GRND TOB
EOW
EOW
TOB
GRND
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 2
Year 3
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 10/23/08 Area 88.1 Bkf W 26.2 Dmean 3.4 Dmax 6.1 W/d 7.8
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 -20 -10 0 5 10 13 16 17 18.2 19.6 20.2 20.4 23.5 26 28 30 31.8 33.1 34.3 35 37 39.5 42.4 44 46 49 52 55 57 61 70
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. 5.02 213.71 218.73 5.77 212.96 6.03 212.70 5.78 212.95 5.89 212.84 5.82 212.91 5.8 212.93 6.81 211.92 7.39 211.34 8.01 210.72 8.89 209.84 9.6 209.13 11.1 207.63 12.4 206.33 12.84 205.89 13 205.73 12.9 205.83 12.48 206.25 11.05 207.68 9.99 208.74 9.12 209.61 8.32 210.41 7.6 211.13 6.9 211.83 6.8 211.93 6.35 212.38 6.05 212.68 5.98 212.75 5.88 212.85 5.88 212.85 5.85 212.88 5.85 212.88
Desc. IR Lt GRND
TOB
EOW
TOB
Desc. IR Lt
GRND
TOB
EOW
TOB
GRND
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 3
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 10/23/08 Area 69.4 Bkf W 26.4 Dmean 2.6 Dmax 4.8 W/d 10.0
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 -20 -10 0 5 10 13 16 18 19.6 20.5 20.9 22.1 23 24.5 25.7 27.4 28.6 29.5 30.3 30.7 31.4 34 35 36.9 38.8 40.6 42 46 50 53 56 58 63 67 72
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. 9.05 209.81 218.86 5.55 213.31 5.17 213.69 5.19 213.67 5.29 213.57 5.28 213.58 5.40 213.46 6.00 212.86 6.68 212.18 7.10 211.76 7.61 211.25 10.10 208.76 10.37 208.49 10.55 208.31 10.86 208.00 10.92 207.94 10.99 207.87 10.81 208.05 10.73 208.13 10.11 208.75 9.76 209.10 9.38 209.48 9.44 209.42 9.00 209.86 7.65 211.21 7.39 211.47 6.48 212.38 6.12 212.74 5.94 212.92 6.01 212.85 5.79 213.07 5.58 213.28 5.78 213.08 5.62 213.24 5.83 213.03 5.99 212.87
Desc. IR Lt
TOB
EOW
EW HW TOB
IP
Desc. IR Lt
GRND
TOB
EOW
EOW
TOB
GRND
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 2
Year 3
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 10/23/08 Area 96.2 Bkf W 36 Dmean 2.7 Dmax 4.9 W/d 13.5
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 -20 -10 0 7 11.8 15.7 17.3 20.7 22.6 24 24.9 27.5 28.4 29.5 31.4 33.2 34.4 35.4 36.3 37.4 38.2 39.3 40.9 42.4 43.9 46.5 47.3 48.9 50.4 56.4 62 63.3 68 71
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. 8.72 209.63 218.35 5.43 212.92 5.73 212.62 5.79 212.56 5.91 212.44 5.79 212.56 6.75 211.60 6.84 211.51 8.19 210.16 8.45 209.90 9.34 209.01 9.77 208.58 9.96 208.39 10.29 208.06 10.53 207.82 10.42 207.93 10.32 208.03 10.43 207.92 10.50 207.85 10.71 207.64 10.68 207.67 10.49 207.86 7.91 210.44 7.92 210.43 7.55 210.80 7.44 210.91 6.28 212.07 6.05 212.30 5.35 213 5.3 213.05 5.34 213.01 5.12 213.23 5.25 213.1 5.26 213.09 5.16 213.19
Desc. IR Lt
TOB HW
EW
TOB
IP RT
Desc. IR Lt
GRND TOB
EOW
TOB
GRND
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 2
Year 3
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
70.0
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 10/24/08 Area 164.0 Bkf W 44.5 Dmean 3.7 Dmax 8.3 W/d 12.1
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 -17 -9 0 4 10 14.4 18.1 19.9 21.3 23.7 25.4 26.8 28.6 29.8 30.6 30.8 31.1 33.3 35 36 37 38 39 40 41 42 43 44 44.7 45 48 50.8 52.7 54.4 56.9 64 66.5 68.9 72 77.6 85 90
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. 10.57 204.58 215.15 5.47 209.68 5.80 209.35 5.56 209.59 5.54 209.61 5.59 209.56 5.77 209.38 7.03 208.12 7.39 207.76 7.50 207.65 8.56 206.59 8.96 206.19 9.73 205.42 10.03 205.12 11.01 204.14 11.32 203.83 11.52 203.63 13.13 202.02 13.07 202.08 13.36 201.79 13.66 201.49 13.83 201.32 13.81 201.34 13.78 201.37 14.03 201.12 14.32 200.83 14.24 200.91 14.1 201.05 11.92 203.23 11.5 203.65 9.76 205.39 8.25 206.9 8.22 206.93 7.83 207.32 7.49 207.66 6.37 208.78 5.32 209.83 4.97 210.18 4.91 210.24 5.09 210.06 5.59 209.56 5.88 209.27 6.11 209.04
Desc. IR Lt GRND
TOB
EOW
EOW
TOB
IR RT
Desc. IR Lt
GRND
TOB
EOW
EOW ROCK
TOB GRND
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 2
Year 3
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 10/24/08 Area 169.4 Bkf W 43 Dmean 3.9 Dmax 7.6 W/d 10.9
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 -18 -15 -5 0 4 10.2 13 14.4 15 16.3 17.6 19.3 20.6 22.3 23.4 25.3 26.6 29.9 32 34 35.9 38.4 42 44.6 45.8 45.9 46.4 48.1 49.2 50 51.5 52.9 55.7 57.4 58.2 60.5 62 65 68.9 70.9 72 76 79
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. 10.57 204.58 215.15 6.33 208.82 5.99 209.16 6.02 209.13 5.90 209.25 5.95 209.20 6.22 208.93 6.38 208.77 6.63 208.52 6.84 208.31 6.99 208.16 7.33 207.82 7.43 207.72 7.79 207.36 8.62 206.53 8.68 206.47 9.08 206.07 9.87 205.28 11.31 203.84 12.57 202.58 13.00 202.15 13.02 202.13 13.62 201.53 14.03 201.12 13.98 201.17 13.81 201.34 11.64 203.51 10.40 204.75 10.47 204.68 9.84 205.31 9.46 205.69 9.28 205.87 8.9 206.25 6.56 208.59 5.99 209.16 5.79 209.36 5.49 209.66 5.92 209.23 5.92 209.23 5.39 209.76 5.21 209.94 5.15 210 6.03 209.12 6.22 208.93
Desc. IR Lt GRND
TOB
EOW
TOB
IR RT
Desc. IR Lt
GRND
TOB
EOW
EOW LOG
TOB
GRND
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
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 1 - Wallace Branch
Profile
220 218 216 Elevation (ft)
214 212 210 208 206 204 202 200 1000
1100
1200
1300
1400
1500 Station (ft)
1600
1700
1800
1900
2000
Year 1 Bed
Year 1 Water
Year 2 Bed
Year 2 Water
Year 3 Bed
Year 3 Water
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 1 - Wallace Branch
HI 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 215.22 215.22 215.22 215.22 215.22 215.22 215.22 215.22 215.22 215.22
Station 1000 1010 1026 1040 1055 1063 1080 1100 1112 1130 1140 1160 1183 1188 1193 1210 1220 1230 1245 1258 1270 1290 1305 1320 1338 1343 1349 1354 1360 1367 1384 1400 1412 1422 1432 1445 1460 1470 1480 1488 1498 1510 1525 1534 1550 1568 1580 1590 1600 1612 1632 1650 1670 1680 1696 1700 1715 1730 1750 1760 1775 1790 1808 1815 1825 1834 1845
Bed FS 10.67 10.63 10.43 10.67 10.94 11.48 11.11 10.94 10.85 10.73 10.39 10.33 10.19 9.44 9.65 13.13 11.73 12.37 11.81 11.35 10.53 10.42 10.85 10.84 11.04 10.34 10.33 13.55 13.92 14.41 12.37 11.45 11.59 10.73 10.46 10.26 11.89 12.57 11.26 10.44 13.93 14.50 12.29 10.23 13.56 13.91 13.11 11.26 11.15 11.18 11.68 12.00 12.27 12.58 11.69 10.34 10.48 7.29 7.51 8.62 8.73 9.04 9.77 10.65 10.87 9.79 9.07
Bed Elev. 208.06 208.10 208.30 208.06 207.79 207.25 207.62 207.79 207.88 208.00 208.34 208.40 208.54 209.29 209.08 205.60 207.00 206.36 206.92 207.38 208.20 208.31 207.88 207.89 207.69 208.39 208.40 205.18 204.81 204.32 206.36 207.28 207.14 208.00 208.27 208.29 206.66 205.98 207.29 208.11 204.62 204.05 206.26 208.32 204.99 204.64 205.44 207.29 207.40 207.37 206.87 206.55 206.28 205.97 206.86 208.21 208.07 207.93 207.71 206.60 206.49 206.18 205.45 204.57 204.35 205.43 206.15
Water Depth
1.27 1.52 1.82 2.34 1.97 1.76 1.67 1.56 1.23 1.16 1.02 0.22 0.23 3.32 1.98 2.59 2.01 1.53 0.75 0.59 1.02 0.99 1.19 0.45 0.43 3.60 4.00 4.49 2.44 1.53 1.64 0.80 0.47 0.24 1.85 2.53 1.23 0.38 3.85 4.44 2.24 0.18 3.43 3.81 3.03 1.15 1.05 1.12 1.61 1.94 2.20 2.49 1.60 0.27 0.39 0.45 0.63 1.75 1.85 2.17 2.89 3.76 4.00 2.92 2.20
Year 3 Water Elev. 209.57 209.57 209.57 209.58 209.61 209.59 209.59 209.55 209.55 209.56 209.57 209.56 209.56 209.51 209.31 208.92 208.98 208.95 208.93 208.91 208.95 208.90 208.90 208.88 208.88 208.84 208.83 208.78 208.81 208.81 208.80 208.81 208.78 208.80 208.74 208.53 208.51 208.51 208.52 208.49 208.47 208.49 208.50 208.50 208.42 208.45 208.47 208.44 208.45 208.49 208.48 208.49 208.48 208.46 208.46 208.48 208.46 208.38 208.34 208.35 208.34 208.35 208.34 208.33 208.35 208.35 208.35
Bankfull FS
Bankfull Elev.
Description Begin Profile
Pool
HoR
Log Vane INV Pool
Log Vane INV
Confluence with trib Log Vane INV
RCV INV
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 1 - Wallace Branch
HI 215.22 215.22 215.22 215.22 215.22 215.22 215.22 215.22 216.85 216.85 216.85 216.85 216.85 216.85 216.85 216.85
Station 1854 1870 1887 1900 1915 1920 1930 1933 1945 1960 1975 1990 2000 2006 2010 2013
Bed FS 7.09 7.44 7.59 10.11 8.39 7.71 7.87 7.75 11.41 11.38 10.97 11.45 11.39 10.89 9.54 9.47
Bed Elev. 208.13 207.78 207.63 205.11 206.83 207.51 207.35 207.47 205.44 205.47 205.88 205.40 205.46 205.96 207.31 207.38
Water Depth 0.19 0.25 0.35 2.68 0.90 0.33 0.40 0.18 2.15 2.41 1.72 2.20 2.15 1.66 0.29 0.19
Year 3 Water Elev. 208.32 208.03 207.98 207.79 207.73 207.84 207.75 207.65 207.59 207.88 207.60 207.60 207.61 207.62 207.60 207.57
Bankfull FS
Bankfull Elev.
Description
Log Vane INV
End Profile
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 2 - Lick Creek
Profile
220 218 216 Elevation (ft)
214 212 210 208 206 204 202 200 1000
1100
1200
1300
1400
1500 Station (ft)
1600
1700
1800
1900
2000
Year 1 Bed
Year 1 Water
Year 2 Bed
Year 2 Water
Year 3 Bed
Year 3 Water
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 2 - Lick Creek
HI 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 218.86 218.86 218.86 218.86 218.86 218.86 218.86 218.86 218.86 218.86 218.86 218.86 218.86 218.86 218.86 218.86 218.86 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35
Station 1000 1018 1025 1038 1047 1060 1073 1082 1095 1105 1121 1127 1136 1150 1171 1199 1209 1220 1230 1240 1251 1261 1270 1280 1292 1310 1324 1333 1345 1354 1370 1380 1390 1400 1410 1430 1445 1450 1455 1460 1476 1489 1502 1508 1514 1525 1538 1552 1560 1570 1581 1592 1597 1600 1610 1621 1634 1646 1655 1663 1675 1684 1693 1708 1722 1723 1730
Bed FS 10.89 10.77 11.1 10.24 11.45 10.27 13.92 14.34 12.88 12.97 10.8 12.35 12.52 11.27 11.06 11.09 12.13 12.99 13.28 11.94 9.87 13.8 11.9 11.5 10.65 10.9 10.78 11.37 10.63 10.68 10.67 11 10.95 11.07 10.63 11 11.35 11.11 11.32 10.58 10.75 11.1 11.21 12.02 12.75 11.7 11.96 13.01 12.44 9.92 13.45 10.87 10.65 10.83 10.9 11.57 12.24 10.8 11.92 11.42 12.24 13.04 13.89 10.73 11.84 10.1 13.05
Bed Elev. 209.12 209.24 208.91 209.77 208.56 209.74 206.09 205.67 207.13 207.04 209.21 207.66 207.49 208.74 208.95 208.92 207.88 207.02 206.73 208.07 208.99 205.06 206.96 207.36 208.21 207.96 208.08 207.49 208.23 208.18 208.19 207.86 207.91 207.79 208.23 207.86 207.51 207.24 207.03 207.77 207.60 207.25 207.14 206.33 205.60 206.65 206.39 205.34 205.91 208.43 204.90 207.48 207.70 207.52 207.45 206.78 206.11 207.55 206.43 206.93 206.11 205.31 204.46 207.62 206.51 208.25 205.30
Water Depth 1.12 0.97 1.29 0.40 1.64 0.33 3.48 3.92 2.43 2.47 0.35 1.79 2.02 0.70 0.50 0.37 1.36 2.20 2.50 1.18 0.15 3.76 1.88 1.45 0.65 0.80 0.72 1.26 0.56 0.60 0.55 0.91 0.85 0.99 0.55 0.85 1.25 1.57 1.71 1.00 1.15 1.49 1.62 2.42 3.11 2.10 2.33 3.58 2.81 0.17 3.17 0.61 0.35 0.52 0.62 1.20 1.88 0.42 1.52 1.01 1.83 2.63 3.49 0.30 1.35 0.00 2.54
Year 2 Water Elev. 210.24
210.17 210.20 210.07 209.57 209.59 209.56 209.51 209.56 209.45 209.51 209.44 209.45 209.29 209.24 209.22 209.23 209.25 209.14 208.82 208.84 208.81 208.86 208.76 208.80 208.75 208.79 208.78 208.74 208.77 208.76 208.78 208.78 208.71 208.81 208.74 208.77 208.75 208.74 208.76 208.75 208.71 208.75 208.72 208.92 208.72 208.60 208.07 208.09 208.05 208.04 208.07 207.98 207.99 207.97 207.95 207.94 207.94 207.94 207.95 207.92 207.86 208.25 207.84
Bankfull FS
Bankfull Elev.
Description Begin Profile
RCV INV Pool
Log Vane INV Pool
RCV INV
Log Vane INV
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 2 - Lick Creek
HI 218.35 218.35 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91
Station 1743 1755 1765 1776 1783 1795 1811 1830 1844 1863 1880 1900 1909 1917 1930 1940 1945 1957 1964 1979 1995 2000 2010 2020 2030 2038
Bed FS 11.54 11.44 12.14 13.71 12.35 11.55 11.6 12.01 11.75 11.76 12.05 12.19 12.21 14.01 13.19 13.52 14.12 13.76 14.6 12.65 11.88 11.8 11.65 13.12 12.03 11.93
Bed Elev. 206.81 206.91 206.77 205.20 206.56 207.36 207.31 206.90 207.16 207.15 206.86 206.72 206.70 204.90 205.72 205.39 204.79 205.15 204.31 206.26 207.03 207.11 207.26 205.79 206.88 206.98
Water Depth 1.00 0.95 1.00 2.65 1.29 0.49 0.34 0.61 0.35 0.35 0.65 0.76 0.79 2.59 1.76 2.07 2.69 2.33 3.18 1.23 0.49 0.41 0.23 1.63 0.58 0.39
Year 2 Water Elev. 207.81 207.86 207.77 207.85 207.85 207.85 207.65 207.51 207.51 207.50 207.51 207.48 207.49 207.49 207.48 207.46 207.48 207.48 207.49 207.49 207.52 207.52 207.49 207.42 207.46 207.37
Bankfull FS
Bankfull Elev.
Description
Log Vane INV
End Profile
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 3 - Lick Creek
Profile
215 213 211 Elevation (ft)
209 207 205 203 201 199 197 195 1000
1100
1200
1300
1400
1500 Station (ft)
1600
1700
1800
1900
2000
Year 1 Bed
Year 1 Water
Year 2 Bed
Year 2 Water
Year 3 Bed
Year 3 Water
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 3 - Lick Creek
HI 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87
Station 1000 1015 1030 1041 1065 1074 1081 1093 1108 1118 1125 1137 1156 1162 1170 1190 1220 1240 1268 1280 1296 1316 1323 1332 1347 1355 1368 1379 1390 1403 1410 1423 1450 1480 1510 1528 1540 1548 1570 1579 1594 1608 1618 1657 1675 1696 1710 1723 1730 1745 1761 1771 1780 1800 1812 1820 1830 1846 1852 1860 1881 1888 1900 1916 1924 1931 1937
Bed FS 12.24 12.07 12.18 12.39 13.65 13.37 13.18 14.27 13.32 11.81 15.50 17.15 16.88 15.56 13.74 12.94 12.30 12.15 11.90 12.14 12.53 13.07 12.28 16.24 16.11 15.35 12.41 14.16 13.97 11.88 14.41 14.65 12.54 12.2 12.2 12.26 12.03 13.73 14.08 12.11 15.01 14.92 12.86 12.36 12.34 12.25 12.63 12.23 13.4 13.19 13.57 14.85 14.49 12.65 16.07 16.2 15.4 11.88 11.76 10.99 11.14 11.8 12.1 11.22 11.41 11.82 11.5
Bed Elev. 203.43 203.60 203.49 203.28 202.02 202.30 202.49 201.40 202.35 203.86 200.17 198.52 198.79 200.11 201.93 202.73 203.37 203.52 203.77 203.53 203.14 202.60 203.39 199.43 199.56 200.32 203.26 200.99 201.18 203.27 200.74 200.50 202.61 202.95 202.95 202.89 203.12 201.42 201.07 203.04 200.14 200.23 202.29 202.79 202.81 202.90 202.52 202.92 201.75 201.96 201.58 200.30 200.66 202.50 197.80 197.67 198.47 201.99 202.11 202.88 202.73 202.07 201.77 202.65 202.46 202.05 202.37
Water Depth 0.78 0.63 0.72 0.95 2.15 1.95 1.72 2.79 1.85 0.29 3.04 5.68 5.30 3.98 2.76 1.35 0.72 0.56 0.30 0.46 0.82 1.34 0.60 4.55 4.46 3.64 0.73 2.85 2.65 0.52 2.88 3.11 1.01 0.66 0.66 0.69 0.43 2.10 2.44 0.49 3.38 3.28 1.23 0.71 0.69 0.59 0.90 0.49 1.52 1.30 1.66 2.93 2.57 0.73 5.51 5.69 4.80 1.27 1.16 0.38 0.33 0.99 1.29 0.39 0.50 0.86 0.59
Year 2 Water Elev. 204.21 204.23 204.21 204.23 204.17 204.25 204.21 204.19 204.20 204.15 203.21 204.20 204.09 204.09 204.69 204.08 204.09 204.08 204.07 203.99 203.96 203.94 203.99 203.98 204.02 203.96 203.99 203.84 203.83 203.79 203.62 203.61 203.62 203.61 203.61 203.58 203.55 203.52 203.51 203.53 203.52 203.51 203.52 203.50 203.50 203.49 203.42 203.41 203.27 203.26 203.24 203.23 203.23 203.23 203.31 203.36 203.27 203.26 203.27 203.26 203.06 203.06 203.06 203.04 202.96 202.91 202.96
Bankfull FS
Bankfull Elev.
Description Begin Profile
Log Vane INV Pool Pool Pool
Log Vane INV Pool
Glide
Log Vane INV Pool
Rock Vane INV
Log Vane INV Pool
Log Vane INV Pool
Log Vane INV HoR
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 3 - Lick Creek
HI 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87
Station 1950 1975 1991 1999 2008 2020 2033 2050 2065 2086 2100 2117 2127 2146
Bed FS 11.26 11.5 12.15 11.59 13.08 12.76 13.31 11.5 14.75 13.06 13.3 11.56 11.26 11.6
Bed Elev. 202.61 202.37 201.72 202.28 200.79 201.11 200.56 202.37 199.12 200.81 200.57 202.31 202.61 202.27
Water Depth 0.32 0.56 1.20 0.65 2.13 1.84 2.38 0.56 3.80 2.13 2.42 0.66 0.31 0.46
Year 2 Water Elev. 202.93 202.93 202.92 202.93 202.92 202.95 202.94 202.93 202.92 202.94 202.99 202.97 202.92 202.73
Bankfull FS
Bankfull Elev.
Description
Log Vane INV Pool
Log Vane INV Pool
Glide HoR End Profile
bedrock clay hardpan detritus/wood artificial total count:
99
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 3 Note: Reach 1 - Wallace Branch Riffle Pebble Count, Lick Creek Stream Restoration Site
100%
30
90% 25
80% percent finer than
Count 22 ## 26 ## 0 ## 0 ## 1 ## 1 ## 4 ## 9 ## 5 ## 12 ## 11 ## 8 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 99
70%
20
60% 50%
15
40% 10
30% 20%
number of particles
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:
5
10% 0% 0.01
0.1
1
10
100
1000
0 10000
particle size (mm) cumulative %
based on sediment particles only based on total count
size percent less than (mm) D16 0.062
# of particles
particle size distribution gradation geo mean
std dev
D35
D50
D65
D84
D95
0.09
1.4
6
12
18
15.7
0.9
14.1
percent by substrate type silt/clay
sand
gravel
cobble
boulder
bedrock
hardpan
wood/det
artificial
22%
28%
49%
0%
0%
0%
0%
0%
0%
bedrock clay hardpan detritus/wood artificial total count:
99
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 3 Note: Reach 1 - Wallace Branch Pebble Count, Lick Creek Stream Restoration Site
100%
percent finer than
Count 46 ## 1 ## 1 ## 1 ## 1 ## 3 ## 5 ## 4 ## 9 ## 14 ## 9 ## 4 ## 1 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 99
50
90%
45
80%
40
70%
35
60%
30
50%
25
40%
20
30%
15
20%
10
10%
5
0% 0.01
0.1
1
10
100
1000
number of particles
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:
0 10000
particle size (mm) cumulative %
based on sediment particles only based on total count
size percent less than (mm) D16 0.062
# of particles
particle size distribution gradation geo mean
std dev
D35
D50
D65
D84
D95
0.06
0.7
6
11
16
13.2
0.8
13.0
percent by substrate type silt/clay
sand
gravel
cobble
boulder
bedrock
hardpan
wood/det
artificial
46%
7%
46%
0%
0%
0%
0%
0%
0%
bedrock clay hardpan detritus/wood artificial total count:
98
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 3 Note: Reach 2 - Lick Creek Riffle Pebble Count, Lick Creek Stream Restoration Site
100%
16
90%
14
80% percent finer than
Count 12 ## 12 ## 2 ## 11 ## 4 ## 3 ## 0 ## 2 ## 9 ## 13 ## 14 ## 14 ## 2 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 98
12 70% 60%
10
50%
8
40%
6
30%
number of particles
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:
4 20% 2
10% 0% 0.01
0.1
1
10
100
1000
0 10000
particle size (mm) cumulative %
based on sediment particles only based on total count
size percent less than (mm) D16 0.077
# of particles
particle size distribution gradation geo mean
std dev
D35
D50
D65
D84
D95
0.42
6.6
10
16
21
44.2
1.1
14.5
percent by substrate type silt/clay
sand
gravel
cobble
boulder
bedrock
hardpan
wood/det
artificial
12%
33%
55%
0%
0%
0%
0%
0%
0%
bedrock clay hardpan detritus/wood artificial total count:
102
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 3 Note: Reach 2 - Lick Creek Pebble Count, Lick Creek Stream Restoration Site
100%
25
90% 80% percent finer than
Count 11 ## 2 ## 5 ## 6 ## 2 ## 6 ## 2 ## 3 ## 10 ## 22 ## 11 ## 20 ## 2 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 102
20
70% 60%
15
50% 40%
10
30% 20%
number of particles
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:
5
10% 0% 0.01
0.1
1
10
100
1000
0 10000
particle size (mm) cumulative %
based on sediment particles only based on total count
size percent less than (mm) D16 0.198
# of particles
particle size distribution gradation geo mean
std dev
D35
D50
D65
D84
D95
5.03
8.5
11
18
21
22.4
1.9
9.4
percent by substrate type silt/clay
sand
gravel
cobble
boulder
bedrock
hardpan
wood/det
artificial
11%
21%
69%
0%
0%
0%
0%
0%
0%
bedrock clay hardpan detritus/wood artificial total count:
101
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 3 Note: Reach 3 - Lick Creek Riffle Pebble Count, Lick Creek Stream Restoration Site
100%
25
90% 80% percent finer than
Count 23 ## 6 ## 3 ## 5 ## 6 ## 9 ## 3 ## 4 ## 5 ## 11 ## 11 ## 10 ## 5 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 101
20
70% 60%
15
50% 40%
10
30% 20%
number of particles
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:
5
10% 0% 0.01
0.1
1
10
100
1000
0 10000
particle size (mm) cumulative %
based on sediment particles only based on total count
size percent less than (mm) D16 0.062
# of particles
particle size distribution gradation geo mean
std dev
D35
D50
D65
D84
D95
0.40
1.8
8
15
22
18.7
1.0
15.8
percent by substrate type silt/clay
sand
gravel
cobble
boulder
bedrock
hardpan
wood/det
artificial
23%
29%
49%
0%
0%
0%
0%
0%
0%
bedrock clay hardpan detritus/wood artificial total count:
127
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 3 Note: Reach 3 - Lick Creek Pebble Count, Lick Creek Stream Restoration Site
100%
percent finer than
Count 16 ## 2 ## 4 ## 17 ## 5 ## 6 ## 11 ## 15 ## 14 ## 15 ## 8 ## 8 ## 2 ## 0 ## 2 ## 0 ## 0 ## 1 ## 1 ## 0 ## 0 ## 0 ## 0 ## 0 ## 127
18
90%
16
80%
14
70%
12
60%
10
50% 8
40%
6
30% 20%
4
10%
2
0% 0.01
0.1
1
10
100
1000
number of particles
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:
0 10000
particle size (mm) cumulative %
based on sediment particles only based on total count
size percent less than (mm) D16 0.187
# of particles
particle size distribution gradation geo mean
std dev
D35
D50
D65
D84
D95
1.05
4.3
7
12
22
12.8
1.5
8.0
percent by substrate type silt/clay
sand
gravel
cobble
boulder
bedrock
hardpan
wood/det
artificial
13%
27%
59%
2%
0%
0%
0%
0%
0%
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 November 20, 2008
Lick Creek Stream Restoration Site MONITORING REPORT 2008 (Year 3)
Prepared for:
Restoration Systems, LLC 1101 Haynes Street, Suite 107 Raleigh, North Carolina 27604
Prepared by:
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.......................................................................... 16 Table 9. BEHI and Sediment Export Estimates (Not Required in Year 3)....................... 16 Table 10. Problem Areas................................................................................................... 17
LIST OF FIGURES Figure 1. Vicinity Map
Lick Creek Monitoring Year 3
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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 3
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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 four greater than bankfull events and several near bankfull events. In June of 2006, Hurricane Alberto crossed central North Carolina resulting in five inches of rainfall onsite and water elevations three feet above bankfull. In November of 2006, heavy rainfall resulted in water elevations up to two feet above bankfull. In August and September of 2008, remnants of Tropical Storm Fay and Hurricane Hannah resulted in water elevations approximately one to two feet above bankfull. In October of 2007, the crest gages recorded a bankfull event on both Lick Creek and Wallace Branch. Five additional events including Hurricane Ernesto resulted in water elevations within one to two feet below bankfull. It should be noted that the summers of 2007 and 2008 have been some of the most severe droughts on record for the state of North Carolina. Stream Most of the stream reaches have managed the extreme flow events of the first three years. However, bank failure was observed in some locations and some structures have subsided and lost functionality. Bed material is coarsening and additional bed load appears to be moving into the channel. However, areas of previous bed scour have not filled in with new bed material. There are a few areas where matting is no longer in place and bank vegetation has not become established. Vegetation Native woody and herbaceous species were used to establish at minimum a fifty foot wide riparian buffer on each side of the restored reach. Planted herbaceous species have successfully established throughout the entire site along with volunteer species from upstream seed sources. While some of the live stakes used to stabilize the lower stream banks have survived, the ongoing drought has resulted in stunted growth and somewhat weak bank vegetation. The riparian buffer planting had an overall survival rate of 70% with additional volunteer species taking root. A number of Chinese privet (Ligustrum sinense) stems are emerging in areas where invasive species removal previously occurred.
Lick Creek Monitoring Year 3
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Planned Action 1) Repair areas of bank failure with brush toe and brush mattress installation. 2) Continued visual monitoring of areas of concern. 3) Install supplemental live staking in select areas of weak or nonexistent bank vegetation. 4) Removal of emergent Chinese privet.
Lick Creek Monitoring Year 3
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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 3
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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 3
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 Oct-08
Dec-06 Dec-07 Nov-08
Scheduled Completion
Activity or Report
2
11/20/08
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 3
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
11/20/08
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 100
MY2 27 >100
MY3 27.3 >100
63.8 2.4 4.3 11.4 >3
62.7 2.3 4.4 11.6 >3
64.2 2.3 4.3 11.6 >3
0.1 2
1.2 10
1.4 12
MY-1 (2006)
Pattern
MY4
Cross Section 2 Pool MY5
MY+
MY-2 (2007)
MY1 25.7
MY2 26.2
MY3 26.2
72.3 2.8 5.2
83.5 3.2 5.9
88.1 3.4 6.1
MY-3 (2008)
Beltwidth (ft) Radius of Curvature (ft) Meander Wavelength (ft)
Min 110 48 200
Max 130 60 260
Med 120 54 230
Min 110 48 200
Max 130 60 260
Med 120 54 230
Min 110 48 200
Max 130 60 260
Med 120 54 230
Riffle Length (ft) Riffle Slope (%) Pool length (ft) Pool Spacing (ft)
54 0.09 40 128
77 0.4 68 157
65.5 0.245 54 142.5
38 0.13 42 134
65 0.45 56 149
52 0.29 49 142
30 0.07 30 130
75 0.881 82 144
53 0.48 56 137
774 1010 1.3 0.17 0.17
774 1010 1.3 0.16 0.16 E5
774 1010 1.3 0.16 0.16
774 1010 1.3 0.15 0.15 E5
Profile
Additional Reach Parameters Valley Length (ft) Channel Length (ft) Sinuosity Water Surface Slope (%) Bkf Slope (%) Rosgen Classification Habitat Index Macrobenthos
774 1010 1.3 0.17 0.17 E5
774 1010 1.3 0.15 0.15
MY4
Cross Section MY5
MY+
MY-4 (2009) Min
Max
Med
MY1
MY2
MY3
MY-5 (2010) Min
Max
Med
MY4
MY5
MY+
MY+ (2011) Min
Max
Med
Morphology and Hydraulic Monitoring Summary Lick Creek Stream Restoration Site (D04013-1) Reach 2: Lick Creek Cross Section 3 Riffle
Parameter Dimension Bkf Width (ft) Floodprone Width (ft) 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)
Parameter
MY1 27 >100
MY2 26.4 >100
MY3 26.4 >100
68 2.5 4.5 10.7 >3
69.8 2.6 4.5 10 >3
69.4 2.6 4.8 10 >3
0.7 6
0.8 7
6.6 16
MY-1 (2006)
Pattern
MY4
Cross Section 4 Pool MY5
MY+
MY-2 (2007)
MY1 38.1
MY2 36
MY3 36
109.7 2.9 5.7
102.9 2.9 5.4
96.2 2.7 4.9
MY-3 (2008)
Beltwidth (ft) Radius of Curvature (ft) Meander Wavelength (ft)
Min 120 50 260
Max 150 90 290
Med 135 70 275
Min 120 50 260
Max 150 90 290
Med 135 70 275
Min 120 50 260
Max 150 90 290
Med 135 70 275
Riffle Length (ft) Riffle Slope (%) Pool length (ft) Pool Spacing (ft)
86 0.19 28 180
142 0.26 75 250
114 0.225 51.5 215
80 0.2 32 152
100 0.47 80 220
90 0.34 56 186
60 0.03 30 157
88 0.437 82 284
74 0.23 56 220
810 1041 1.3 0.298 0.298
810 1041 1.3 0.31 0.31 E5
810 1041 1.3 0.31 0.31
810 1041 1.3 0.27 0.27 E5
Profile
Additional Reach Parameters Valley Length (ft) 810 Channel Length (ft) 1041 Sinuosity 1.3 Water Surface Slope (%) 0.298 Bkf Slope (%) 0.298 Rosgen Classification E5 Habitat Index Macrobenthos
810 1041 1.3 0.27 0.27
MY4
Cross Section
MY5
MY+
MY-4 (2009) Min
Max
Med
MY1
MY2
MY3
MY-5 (2010) Min
Max
Med
MY4
MY5
MY+
MY+ (2011) Min
Max
Med
Morphology and Hydraulic Monitoring Summary Lick Creek Stream Restoration Site (D04013-1) Reach 3: Lick Creek Cross Section 5 Riffle
Parameter Dimension
MY1 43.4 >150
MY2 44.5 >150
MY3 44.5 >150
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
160.2 3.6 7 12.4 >3
164 3.7 8.3 12.1 >3
0.4 8
1.8 15
Bkf Width (ft) Floodprone Width (ft)
Parameter
MY-1 (2006)
Pattern
MY4
Cross Section 6 Pool MY5
MY+
MY-2 (2007)
MY1 45
MY2 43
MY3 42.7
164.1 3.6 7.8
170.9 4 8.3
172.4 4 7.7
MY-3 (2008)
Min 180 70 300
Max 250 100 340
Med 215 85 320
Min 180 70 300
Max 250 100 340
Med 215 85 320
Min 180 70 300
Max 250 100 340
Med 215 85 320
Riffle Length (ft) 93 Riffle Slope (%) 0.062 Pool length (ft) 47 Pool Spacing (ft) 200
138 0.145 110 240
115.5 0.104 78.5 220
69 0.14 80 180
104 0.53 112 265
87 0.33 96 223
78 0.051 45 195
90 0.367 91 223
84 0.209 68 209
794 1167 1.5 0.16 0.16
794 1167 1.5 0.13 0.13 E5
794 1167 1.5 0.13 0.13
794 1167 1.5 0.13 0.13 E5
Beltwidth (ft) Radius of Curvature (ft) Meander Wavelength (ft) Profile
Additional Reach Parameters Valley Length (ft) Channel Length (ft) Sinuosity Water Surface Slope (%) Bkf Slope (%) Rosgen Classification Habitat Index Macrobenthos
794 1167 1.5 0.16 0.16 E5
794 1167 1.5 0.13 0.13
MY4
Cross Section
MY5
MY+
MY-4 (2009) Min
Max
Med
MY1
MY2
MY3
MY-5 (2010) Min
Max
Med
MY4
MY5
MY+
MY+ (2011) Min
Max
Med
APPENDIX A
1. Vegetation Monitoring Plot Photos
Vegetation Plot No. 1
Year 2
Photo No. 1
Year 3
Photo No. 2
Lick Creek Monitoring Survey Year 3
11/20/08
Vegetation Plot No. 2
Year 2
Photo No. 3
Year 3
Photo No. 4
Lick Creek Monitoring Survey Year 3
11/20/08
Vegetation Plot No. 3
Year 2
Photo No. 5
Year 3
Photo No. 6
Lick Creek Monitoring Survey Year 3
11/20/08
Vegetation Plot No. 4
Year 2
Photo No. 7
No photo available for Vegetation Plot 4 – Year 3 due to technical malfunction
Year 3
Lick Creek Monitoring Survey Year 3
Photo No. 8
11/20/08
Vegetation Plot No. 5
Year 2
Photo No. 9
Year 3
Photo No. 10
Lick Creek Monitoring Survey Year 3
11/20/08
Vegetation Plot No. 6
Year 2
Photo No. 11
Year 3
Photo No. 12
Lick Creek Monitoring Survey Year 3
11/20/08
Vegetation Plot No. 7
Year 2
Photo No. 13
Year 3
Photo No. 14
Lick Creek Monitoring Survey Year 3
11/20/08
Vegetation Plot No. 8
Year 2
Photo No. 15
Year 3
Photo No. 16
Lick Creek Monitoring Survey Year 3
11/20/08
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 11/27/07 Photo No. 17
Toe Scour on Lick Creek, STA 23+00
10/24/08
Photo No. 18
Lick Creek Monitoring Year 3
11/20/08
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
Bank Erosion at Wallace Branch, STA 10+00
10/24/08
Photo No. 21
Lick Creek Monitoring Year 3
11/20/08
Piping at Log Vane on Wallace Branch, STA 29+50
10/24/08
Photo No. 22
Piping at Log Vane on Lick Creek, STA 34+40
10/24/08
Photo No. 23
Piping at Log Vane on Lick Creek, STA 18+50
10/24/08
Photo No. 24
Lick Creek Monitoring Year 3
11/20/08
Bank Failure, Wallace Branch STA 40+50
11/27/07
Photo No. 25
Bank Failure, Wallace Branch STA 40+80,
10/24/08
Photo No. 26
Lick Creek Monitoring Year 3
11/20/08
Photo Station 1
Year 1
Photo No. 27
Year 2 - 10’ offset from PP1
Photo No. 28
Year 3 - 25’ offset from PP1
Photo No. 29
Lick Creek Monitoring Year 3
11/20/08
Photo Station 2
Year 1
Photo No. 30
Year 2 - 10’ offset from PP2
Photo No. 31
Year 3 - 10’ offset from PP2
Photo No. 32
Lick Creek Monitoring Year 3
11/20/08
Photo Station 3
Year 1
Photo No. 33
Year 3 - 10’ offset from PP3
Photo No. 34
Year 3 - 10’ offset from PP3
Photo No. 35
Lick Creek Monitoring Year 3
11/20/08
Photo Station 4
Year 1
Photo No. 36
Year 2 - 10’ offset from PP4
Photo No. 37
Year 3 - 10’ offset from PP4
Photo No. 38
Lick Creek Monitoring Year 3
11/20/08
Photo Station 5
Year 1
Photo No. 39
Year 2 - 10’ offset from PP5
Photo No. 40
Year 3 - 10’ offset from PP5
Photo No. 41
Lick Creek Monitoring Year 3
11/20/08
Photo Station 6
Year 1
Photo No. 42
Year 2 - 10’ offset from PP6
Photo No. 43
Year 3 - 10’ offset from PP6
Photo No. 44
Lick Creek Monitoring Year 3
11/20/08
Photo Station 7
Year 1
Photo No. 45
Year 2
Photo No. 46
Year 3
Photo No. 47
Lick Creek Monitoring Year 3
11/20/08
Photo Station 8
Year 1
Photo No. 48
Year 2
Photo No. 49
Year 3 - 10’ offset from PP8
Photo No. 50
Lick Creek Monitoring Year 3
11/20/08
Photo Station 9
Year 1
Photo No. 51
Year 2 - 10’ offset from PP9
Photo No. 52
Year 3 - 10’ offset from PP9
Photo No. 53
Lick Creek Monitoring Year 3
11/20/08
Photo Station 10
Year 1
Photo No. 54
Year 2
Photo No. 55
Year 3
Photo No. 56
Lick Creek Monitoring Year 3
11/20/08
Photo Station 11
Year 1
Photo No. 57
Year 2 - 10’ offset from PP11
Photo No. 58
Year 3 - 10’ offset from PP11
Photo No. 59
Lick Creek Monitoring Year 3
11/20/08
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
23 0 26 25
26 N/A 26 26
N/A N/A N/A N/A
88% 88% 100% 96%
95%
E. Bed General
1. General channel bed agradation areas 2. Channel bed degradation - areas of increasing downcutting or head-cutting
N/A
N/A
1/50
99%
N/A
N/A
1/100
98%
99%
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 15
17 17 17 17
N/A N/A N/A N/A
94% 100% 100% 88%
96%
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
82% 100% 45% 100% 82%
82%
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 9 11 N/A 2. Armor stable 2 2 N/A 3. Facet grade appears stable 5 11 N/A 4. Minimal evidence of embedding/fining 11 11 N/A 5. Length appropriate 9 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
6 3 11 11
11 N/A 11 11
N/A N/A N/A N/A
55% 73% 100% 100%
82%
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
10 13 13 11
13 13 13 13
N/A N/A N/A N/A
77% 100% 100% 85%
90%
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 16 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
94% 100% 88% 100% 100%
96%
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
17 0 18 18
18 N/A 18 18
N/A N/A N/A N/A
94% 94% 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
1/50
99%
N/A
N/A
1/5
99%
99%
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
29 30 30 26
30 30 30 30
N/A N/A N/A N/A
97% 100% 100% 87%
96%
G. Wads/Boulders
1. Free of scour 2. Footing stable
35 36
35 36
N/A N/A
100% 100%
100%
Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 1 Reach 1 - Wallace Branch - Sta 12+83
Year 2
Year 3
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 10/23/08 Area 64.2 Bkf W 27.3 Dmean 2.3 Dmax 4.3 W/d 11.6
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 -20 -10 0 5 10 11.6 13.8 16 17.5 19 20.3 21.8 22.3 23 24 25.5 26.7 27.2 28.3 29.8 32 34 36 37.5 38.7 42 46 49 51.7 55 60 70
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. 5.02 213.71 218.73 6.05 212.68 5.94 212.79 5.62 213.11 5.81 212.92 5.87 212.86 6.07 212.66 6.73 212.00 7.43 211.30 8.15 210.58 8.74 209.99 9 209.73 9.12 209.61 9.83 208.90 10.2 208.53 10.3 208.43 10.37 208.36 10.32 208.41 9.83 208.90 9.4 209.33 9.36 209.37 8.62 210.11 7.74 210.99 7.01 211.72 6.48 212.25 6.12 212.61 5.88 212.85 5.61 213.12 5.48 213.25 5.41 213.32 5.09 213.64 4.98 213.75 5.16 213.57
Desc. IR Lt GRND
TOB
EOW
EOW
HW TOB
IP
Desc. IR Lt
GRND TOB
EOW
EOW
TOB
GRND
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 2
Year 3
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 10/23/08 Area 88.1 Bkf W 26.2 Dmean 3.4 Dmax 6.1 W/d 7.8
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 -20 -10 0 5 10 13 16 17 18.2 19.6 20.2 20.4 23.5 26 28 30 31.8 33.1 34.3 35 37 39.5 42.4 44 46 49 52 55 57 61 70
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. 5.02 213.71 218.73 5.77 212.96 6.03 212.70 5.78 212.95 5.89 212.84 5.82 212.91 5.8 212.93 6.81 211.92 7.39 211.34 8.01 210.72 8.89 209.84 9.6 209.13 11.1 207.63 12.4 206.33 12.84 205.89 13 205.73 12.9 205.83 12.48 206.25 11.05 207.68 9.99 208.74 9.12 209.61 8.32 210.41 7.6 211.13 6.9 211.83 6.8 211.93 6.35 212.38 6.05 212.68 5.98 212.75 5.88 212.85 5.88 212.85 5.85 212.88 5.85 212.88
Desc. IR Lt GRND
TOB
EOW
TOB
Desc. IR Lt
GRND
TOB
EOW
TOB
GRND
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 3
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 10/23/08 Area 69.4 Bkf W 26.4 Dmean 2.6 Dmax 4.8 W/d 10.0
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 -20 -10 0 5 10 13 16 18 19.6 20.5 20.9 22.1 23 24.5 25.7 27.4 28.6 29.5 30.3 30.7 31.4 34 35 36.9 38.8 40.6 42 46 50 53 56 58 63 67 72
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. 9.05 209.81 218.86 5.55 213.31 5.17 213.69 5.19 213.67 5.29 213.57 5.28 213.58 5.40 213.46 6.00 212.86 6.68 212.18 7.10 211.76 7.61 211.25 10.10 208.76 10.37 208.49 10.55 208.31 10.86 208.00 10.92 207.94 10.99 207.87 10.81 208.05 10.73 208.13 10.11 208.75 9.76 209.10 9.38 209.48 9.44 209.42 9.00 209.86 7.65 211.21 7.39 211.47 6.48 212.38 6.12 212.74 5.94 212.92 6.01 212.85 5.79 213.07 5.58 213.28 5.78 213.08 5.62 213.24 5.83 213.03 5.99 212.87
Desc. IR Lt
TOB
EOW
EW HW TOB
IP
Desc. IR Lt
GRND
TOB
EOW
EOW
TOB
GRND
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 2
Year 3
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 10/23/08 Area 96.2 Bkf W 36 Dmean 2.7 Dmax 4.9 W/d 13.5
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 -20 -10 0 7 11.8 15.7 17.3 20.7 22.6 24 24.9 27.5 28.4 29.5 31.4 33.2 34.4 35.4 36.3 37.4 38.2 39.3 40.9 42.4 43.9 46.5 47.3 48.9 50.4 56.4 62 63.3 68 71
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. 8.72 209.63 218.35 5.43 212.92 5.73 212.62 5.79 212.56 5.91 212.44 5.79 212.56 6.75 211.60 6.84 211.51 8.19 210.16 8.45 209.90 9.34 209.01 9.77 208.58 9.96 208.39 10.29 208.06 10.53 207.82 10.42 207.93 10.32 208.03 10.43 207.92 10.50 207.85 10.71 207.64 10.68 207.67 10.49 207.86 7.91 210.44 7.92 210.43 7.55 210.80 7.44 210.91 6.28 212.07 6.05 212.30 5.35 213 5.3 213.05 5.34 213.01 5.12 213.23 5.25 213.1 5.26 213.09 5.16 213.19
Desc. IR Lt
TOB HW
EW
TOB
IP RT
Desc. IR Lt
GRND TOB
EOW
TOB
GRND
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 2
Year 3
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
70.0
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 10/24/08 Area 164.0 Bkf W 44.5 Dmean 3.7 Dmax 8.3 W/d 12.1
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 -17 -9 0 4 10 14.4 18.1 19.9 21.3 23.7 25.4 26.8 28.6 29.8 30.6 30.8 31.1 33.3 35 36 37 38 39 40 41 42 43 44 44.7 45 48 50.8 52.7 54.4 56.9 64 66.5 68.9 72 77.6 85 90
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. 10.57 204.58 215.15 5.47 209.68 5.80 209.35 5.56 209.59 5.54 209.61 5.59 209.56 5.77 209.38 7.03 208.12 7.39 207.76 7.50 207.65 8.56 206.59 8.96 206.19 9.73 205.42 10.03 205.12 11.01 204.14 11.32 203.83 11.52 203.63 13.13 202.02 13.07 202.08 13.36 201.79 13.66 201.49 13.83 201.32 13.81 201.34 13.78 201.37 14.03 201.12 14.32 200.83 14.24 200.91 14.1 201.05 11.92 203.23 11.5 203.65 9.76 205.39 8.25 206.9 8.22 206.93 7.83 207.32 7.49 207.66 6.37 208.78 5.32 209.83 4.97 210.18 4.91 210.24 5.09 210.06 5.59 209.56 5.88 209.27 6.11 209.04
Desc. IR Lt GRND
TOB
EOW
EOW
TOB
IR RT
Desc. IR Lt
GRND
TOB
EOW
EOW ROCK
TOB GRND
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 2
Year 3
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 10/24/08 Area 169.4 Bkf W 43 Dmean 3.9 Dmax 7.6 W/d 10.9
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 -18 -15 -5 0 4 10.2 13 14.4 15 16.3 17.6 19.3 20.6 22.3 23.4 25.3 26.6 29.9 32 34 35.9 38.4 42 44.6 45.8 45.9 46.4 48.1 49.2 50 51.5 52.9 55.7 57.4 58.2 60.5 62 65 68.9 70.9 72 76 79
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. 10.57 204.58 215.15 6.33 208.82 5.99 209.16 6.02 209.13 5.90 209.25 5.95 209.20 6.22 208.93 6.38 208.77 6.63 208.52 6.84 208.31 6.99 208.16 7.33 207.82 7.43 207.72 7.79 207.36 8.62 206.53 8.68 206.47 9.08 206.07 9.87 205.28 11.31 203.84 12.57 202.58 13.00 202.15 13.02 202.13 13.62 201.53 14.03 201.12 13.98 201.17 13.81 201.34 11.64 203.51 10.40 204.75 10.47 204.68 9.84 205.31 9.46 205.69 9.28 205.87 8.9 206.25 6.56 208.59 5.99 209.16 5.79 209.36 5.49 209.66 5.92 209.23 5.92 209.23 5.39 209.76 5.21 209.94 5.15 210 6.03 209.12 6.22 208.93
Desc. IR Lt GRND
TOB
EOW
TOB
IR RT
Desc. IR Lt
GRND
TOB
EOW
EOW LOG
TOB
GRND
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
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 1 - Wallace Branch
Profile
220 218 216 Elevation (ft)
214 212 210 208 206 204 202 200 1000
1100
1200
1300
1400
1500 Station (ft)
1600
1700
1800
1900
2000
Year 1 Bed
Year 1 Water
Year 2 Bed
Year 2 Water
Year 3 Bed
Year 3 Water
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 1 - Wallace Branch
HI 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.73 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 218.55 215.22 215.22 215.22 215.22 215.22 215.22 215.22 215.22 215.22 215.22
Station 1000 1010 1026 1040 1055 1063 1080 1100 1112 1130 1140 1160 1183 1188 1193 1210 1220 1230 1245 1258 1270 1290 1305 1320 1338 1343 1349 1354 1360 1367 1384 1400 1412 1422 1432 1445 1460 1470 1480 1488 1498 1510 1525 1534 1550 1568 1580 1590 1600 1612 1632 1650 1670 1680 1696 1700 1715 1730 1750 1760 1775 1790 1808 1815 1825 1834 1845
Bed FS 10.67 10.63 10.43 10.67 10.94 11.48 11.11 10.94 10.85 10.73 10.39 10.33 10.19 9.44 9.65 13.13 11.73 12.37 11.81 11.35 10.53 10.42 10.85 10.84 11.04 10.34 10.33 13.55 13.92 14.41 12.37 11.45 11.59 10.73 10.46 10.26 11.89 12.57 11.26 10.44 13.93 14.50 12.29 10.23 13.56 13.91 13.11 11.26 11.15 11.18 11.68 12.00 12.27 12.58 11.69 10.34 10.48 7.29 7.51 8.62 8.73 9.04 9.77 10.65 10.87 9.79 9.07
Bed Elev. 208.06 208.10 208.30 208.06 207.79 207.25 207.62 207.79 207.88 208.00 208.34 208.40 208.54 209.29 209.08 205.60 207.00 206.36 206.92 207.38 208.20 208.31 207.88 207.89 207.69 208.39 208.40 205.18 204.81 204.32 206.36 207.28 207.14 208.00 208.27 208.29 206.66 205.98 207.29 208.11 204.62 204.05 206.26 208.32 204.99 204.64 205.44 207.29 207.40 207.37 206.87 206.55 206.28 205.97 206.86 208.21 208.07 207.93 207.71 206.60 206.49 206.18 205.45 204.57 204.35 205.43 206.15
Water Depth
1.27 1.52 1.82 2.34 1.97 1.76 1.67 1.56 1.23 1.16 1.02 0.22 0.23 3.32 1.98 2.59 2.01 1.53 0.75 0.59 1.02 0.99 1.19 0.45 0.43 3.60 4.00 4.49 2.44 1.53 1.64 0.80 0.47 0.24 1.85 2.53 1.23 0.38 3.85 4.44 2.24 0.18 3.43 3.81 3.03 1.15 1.05 1.12 1.61 1.94 2.20 2.49 1.60 0.27 0.39 0.45 0.63 1.75 1.85 2.17 2.89 3.76 4.00 2.92 2.20
Year 3 Water Elev. 209.57 209.57 209.57 209.58 209.61 209.59 209.59 209.55 209.55 209.56 209.57 209.56 209.56 209.51 209.31 208.92 208.98 208.95 208.93 208.91 208.95 208.90 208.90 208.88 208.88 208.84 208.83 208.78 208.81 208.81 208.80 208.81 208.78 208.80 208.74 208.53 208.51 208.51 208.52 208.49 208.47 208.49 208.50 208.50 208.42 208.45 208.47 208.44 208.45 208.49 208.48 208.49 208.48 208.46 208.46 208.48 208.46 208.38 208.34 208.35 208.34 208.35 208.34 208.33 208.35 208.35 208.35
Bankfull FS
Bankfull Elev.
Description Begin Profile
Pool
HoR
Log Vane INV Pool
Log Vane INV
Confluence with trib Log Vane INV
RCV INV
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 1 - Wallace Branch
HI 215.22 215.22 215.22 215.22 215.22 215.22 215.22 215.22 216.85 216.85 216.85 216.85 216.85 216.85 216.85 216.85
Station 1854 1870 1887 1900 1915 1920 1930 1933 1945 1960 1975 1990 2000 2006 2010 2013
Bed FS 7.09 7.44 7.59 10.11 8.39 7.71 7.87 7.75 11.41 11.38 10.97 11.45 11.39 10.89 9.54 9.47
Bed Elev. 208.13 207.78 207.63 205.11 206.83 207.51 207.35 207.47 205.44 205.47 205.88 205.40 205.46 205.96 207.31 207.38
Water Depth 0.19 0.25 0.35 2.68 0.90 0.33 0.40 0.18 2.15 2.41 1.72 2.20 2.15 1.66 0.29 0.19
Year 3 Water Elev. 208.32 208.03 207.98 207.79 207.73 207.84 207.75 207.65 207.59 207.88 207.60 207.60 207.61 207.62 207.60 207.57
Bankfull FS
Bankfull Elev.
Description
Log Vane INV
End Profile
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 2 - Lick Creek
Profile
220 218 216 Elevation (ft)
214 212 210 208 206 204 202 200 1000
1100
1200
1300
1400
1500 Station (ft)
1600
1700
1800
1900
2000
Year 1 Bed
Year 1 Water
Year 2 Bed
Year 2 Water
Year 3 Bed
Year 3 Water
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 2 - Lick Creek
HI 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 220.01 218.86 218.86 218.86 218.86 218.86 218.86 218.86 218.86 218.86 218.86 218.86 218.86 218.86 218.86 218.86 218.86 218.86 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35 218.35
Station 1000 1018 1025 1038 1047 1060 1073 1082 1095 1105 1121 1127 1136 1150 1171 1199 1209 1220 1230 1240 1251 1261 1270 1280 1292 1310 1324 1333 1345 1354 1370 1380 1390 1400 1410 1430 1445 1450 1455 1460 1476 1489 1502 1508 1514 1525 1538 1552 1560 1570 1581 1592 1597 1600 1610 1621 1634 1646 1655 1663 1675 1684 1693 1708 1722 1723 1730
Bed FS 10.89 10.77 11.1 10.24 11.45 10.27 13.92 14.34 12.88 12.97 10.8 12.35 12.52 11.27 11.06 11.09 12.13 12.99 13.28 11.94 9.87 13.8 11.9 11.5 10.65 10.9 10.78 11.37 10.63 10.68 10.67 11 10.95 11.07 10.63 11 11.35 11.11 11.32 10.58 10.75 11.1 11.21 12.02 12.75 11.7 11.96 13.01 12.44 9.92 13.45 10.87 10.65 10.83 10.9 11.57 12.24 10.8 11.92 11.42 12.24 13.04 13.89 10.73 11.84 10.1 13.05
Bed Elev. 209.12 209.24 208.91 209.77 208.56 209.74 206.09 205.67 207.13 207.04 209.21 207.66 207.49 208.74 208.95 208.92 207.88 207.02 206.73 208.07 208.99 205.06 206.96 207.36 208.21 207.96 208.08 207.49 208.23 208.18 208.19 207.86 207.91 207.79 208.23 207.86 207.51 207.24 207.03 207.77 207.60 207.25 207.14 206.33 205.60 206.65 206.39 205.34 205.91 208.43 204.90 207.48 207.70 207.52 207.45 206.78 206.11 207.55 206.43 206.93 206.11 205.31 204.46 207.62 206.51 208.25 205.30
Water Depth 1.12 0.97 1.29 0.40 1.64 0.33 3.48 3.92 2.43 2.47 0.35 1.79 2.02 0.70 0.50 0.37 1.36 2.20 2.50 1.18 0.15 3.76 1.88 1.45 0.65 0.80 0.72 1.26 0.56 0.60 0.55 0.91 0.85 0.99 0.55 0.85 1.25 1.57 1.71 1.00 1.15 1.49 1.62 2.42 3.11 2.10 2.33 3.58 2.81 0.17 3.17 0.61 0.35 0.52 0.62 1.20 1.88 0.42 1.52 1.01 1.83 2.63 3.49 0.30 1.35 0.00 2.54
Year 2 Water Elev. 210.24
210.17 210.20 210.07 209.57 209.59 209.56 209.51 209.56 209.45 209.51 209.44 209.45 209.29 209.24 209.22 209.23 209.25 209.14 208.82 208.84 208.81 208.86 208.76 208.80 208.75 208.79 208.78 208.74 208.77 208.76 208.78 208.78 208.71 208.81 208.74 208.77 208.75 208.74 208.76 208.75 208.71 208.75 208.72 208.92 208.72 208.60 208.07 208.09 208.05 208.04 208.07 207.98 207.99 207.97 207.95 207.94 207.94 207.94 207.95 207.92 207.86 208.25 207.84
Bankfull FS
Bankfull Elev.
Description Begin Profile
RCV INV Pool
Log Vane INV Pool
RCV INV
Log Vane INV
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 2 - Lick Creek
HI 218.35 218.35 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91 218.91
Station 1743 1755 1765 1776 1783 1795 1811 1830 1844 1863 1880 1900 1909 1917 1930 1940 1945 1957 1964 1979 1995 2000 2010 2020 2030 2038
Bed FS 11.54 11.44 12.14 13.71 12.35 11.55 11.6 12.01 11.75 11.76 12.05 12.19 12.21 14.01 13.19 13.52 14.12 13.76 14.6 12.65 11.88 11.8 11.65 13.12 12.03 11.93
Bed Elev. 206.81 206.91 206.77 205.20 206.56 207.36 207.31 206.90 207.16 207.15 206.86 206.72 206.70 204.90 205.72 205.39 204.79 205.15 204.31 206.26 207.03 207.11 207.26 205.79 206.88 206.98
Water Depth 1.00 0.95 1.00 2.65 1.29 0.49 0.34 0.61 0.35 0.35 0.65 0.76 0.79 2.59 1.76 2.07 2.69 2.33 3.18 1.23 0.49 0.41 0.23 1.63 0.58 0.39
Year 2 Water Elev. 207.81 207.86 207.77 207.85 207.85 207.85 207.65 207.51 207.51 207.50 207.51 207.48 207.49 207.49 207.48 207.46 207.48 207.48 207.49 207.49 207.52 207.52 207.49 207.42 207.46 207.37
Bankfull FS
Bankfull Elev.
Description
Log Vane INV
End Profile
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 3 - Lick Creek
Profile
215 213 211 Elevation (ft)
209 207 205 203 201 199 197 195 1000
1100
1200
1300
1400
1500 Station (ft)
1600
1700
1800
1900
2000
Year 1 Bed
Year 1 Water
Year 2 Bed
Year 2 Water
Year 3 Bed
Year 3 Water
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 3 - Lick Creek
HI 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.67 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 215.15 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87
Station 1000 1015 1030 1041 1065 1074 1081 1093 1108 1118 1125 1137 1156 1162 1170 1190 1220 1240 1268 1280 1296 1316 1323 1332 1347 1355 1368 1379 1390 1403 1410 1423 1450 1480 1510 1528 1540 1548 1570 1579 1594 1608 1618 1657 1675 1696 1710 1723 1730 1745 1761 1771 1780 1800 1812 1820 1830 1846 1852 1860 1881 1888 1900 1916 1924 1931 1937
Bed FS 12.24 12.07 12.18 12.39 13.65 13.37 13.18 14.27 13.32 11.81 15.50 17.15 16.88 15.56 13.74 12.94 12.30 12.15 11.90 12.14 12.53 13.07 12.28 16.24 16.11 15.35 12.41 14.16 13.97 11.88 14.41 14.65 12.54 12.2 12.2 12.26 12.03 13.73 14.08 12.11 15.01 14.92 12.86 12.36 12.34 12.25 12.63 12.23 13.4 13.19 13.57 14.85 14.49 12.65 16.07 16.2 15.4 11.88 11.76 10.99 11.14 11.8 12.1 11.22 11.41 11.82 11.5
Bed Elev. 203.43 203.60 203.49 203.28 202.02 202.30 202.49 201.40 202.35 203.86 200.17 198.52 198.79 200.11 201.93 202.73 203.37 203.52 203.77 203.53 203.14 202.60 203.39 199.43 199.56 200.32 203.26 200.99 201.18 203.27 200.74 200.50 202.61 202.95 202.95 202.89 203.12 201.42 201.07 203.04 200.14 200.23 202.29 202.79 202.81 202.90 202.52 202.92 201.75 201.96 201.58 200.30 200.66 202.50 197.80 197.67 198.47 201.99 202.11 202.88 202.73 202.07 201.77 202.65 202.46 202.05 202.37
Water Depth 0.78 0.63 0.72 0.95 2.15 1.95 1.72 2.79 1.85 0.29 3.04 5.68 5.30 3.98 2.76 1.35 0.72 0.56 0.30 0.46 0.82 1.34 0.60 4.55 4.46 3.64 0.73 2.85 2.65 0.52 2.88 3.11 1.01 0.66 0.66 0.69 0.43 2.10 2.44 0.49 3.38 3.28 1.23 0.71 0.69 0.59 0.90 0.49 1.52 1.30 1.66 2.93 2.57 0.73 5.51 5.69 4.80 1.27 1.16 0.38 0.33 0.99 1.29 0.39 0.50 0.86 0.59
Year 2 Water Elev. 204.21 204.23 204.21 204.23 204.17 204.25 204.21 204.19 204.20 204.15 203.21 204.20 204.09 204.09 204.69 204.08 204.09 204.08 204.07 203.99 203.96 203.94 203.99 203.98 204.02 203.96 203.99 203.84 203.83 203.79 203.62 203.61 203.62 203.61 203.61 203.58 203.55 203.52 203.51 203.53 203.52 203.51 203.52 203.50 203.50 203.49 203.42 203.41 203.27 203.26 203.24 203.23 203.23 203.23 203.31 203.36 203.27 203.26 203.27 203.26 203.06 203.06 203.06 203.04 202.96 202.91 202.96
Bankfull FS
Bankfull Elev.
Description Begin Profile
Log Vane INV Pool Pool Pool
Log Vane INV Pool
Glide
Log Vane INV Pool
Rock Vane INV
Log Vane INV Pool
Log Vane INV Pool
Log Vane INV HoR
Lick Creek Stream Restoration Site Lee County, NC Profile Reach 3 - Lick Creek
HI 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87 213.87
Station 1950 1975 1991 1999 2008 2020 2033 2050 2065 2086 2100 2117 2127 2146
Bed FS 11.26 11.5 12.15 11.59 13.08 12.76 13.31 11.5 14.75 13.06 13.3 11.56 11.26 11.6
Bed Elev. 202.61 202.37 201.72 202.28 200.79 201.11 200.56 202.37 199.12 200.81 200.57 202.31 202.61 202.27
Water Depth 0.32 0.56 1.20 0.65 2.13 1.84 2.38 0.56 3.80 2.13 2.42 0.66 0.31 0.46
Year 2 Water Elev. 202.93 202.93 202.92 202.93 202.92 202.95 202.94 202.93 202.92 202.94 202.99 202.97 202.92 202.73
Bankfull FS
Bankfull Elev.
Description
Log Vane INV Pool
Log Vane INV Pool
Glide HoR End Profile
bedrock clay hardpan detritus/wood artificial total count:
99
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 3 Note: Reach 1 - Wallace Branch Riffle Pebble Count, Lick Creek Stream Restoration Site
100%
30
90% 25
80% percent finer than
Count 22 ## 26 ## 0 ## 0 ## 1 ## 1 ## 4 ## 9 ## 5 ## 12 ## 11 ## 8 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 99
70%
20
60% 50%
15
40% 10
30% 20%
number of particles
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:
5
10% 0% 0.01
0.1
1
10
100
1000
0 10000
particle size (mm) cumulative %
based on sediment particles only based on total count
size percent less than (mm) D16 0.062
# of particles
particle size distribution gradation geo mean
std dev
D35
D50
D65
D84
D95
0.09
1.4
6
12
18
15.7
0.9
14.1
percent by substrate type silt/clay
sand
gravel
cobble
boulder
bedrock
hardpan
wood/det
artificial
22%
28%
49%
0%
0%
0%
0%
0%
0%
bedrock clay hardpan detritus/wood artificial total count:
99
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 3 Note: Reach 1 - Wallace Branch Pebble Count, Lick Creek Stream Restoration Site
100%
percent finer than
Count 46 ## 1 ## 1 ## 1 ## 1 ## 3 ## 5 ## 4 ## 9 ## 14 ## 9 ## 4 ## 1 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 99
50
90%
45
80%
40
70%
35
60%
30
50%
25
40%
20
30%
15
20%
10
10%
5
0% 0.01
0.1
1
10
100
1000
number of particles
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:
0 10000
particle size (mm) cumulative %
based on sediment particles only based on total count
size percent less than (mm) D16 0.062
# of particles
particle size distribution gradation geo mean
std dev
D35
D50
D65
D84
D95
0.06
0.7
6
11
16
13.2
0.8
13.0
percent by substrate type silt/clay
sand
gravel
cobble
boulder
bedrock
hardpan
wood/det
artificial
46%
7%
46%
0%
0%
0%
0%
0%
0%
bedrock clay hardpan detritus/wood artificial total count:
98
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 3 Note: Reach 2 - Lick Creek Riffle Pebble Count, Lick Creek Stream Restoration Site
100%
16
90%
14
80% percent finer than
Count 12 ## 12 ## 2 ## 11 ## 4 ## 3 ## 0 ## 2 ## 9 ## 13 ## 14 ## 14 ## 2 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 98
12 70% 60%
10
50%
8
40%
6
30%
number of particles
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:
4 20% 2
10% 0% 0.01
0.1
1
10
100
1000
0 10000
particle size (mm) cumulative %
based on sediment particles only based on total count
size percent less than (mm) D16 0.077
# of particles
particle size distribution gradation geo mean
std dev
D35
D50
D65
D84
D95
0.42
6.6
10
16
21
44.2
1.1
14.5
percent by substrate type silt/clay
sand
gravel
cobble
boulder
bedrock
hardpan
wood/det
artificial
12%
33%
55%
0%
0%
0%
0%
0%
0%
bedrock clay hardpan detritus/wood artificial total count:
102
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 3 Note: Reach 2 - Lick Creek Pebble Count, Lick Creek Stream Restoration Site
100%
25
90% 80% percent finer than
Count 11 ## 2 ## 5 ## 6 ## 2 ## 6 ## 2 ## 3 ## 10 ## 22 ## 11 ## 20 ## 2 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 102
20
70% 60%
15
50% 40%
10
30% 20%
number of particles
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:
5
10% 0% 0.01
0.1
1
10
100
1000
0 10000
particle size (mm) cumulative %
based on sediment particles only based on total count
size percent less than (mm) D16 0.198
# of particles
particle size distribution gradation geo mean
std dev
D35
D50
D65
D84
D95
5.03
8.5
11
18
21
22.4
1.9
9.4
percent by substrate type silt/clay
sand
gravel
cobble
boulder
bedrock
hardpan
wood/det
artificial
11%
21%
69%
0%
0%
0%
0%
0%
0%
bedrock clay hardpan detritus/wood artificial total count:
101
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 3 Note: Reach 3 - Lick Creek Riffle Pebble Count, Lick Creek Stream Restoration Site
100%
25
90% 80% percent finer than
Count 23 ## 6 ## 3 ## 5 ## 6 ## 9 ## 3 ## 4 ## 5 ## 11 ## 11 ## 10 ## 5 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 0 ## 101
20
70% 60%
15
50% 40%
10
30% 20%
number of particles
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:
5
10% 0% 0.01
0.1
1
10
100
1000
0 10000
particle size (mm) cumulative %
based on sediment particles only based on total count
size percent less than (mm) D16 0.062
# of particles
particle size distribution gradation geo mean
std dev
D35
D50
D65
D84
D95
0.40
1.8
8
15
22
18.7
1.0
15.8
percent by substrate type silt/clay
sand
gravel
cobble
boulder
bedrock
hardpan
wood/det
artificial
23%
29%
49%
0%
0%
0%
0%
0%
0%
bedrock clay hardpan detritus/wood artificial total count:
127
Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 3 Note: Reach 3 - Lick Creek Pebble Count, Lick Creek Stream Restoration Site
100%
percent finer than
Count 16 ## 2 ## 4 ## 17 ## 5 ## 6 ## 11 ## 15 ## 14 ## 15 ## 8 ## 8 ## 2 ## 0 ## 2 ## 0 ## 0 ## 1 ## 1 ## 0 ## 0 ## 0 ## 0 ## 0 ## 127
18
90%
16
80%
14
70%
12
60%
10
50% 8
40%
6
30% 20%
4
10%
2
0% 0.01
0.1
1
10
100
1000
number of particles
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:
0 10000
particle size (mm) cumulative %
based on sediment particles only based on total count
size percent less than (mm) D16 0.187
# of particles
particle size distribution gradation geo mean
std dev
D35
D50
D65
D84
D95
1.05
4.3
7
12
22
12.8
1.5
8.0
percent by substrate type silt/clay
sand
gravel
cobble
boulder
bedrock
hardpan
wood/det
artificial
13%
27%
59%
2%
0%
0%
0%
0%
0%
